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HomeMy WebLinkAbout111 Friesian Way 04-914 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 - _- CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR — PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE r.. SUBDIVISION Ala PERMIT # 0 % DATE PERMIT DESCRIPTIONSPe.- PERMITVALUATION SQUARE FOOTAGE 1% Opi I City of Sanford Certificate of Occupancy This is to certify that the building located at 111 Friesian Way., for which permit number 04-914 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: T. Lilly Engineering: D. Sweet Public Works: R. Buckner Utilities: 05/28/ 2004 05/24/2004 05/25/2004 R. Blake 05/ 24/2004 Fire Department: N/ A Zoning: N/A D. R. Horton Property Owner Q) a/ Y\ VA _ Q ov , ` 06/04/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 5/21/04 04-914 r / 0 111 FRIESIAN WAY u BAKERS CROSSING IW 4 i ,jare 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 El Public Works Utilities 04 P.3Weftn JIZ.41a¢ Fire Zoning _ Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w/o 39q5D CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 5/21 /04 04-914 III FRIESIAN WAY BAKERS CROSSING D R HORTON MIKE 407-402-4625 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engi ing Public WBerorks Ov 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"" J J 5/21 /04DATE: PERMIT #: 04-914 41 ADDRESS: III FRIESIAN WAY BAKERS CROSSING y / a, 0 i CONTRACTOR: D R HORTON qj PHONE #: MIKE 407-402-4625 9 o The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utili ies o 5- Zy/oy Fire Zoning Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0491 _ CITY OF SANFORD 5/24/04 Address Misc. Information Maintenance 12:30:13 Location ID . . . 230115 Parcel Number . 18.20.31. - - Alternate location ID Location address . 111 FRIESIAN WAY Primary related party SCOTT JOHNSON Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT LOT 5 **************** 20404 QUO CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 04 4 3.UU CSVC UT BP 4-9 4 PD - -04 SEE REC 390 4 4 4.n CSVC UT 3 4"WA METER SET FEE $190.00 PD - - 4 04 44 5 0 CSVC UT REC 3 0 204 4 7.00 77-00 60 10.00 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. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME. Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 111 FRIESAN WAY CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5,'BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GIPS (Type): 9 - ##.##" or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 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 AD, use depth of Wing) 1202940045 E 4117/95 4/17/95 X 24.5 B10. Indicate the source of the Base Float Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE.in 69: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1, Building elevations are based on: Construction Drawings" Building Under Construction` ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/All-A30, AR/AH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 44. 8 ft.(m) o b) Top of next higher floor 54.5 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft.(m) 00 o d) Attached garage (top of slab) 44. 3 ft.(m) E o e) Lowest elevation of machinery and/or equipment u, 6 servicing the building (Describe in a Comments area) 44.8 ft.(m) E m o f) Lowest adjacent (finished) grade (LAG) 43.8 ft.(m) Z in o g) Highest adjacent (finished) grade (HAG) 44. 6 ft.(m) I o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 u i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLAN A NUE, §VffF WINTER PARK FL 32789 SIGNATURE qflIIDATETELEPHONE U 5/27/04 (407) 426-7979 FEMA Form B1-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 111 FRIESAN WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is — ft.(m)—in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, 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.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, 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 or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT DATE PERMIT OF COMPLIANCE/OCCUPANCY G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 5, BAKERS CROSSING, PHASE 1 AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. 1"=30' GRAPHIC SCALE o is 30 FREISAN WAY TRACT A a=933'21„ 50' RIGHT OF WAY R=125 PT 589.3518 E CENTERLINE OF_/ 175.81' - RIGHT-OF-WAY 8.88' S89'35'18" LOT 4 O A=9'33'21" R=100.00' FENCE IS 1 ONL=16.68'-----------_0.1 ------ CB=S84'48'38"E ash C=16.66' NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 05-26-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. THE EASTERLY LOT LINE OF LOT 5 BEING S 00'24'42" W PER PLAT. FIELD DATE:) 2-11-04 SCALE: 1 = 30 FEET APPROVED BY: SJ REVISED: L 5-26-04 CKB ABOARD 2-16-04 PLAN 11/26/03 SE FIT 3-29-01 00 L-20.85' PC CB=NB4'48'38„W c=zo.ar 4 Ni PT= 7„E I o 69.04' _ WALK IS 0.3' OFF ZI ( 1 50 r I 10' UTILITY EASEMENT II 1 SBp, • 22 J o 1 '5 7" I I I N cY" I TYPE 4.17.5' I 14.6' n ' n .. 19.7'- c i 5.7' c.i COVERED I ENTRY 9 7.5•— I1I 1I WALK IS 0.3' OFF xa jz TWO STORY a I w CONCRETE BLOCK wElWOODFRAMEIw 14^ RESIDENCE b FINISH FLOOR ELEVATION=44.76 '^ i N a LOT 6laNO O I O — II U) 40.0' 1 17.5' I i,UCCS I r2 90 LOT 5 I 20' ENVIRONMENTAL CONTROL EASEMENT i FENCE IS I 0.3'.ON 6' WOOD FENCE N89'35'18"W 75.00' NOT PLATTED PER THIS PLAT LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 131• 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK C/W SIDEWALKCONCRETE PAD UCCS UNCOVERED CONCRETE SLAB CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE Q FND NAIL AND DISC LB #4671 (05/26/04) FND 5/8"IRON ROD AND CAP LB #4671 (05/26/04) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA r j FTHEOR V / Z `r VA- FIRMJOBNO. ASM31987 DRAWN BY: AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 1030 N. ORLANDO AVENUE, SUITE 8 WINTER PARK, FLORIDA 32789- (407) 426-7979 ALEN K. BOLL PSM 1 #42Q4 " DATE COUNTY OF S[MINOLE IMPACT FEE STATEMENT ISSUED DY CITY OF SANFORD STATEMENT NUMBER 104-75839 DATE: ''Y DUILDING PERMIT NUMBER: `A (CITY) COUNTY N08E50 UNIT ADDRESS: 8\-1!)o- ` TRAFFIC ZONENZONE: JURISDICTION: SEC:. TWP: RNG: PARCEL: SUBDIVISIOIAN TRACTitTRACT: c PLAT.BOOK: PLAT BOOK PAGE: BLOCK: LOT: ADDRESS: ALT2.0.0 _ 0 0An_ ~u //~_ //__ /(__ '\ ____/ __A_Ax^ n APPLICANT 'NAM ADDRESS: iAND USE CATEG RY: 001 - Single Family Detached House TYrF US[: Residential WORK DESCRIPTION: Single Family House: Detached - 'Construction BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[ TYPE DIST SCHEDULE DESC. UNIT OF UNITS | r----------------- ROADS 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 A OUNT DUE , $ 2,285.00 STATEMENT RECEIVED BY:SIGNATUKE: / NO.. PLEASE PRINlNAME) DATE,: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ** DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY NOTE** PERCONS A-ZE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. RSONS AR[ ALSO ADVISED^THAT ANY RIGHTS OF THE APPLICANT, OR OWNER:, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARYiSYSTEM AND/OR EDUCATIONAL SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REnUEST 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 TH[ COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING AnPEA'-S MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFIC0: 1101 [ AST FIRST STREET, SAWFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SK LD BE MADE TO: CITY OF SANFORD DUIiDINC D[PA|([M[KT JO0 HORTU PARK AV[HU[ SANFORD. FL 3?771 PAYMENT SH ULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFER[Ni[ T\\[ STAT[MEW7 NUMBER AND CITY BUILDING PERMIT NUMBER AT THh TO? LEFlUF THE N8lI(F . THlS STAt[ MEN7 IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*k* FAMILY BUILDING 11ti1 1 i1111 it ri1i11i W-11 JJW it IWI iil lira ;g Ila n s:u a :na M W THIS INSTRUMENT PREPARED B 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 SE14INGLE COUNTY BK 05178 PS 1624 CLERK'S # 2004012471 REWRDED 01/27/2004 11:20:37 AM REL''URDINB FEES 6.00 RECORDED BY S O'Kelley NOTICE OF COMMENCEMENT Prepare in duplicate) i 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) 4 and 5 Bakers Crossing Phase 1, Plat Book 60, Page(s) 27-29 Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner_'.s interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(I)(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, c 0 by: o e aWtl%,,ista ntary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this Delaware day of 2004 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a Corp n, on e a o tRe corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIAL N6TAK ! Al PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD734330 MYCOMMISSIOP' TXP. JULY26,2006 Notary Seal CERTIFIED COPY MMYANNE MORSE 9MK OF CIRCUIT COUIn 6gMtlVO OU fLORIDI ERN p d , Id 2 7 20on4 CITY OF SANFORD PERMIT APPLICATION Permit #: _ `1 Date: Job Address: 1.1lt Description of Work- _J - Historic District: Zoning: Value of Work; $ Q Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service —# of AMPS Addition/Alteration Change of Service Temporary Pole . Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial_ Occupancy Type: Residential ," Commercial Industrial Total Square Footage; 4 „ Construction Type: # of Stories; # of Dwelling Units;. Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Addresa; 6z5c, 1 kT 10'1 Contractor Name & Address; Phone & Fax: `U Bonding Company: Address; Mortgage Lender: Address; Architect/ Engineer: Attach Proof of Ownership & Legal Description) State License Num er: Person; ' ' .' Phone# -Cal r-n -1 o inAn Address: Wt l NrtiZ --, 11 h 1 j i- Fax; Ac' a Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS, and AIRCONDITIONERS, etc. OWNEWS 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit i v ' f n t t I will notify the owner of the property of the requireme • Florida Lien , FS 713. oe Signature ofOwner/A e t Date S' ure of Contractor/Agent Print er/Agent's ame Print `n , Agent' Name Sign SEAL Date St to o 0 t Y S L .. PATRICIA COULTON PATRICIA COULTON NOTARY^, PUBLIC STATE OF FLORIDA NOTARY PUBLIC SPATE OF FLORIDA C) tvnrr Aonn,geOMXT§, IoN,!2 DD134339_ _ COMMISSFON Nft nrnaeaan APPLICATION APPROVED BY: BlQTt "r: Zoning: Utilities: initial & Date FD; initial & Date) Initial &Date) (initial &Date) Special Conditions: v D. R. HORTON HOMES DL SFR PE RMIT PACKAGE CITY OF SANFORD CHECK LIST kl LOT r SUBDIVI SION, BAKERS CROSSING5 ADDRESS ANi y% r 7 B UILDING - APPLICATION V POVIER OF ATTORNEY Z SETS OF SEALED PLANS L2 PLOT PLANS 3 `SETS OF ENERGY CALCS MANUAL 11 DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEY CONTRACT J Limited Power Of Attorney Cr y Coo I hearby name and appoint: Craig Coulton and each agent's of D,R, Horton Inc, To be my lawful attorney in fact to act for me and The Building Dept, of: C. j tcj 0. Sa, For a residential permit for work to be performed at; Lot.# : ply Y Subdivision Address: IIL_Fri' And to sign my name and do all things that are necessary to this appointment. Crass by Richard B Ladd CBC055300 Contractor State Registration Number gnature of Contractor This foregoing instru ent was acknowledged before me this: Date: , O By: Richard B. Ladd ( Contractor ) Who Is personally kn wn me, OFFICIAL NOIA L Stat of Florida PATRICIA COULTON NOTARY PUBLIC SPATE OF FLORIDA Cou ty of orang COMMISSION NTO. DDI34330 MY COMMISSI -Y`N. JULY 26,2006 Notary blic Sig u e Notary Seal CITY OF'.SANFOR.D CP.O. Box 2847 SANFbAD, FX, 32772 G1Vlj;yrti'j'r! a} PHONE P (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (BULL NAI%Z) FAX fl (407) 328.7367 SERVICE ADDRESS LLI ED1-eS C cl 1 0 M.A1 I,1 NG ADDRESS i I j 61E oz. TURN ON DATE ZIP SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCECW'n. / P.'t ` COMMERCIAL v i A f'lA L,-,-,`-- WORK#E -p- SOCIAL C 01 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 SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLIC. PROVIDE PROPER IuENTIFICATION AND ANY OUTSTANDING CHARGES MII r MQ T PAID AT THE TIME WHEN TRANSFERRING -MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL CUSTOMER# LOCATION# LAST BILC READ THIS READ CSR DATE AS RECORDED IN PLAT BOOK 60 1" = 30' GRAPFIIC SCALE 0 15 30 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 5, BAKERS CROSSING, PHASE 1 PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 5 CONTAINS 7967 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 555 SQ. FT. t TOTAL SOD 5305 SO. FT. t FREISAN WAY TRACT A 6-9.33'21 50' RIGHT OF WAY R-125.00' L-20.85' P T CB-N84'48'38"W 589'35'18 E PCB C-20.82' W1 Pt S807.E CENTERLINE OF plo 69.04' RIGHT-OF-WAY - _ 8.88' 0; " G S89'35'31811E Z: 1O 50 22 LOT 4 1O A= 9'33'21 " R=100.00' L=16.68'--------------- I CB=S84'48'38"E C=16.66' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 10' UTILITY S80-01'57"EEASEMENT I i__ 00 1 h o ll.5' , I 14.6' io M':;o...19 7 I N 5.7 N I 1 1 I I IwI 40.00' I I 1 w 1 I 1 8 wN I < W I w V,J a i o n A/C I r; a LOT 6 h to I PROPOSED I II' N1 I MODEL 2879 I FINISHED FLOOR ELEVATION=44.4 i t I1 N 40.0' I O O 1------ PA TIO.--------------------- r- n LOT 5 1 I - a DRAINAGE TYPE B I 1 N I I 20' ENVIRONMENTAL CONTROL EASEMENT I N89'35'18"W 75.00' NOT PLATTED PER THIS PLAT 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 PURPOSE ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LOT LINE OF LOT 5 BEING S 00'24'42" W PER PLAT. FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM31987 DRAWN BY: REVISED: PLAN 11/26/0' FIT 3-29-01 PLANS 'EVIEWED CITY OF SANFORD LEGEND BUILDING SETBACK LINE CENTERLINE - RIGHT OF WAY LINE 99.9' - PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR FIRM - PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 CNA CORNER NOT ACCESSABLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING CL DENOTES CHORD LENGTH PC DENOTES POINT OF CURVATURE R RADIUS PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PC DENOTES POINT OF CURVATURE' PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE SO. FT." SQUARE FOOTAGE 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONSOF 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. 12- 1-03 FOR THE FIRM WILLIAM R. MU CATELLO JR. PSM #49 8 DATE 0: 1ASM3 MSM31987.dwo. 1211/20M 8:02:58 AM G t ii±T'F Q 1.. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS AuEAND-AJ)DgESS Name 1e1i910 t .•; Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: Quarterly Payment Amount °ram 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 DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and inspection, arrange for the necessary repairs and paythecost cost to the Customer, labor and materials not to exceed 51,000,000. Apex may chemically treat the affected area of the property at no THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGO`rE>3N T iE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date —"' ' stomer or Agent Signature D— e ' Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, all applicable recommendations contained In literature provided by DowElanco; g ions, and ' 1 Install Sentricon stations (the Stations) in the soil around the outside perimeter of the structure(s), 2, monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer oft a, any new or Increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The The Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions I for Sentricon ' the fifth year, and each year thereafter, rteApex reserves Pay ble o to reviseore t eend ofthe previous monitoringperiod. Afterofthis per year,quarterly payment amount, nottoexceed 10 The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to baitedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil cont underpiertypestructure, or as noted In "Special or Additional Comments". maintain the area(s) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwiseact, standing water, At no time will damage caused to any ortion s The Customer also agrees to notify. Apex of and theareasbaited, into, onto, or under'. Insectinfestation, be the responsibility of Apex In areas where any of the conditions described In this of the Structure(s), even by an active wood destroying. ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityParagraph exist, Failure. ' DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W P ity under this paragraph; INCLUDING STATUTORY WARRANTIES WARRANTIES WHETHER EXp MERCHANTABILITY, FITNESS FOR A PARTICULAR PFURpOSLEx0R AIMS WLA1Ti RTSS OR IMPLIED; FURTHER, COMPANY HAS MADE NO ' m'IPLIED WA,RRAZNTES. OF SERVICE PROVIDED HEREUNDER THAT HAS CREATEDCT OR OR PROMISE RE RELATINGTO S RVICit Customer expressly waives and releases any claims to any lawsuits arbitration or other AN THE PRODUCT OR . negligence, torts, personal Injury, death, violation of any statute, rule or r UNTED TO EXPRESS WARRANTY. compensatory, Incidentals consequential, exem lar ' regulation, loss of Uses diminution of valune,tApex for economtc event shallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoAexPy, punitive, liquidated, treble, or special damages if any kind, and in no, p fortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, , guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)it Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or, sensitivity 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 ns Installed by Apex on the Customer's premises under this agreement. 21 On expiration or termination of this Agreement, Apex and DowElanco. or. Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a, Apex willt (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid barrler" 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 it different form of termite protection, and therefore may have to discontinue the relationship,); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet 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, andl, (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 Installation, 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, orl (3) soll 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 Vold thisAgreement, Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customersexpense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any partoftheCustomer's property, plants, or animals, Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located InMerrittIsland, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit is brought. VENUE/SEVERABILITY, Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement IsheldtobeInvalidorunenforceableforanyreason, 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 torevisetheannualextensionchargeorterminatethisAgreement, DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, stPlkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not x responsible for; (1)termlte damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alteratl.ons; 3)termlte damage resulting from direct wood to soll contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomersevidenceofreceipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all'thaprovisionsoftheUniformArbitrationActasInforceintheStateofFlorida, or the Federal Arbitration Act, 9 U,S,C, section 1, et lea, Thyproceedingshallbegovernedbyonearbitrator, 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 wiibefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotaclasswidebasis. 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 anynootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thlrty•six) months from the Initial date of Installation, terminate this Agreement and brellevedofanyliabilityhereunderIfApexdetermines, In its sole discretion, that It is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the IdcntiflePropertyforanypurposecontemplatedbythisAgreement, Including but not libytheCustomerorconsiderednecessarybyApex. mited to re -inspection, whether the Inspection was requestsLIMITEDASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective -date, Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex After within hthirty) days of the transfer of the treated Property, Trademark of DowElanco Brevard Area S08 S Plumosa St. Merritt Island, FL 32952 407.459.2847 00.929.2847 Orlando Area 7006 Stapoint Ct. #G Winterpark, FL 32792 407-858.0540 888.764.2847 Tam*Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813-221.2847 877-459.2847 CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT p 1. Two (2) recent boundary and building loention surveys showing setbacks from all structures to property lines for permit for structures (not fences) i 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: p A. Foundation plan Indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. p b. Floor plan Indicating Interior wall partitions and room Identification, room dimension., door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. h Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) Q C. Elevations of all exterior walls, east, west, north and south. Flnish floor elevation height as per City Engineering Department or subdivision plat. p d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. o c. Framing plan for floor joists whore convontlonally framed. Plan to Indicate span, size and species of materials to be used. p f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. o h. Square footage table showing footagon ' GaragcVCarports Vol S.F. Porch(s)/Entry(s) S.F. a Patios) S.F. Conditioned structure S.F. Total (Gross Area) S.F. p 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal Documents: o a. Utility letter or approval when public water supply and/or sewer system connection to be made. o b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport B1vd,Sanford, Fl (407) 665.3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. (' p 6. Application to be completed thoroughly and signatures provided by it licensed and Insured contractor. OWNEWBUILDER 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 i subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie boaths - 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 colliags 13. Electrical final, mechanical final and plumbing final 14. Building final . 15. Other i DATE 2' SIGNATURE ay Own eifor Aiutgoe#Agent) ; 5-06-203 7:09AM FROM W+(t!V"Yi...,V'Ir,'fY!V'.tM'!!.`A.•t.Y;!*..,.,'u:•y.:gl.rrl.,...;:.,..:.:... r., r....,:, ,.r............. ., . CITV OF SANFORD PERMIT APPLICATION Permit 9 : Job Addr pescriptic 7nnin Value of Work: S Historic District: K Dermit TYpe. Ruildln:, Electrical V • Mechanical Plumbing Fim Sprinkler/Alarm Pool leIttrwall New 5efviec — # of AM pS Addition/AIICf>uion Change of Service Temporwy Pole DUet Layou.;< &Energy C'&Ic. Requifcd) Mec6aniea/; itesidantial._ Non-Rcsi snail Replacement New (. ,- . Plumbing/ New Commercial: it of Fixtures # Of, Water &Sewer Lines of Gas Lines Plumbing/New Residential: k of Water Closets,_ Plumbing Repair- Residential or Commercial ' Occupancy Typo Residential Cornmerciel Industrial Total Square rootage: _ Construetlon Type p of Stories: is of Dwelling Units: __ Flood Zone: ; (FEhIA form requirod for other than X) Parcel ><: ( Attach Proof of Ownership R [ c al Duscrtlon) te G Owners Name & Ad j ress: %, 0 3 ZZ, Phnne:-. T Z Contra for Name & Address: - 372_ StstcLlccn$eNumher 3 21- 44 Phouo &Fax: 2-Li a7j-b(_)`44 Contact Person: Bonding Company ....- __. . Address: - Mortgage Lender: - - Address . Architcct/Engineer: Phone: Fa s: Address: Application is hereby made to obtain a permit to do The work and installations a indicated. 1 certify that no wank or installation has comrnenced prior to theissuanceofapermitandthatallworkwillbeperformedtomootstandardsofalllawsregulatingcortewctioninthisjurisdiction. I undmtand that a separatepermitmustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS' and AIR CON DITIONER$, etc. , OWNER'S pAV I?: I Certify that all ot'the foregoing information Is accurate and clot all work will be done in compliance with all applicoble laws regulatingENTMAYRESULTINYOURNCEM construction and zoning. WARNrNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENSULT WITH YOUR LENDER OR ANAYINC TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CO ATTORNEY BEFORE REL:URDiNG YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thin permit. there may he additional restrictions applicable to this property that nuy be found in the public records ofthiscounty, and there may be additional pcn-nits required from other govemmcntal enntia tuck as water matogtrtunt districts, state agencies, or fcdrnl agencies. Acceptance of permit is vcritication that I will notify the owner of the property of the requiremcn f lion' a 'en law .:713 Signature of Owner/Agent Uutc Signature of Contractor/Agent Date Print Owner/Agent's N+me PriinntAnatu Cuntracwr/Agent's Nam - - n71L re of Notdl We nt,Flondi--Uute Signature of NUhry•$rate of Flnrida Ciwner/AgeM is ..--- Pcriunnuy Knn,vn to Me ui PruduCcd I I) __.. ..__ _... APPLICATION, APPIIOVIit)t1V:111dg:_------ ._- Initial 4L I)ato) c•'umractnr/A cnt is t r'l•.r:nnaily Known to Mc w Produced IU ..... - Initlal &1 Dale) (lnlnal & I)Yte) (I MII')i S Uulf I ttlrrr Marie A. Zettlemoyet t.YP`e o; Commission4DD221380 Expires: Jul 15, 2007 yjF op Bonded Th- r 7, F'0 Atlantic Bonding Co., Inc. CITY OF SANI'ORD 1'I;l.nll"I' ,11'I'I.IC,\ 1'I(rN M Permitl! Job Address: Description ill' Work:--_—,--- iiisloric District- _ %ouin, ; -- Value of \Yurlc S_ U0 Permit Type: Building __ Electrical —__ rNicchanical ---_ Plumbing: Firc Sprinkler/Alarm _ fool Electrical: New Scrvice —;l ol"AMPS Addition/Alteration Ch ang;e of Service __-- temporary Pole Mechanical: Rcsidcntial Non-Rcsidcntial — Plumbing/ New Commercial: 11 of Fixtures Plumbing/New Residential: N of Water Closets — Occupancy Type: Rcsidcntial Commercial Replacement New — (Duct Layout .l'• 1---..ncrLy Calc. RcgUircd) U of Watcr &C Scwcr Lincs N of Gas Lines _— Z 3 Plumbing Repair — Rcsidcntial or Commercial Industrial Total Square Foota e: Construction -hype: 0 of Stories: it of Dwelling Units: Flood "Gone: (Fl,"MA form required for other than X) P:u,ecl N: _ 1 ( Attach Proof of Ownership & Lcl;al Description) Owners Name & Address: - a7 , Phone: Contractor Name l Address: 4nVAN-TkGE PL ,bI11 ' - state Licensc Number: Phone & Fas: —wlT,} rl alpj 3 2-0027 Contact Person: t Phunc: Building Company: Address: Mortgage Lender: Address: Architect/Engincer: Phunc: Address: Fars: mi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws rcgulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUN113ING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, III:ATERS, 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 COMMIENCEMILNT 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 C0n1MENCEMFNT. NOTICE: In addition to the requirements of this permit, dlcrc may be additional restrictions applicable to this propeny that may be found in the public records of this county, and dicre may be additional permits required from other governmental entities such as water Mgcmcnt disu I, state agencies, or federal agencies. Acceptance of permit Is Verification that 1 will notify the wxner of the propcfiv of the requirements o lonu ,I 713. Signature of Owner/Agent lute Signature of i;unnac:oriA;;rnl c Q Print Owncr/Agent's Name —— Print (:onlractor/Arent': Namc Signaturc of Notary-Statc of Honda Date Sil;natorc or N.lary-Stalc of Florida Date MAATHA Y. HALL N tlyt yyP011 i 810100 Of Flo ldil Owner/Agent is Personally Known to Mc or Contactor/Agent is/ I'cm..Ya !(ff8 v J14. Is 20M Produced ID -- ___-- Produicd ID APPLICATION APPROVED BY: Bldg: Initial & Datc) Special Conditions: loninr: Utilities: Initial fi Datc) (Initial & Date) PD: , , Initial S Date) I0-03-203 9:52AM FROM U _ q q Crry OF SANFORD PERMIT APPLICATION P. 1 Permit # : Date: — —0 ,4 lob Address: lT Description of Work: i i historic District: Zoning: Value of Work: Permit Type: Building Electrical j,-- Mechanical Plumbing Fire Sptinlder/Alarm Pool Electrical: New Servieo — # of A-NlPS 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 Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # Of Dwelling Units: Flood Zone: (YENTA form required for other Rhan X) Parcel #; _ Owners iName & Address: Contractor Name & Address: Phone & Fax; _ Bonding Company: Address: Attach Proof ofOwnershio & Lesal Phone: . 2 - ezaz . to Liccnyc Number: ii/ivTl1 v' Phone:. Mortgage Lender: ress: _ - - ArchitecVEngincer: Phone:.. Address:-..- Fax: Application is hereby made to obtain a permit to do the work and installations As indicated. I certify that no work or installation has commenced prior to the issuance of a.permit and thacall work will be perfoitncd-to meet standards of all laws regulating conSttVCrion in this jurisdiction, I understand that a separate permit must be'sccurcd for ELECTRICAL WORK, PLUMBMGr, SIGNS, WELLS, POOLS; FURNACES,` RO(L-E,RS, HEATERS, TANKS, and AIR CONDITIONERS, etc. WNF 'S AFFIDAVIT; I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applic,1hio laws roguiadngConstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUl)R I'nYIKC TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR AN ATTORNEY BEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT. NNTKE: In addition to the requirement. 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 govcrttmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I wi11 notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/AgLnr SicnaturcofContractoFlut / Dale Print Own er/Agent': N;,me Print Co rl,4gen".s Nymc Signature of Nola create of i lorida Dau _ —J' 0' Signature of N 'laic of Florida Date pry . Bonny G Logan FMy Commission DD201551 Owncr/ Agent is --'ersonally Known to Me or Contractor/Agent is _' n'onallytaiown to Me dto aj Expires May 17 2007 ProducedlU.,, _. Produced IDT _.-. APPLICATION - APPROVED -BY: Bldg: Zoning: F ( Initial & Date) (Initial & Daic)- Srecial Conditions; t i i 4 Utilities: FD: Initial Die) (Initial & Date) J0 Fiiatork 14"bract: r i CT' OF SAAFORI FEFtMTT vTljw''A3 t7 ' Znnirtg: it 3 n9t#('x'is, i, 15 5_1 Permit Type: Betilding Electrical h,Iy tia i i 1'ltirribirg Fittsatial le=/r^.1v Flestricsd: i~1e-V Service — o., I F_ddii on/.,n31es ation Chang' o_w 5c r+se T erg: ire P9,115 Methzmesit! Residential " Nona -Residential Repia giant ltler (I tstiajrotat RF ?e;g?C 1 effta[tc •) Piatmb tig/ piety Commercid: # ofFixtures. ;; of Water &• Seep e, Lina Likes plurnbili Residential: # of Watt 'Closeis Plumbing Repair— Residential or GorsvlreA6P,1 Occupancy Type: Residential Cfl i rcial Industrial TOW,-flusre Fo"nEsgs: _ Construction Type: # of Stories: t of Owelling ullifts: l lood Zsne: (FEMA forro reoutred f6"r of Ire l" Cii<;ct p Parcel #: ( Armch Proefcf Ownership A Legal Description) Owners Dame &_ Address: Phone: Contractor Name &Address; MATRTWATMI r. A, AYR rinwn - - - 0RUWV License umber+ Phone & Fax. Bonding Company: Address: Mortgage Lender: Address: ~ Architect/Engineer Phone: Address: -- Fax: Apjlication is hereby made to obtain a p „ t to do the work and installations as indicated. I certify that no work or installano mn-icn(:ed prior lui the issuance of a per mnit and thatall work will l-z- p-eforn ..d to meet standards of all laws regulating. construction in this jurisdise o . 1 understand that a, separate' pennit must be secured for ELECTP TCAL -WORT., PLUTAB9415, SIGNS, WELLS, POOLS, FURNACES, BOIL EW HEARS, TAINKS; and AIR CONDITIONERS, etc. fff OWNER'S AFFIDAVIT: i certify that ail of the foregoing information is accurate and that all work vAli be dongin compliance with all applicable,I wr: i r f tdong' construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COIbIMFPICEMi i jT MLA_' RE.PsULT T)cl l cif if,: l'/; "Tj'\iG TWICE FOR NPROVEMETM TO YOUR PROPERTY. 9: YOU I TEND TO OBTAINFINANCING, CONSULT W1_PF1%YOUR LENDER OR AJ,•l ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: hi addition to the requirements of this pemii, there may be additional restrictions applicableto, r petty that y be found in dte public records of this county, and there , may be additional permits required from other governmental entities such as wat rr n ement disc* staleagencies, 0; frdr-, f agencies. Acceptance of permit is verification than I t611 notify the owner of the property of the re 'retnen of FI a Lien, w.F 713. / 1 MA Signature of Owner/Agent Date Signatu o C nnctor/Age r Date Y' ERT G. D, LO RUSSO Print Owner/Agent's Name P " t Contractor ..Aoen '- s Name Signature of Notary-Statej - . MAR 2004 1 1 of FlondaDateSignature of i\. -- v-State of, Flonda Date O er/Agent is_ Personall no n toMeor Contract_ /Age 'ersonal 'Known to Me or Produced ID Pro'Uce' c .J i AIII'LI(Al ION APPROVED BY: Bldg: Zoning: Lr. ::;s` hDi _ Initial & D'atc) (Initial & Date) (Initial K Date) (Inna &IDat exmmc+a 7iclal C onditionst g, MIRINDAC. TURNER 4 EXPIRES: June 14, 2007 Bonded Thru Notary Public Underwriters FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential V hole Building Performance Method A Project Name: 2879 AAA Builder: DR H.ORTON Address:l1(SICt t w/ Permitting Office: City, State:6 Permit Number: Owner: rtj. Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 112 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0112 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a.. Concrete, hit Insul, Exterior R=3.0, 876.0 W _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 W d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 112 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:St DATE: 03 • oZ I hereby certify that this building, as designed, is in ompliance with the Florida Ener9 Code. OWNER/AGENT: DATE: I I- 1 y - 03 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. 04 THE ST9?°` rf+ a BUILDING OFFICIAL: DATE: lea AB iC RNIEWED EnergyGauge® (Version: FLRCSB v3.2) 1 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR .TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 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 INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier : Multiplier . DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugee/RaRES'2001 FLRCSB v3.2 FORNi 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 As -Built Total: 633.0 412.8 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 INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.E 10832.4110832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 1.8544 4898 10495 33937 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 v ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 60.0 kBtu/hr. 3. Number of units, if multi -family 1 SEER: 12.05 _ 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 13. Heating systems b. Clear -double pane 0.0 ft2 a. Electric Heat Pump Cap: 60.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft2 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone,cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) sTATA in this home before final inspection. Otherwise, a new EPL Display Card will be completed oI-THE based on installed Code compliant features. Builder Signature: Date: I `- 1 -A - 03 a Address of New Home: r f` 2 '' Q . _ kJ i City/FL Zip: cj' A 1T--( e j ;3a--- -3 c0 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS:... PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors &frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at.comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606:1.ABC.1.2.2 Penetrations/openings>1/8" sealed unless backed by truss.or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier:is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, I have combustion air. RA-22 OT14FR PRFSCRIPTIVF MFASI IRFC /mnct ho mat nr avraarlarl by all racirlanrna 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers -shall be mechanically attached, sealed; insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm i Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency 8.4 HSPF Heating input Heating.output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load. Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % Boldltalic 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-Feb-28 13:29:06 ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING;AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 °F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 °F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 153 cfm = 4526 Btuh rocedure u equipment Sizing LoadS 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 *F Summer TD Sensible load for structure (Line 19) Sum of ventilation and structure loads Rating and temperature swing multiplier Equipment sizing load - sensible 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. Internal loads = 230 Btuh x 5 people Infiltration load from Procedure C Equipment sizing load - latent Construction Quality is: a 1485 Btuh 35571 Btuh 37056 Btuh x 0.98 36315 Btuh 2212 Btuh 1150 Btuh 4526 Btuh 7888 Btuh No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtghtsoft Right -Suite Residential' 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a in se a c n 0 d 1 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 i wrightsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCK E:\Files\drhorton\287912879REVD.rsr Page 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 wreghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Febr28 13:29:06 QCC,A E:\Files\drhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET0, Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 X ftn Ld. 1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WICj4MANUAL2Lengthof, exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft Ceiings. Condit. Option 8.0 fti heat/cool d 8.0, ft heat/cool 8.0 fti heat/cool 8.0 ft i heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft2) Htg Clg ft') Htg CIg ft) Htg Clg ft2) Htg I Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 walls and c 13C 3.2 1.2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 M 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0'*** 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling ENV 0.0 0 0 0'*** 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0**" 0 0***' 0 0 0 0 0 Horz 0.0 0 0 0'*** 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 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 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Infiltration a 26.6 8.6 355 9454 3039 91 2424 779 18 479 154 0 0 0 Subtotal loss=6+8..+11+12 37246 8592 1184 85613 Less extemal heating 0 0 0 0 Less transfer 0 0 0 0 Duct loss 10°/ 3725 10% 859 10% 118 10°/ 86 Total loss = 13+14 40970 9451 1302 942 16 Int gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less extemal cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10% 3234 10% 605 10°/ 107 10 °/ 26 19 Total RSH gain=(17+18)*PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (cfm) 0 1933 0 362 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACCA E:\Files\drhorton\2879\2879REVD.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE. STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 i MHNUAL J: /tn t0. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length ofexposed wall 10.0 ft 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft i heat/cool TYPE OF CST HTM . Area Load (Btuh) Area Load (Btuh) Area . Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg Clg ft) Htg I Clg W) Htg Clg ft) Htg Clg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0""' 0 0'**' d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0'*" 0 0*"' 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0"*' 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0'"'* 0 Cooling E/W 0.0 0 0 0*"'* 0 0 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration 1 26.61 8.6 16 426 1371 16 426 137 161 426 1371 0 0 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heafing 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 144 10°/ 149 10°/ 159 10°/ 0 15 Total loss = 13+14 1588 1643 1753 0 16 Int gains: People @ 300 0 0 0 0 1 300 0 0 APPI. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8_.+12+16 1027 1044 1377 0 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 103 10 104 10°/ 138 10% 0 19 Total RSH gain=(17+18)*PLF 1.00 1130 1.00' 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrigl itsOft Right -suite ResidentialTI 5.0.64 RSR26015 2002-Feb-28 13:29:06 i4CCA E:\Files\drhorton\2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /th Ea. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM14MANUAL2Lengthofexposedwall36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM ` Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg I CIg ft2) Htg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0*"' 0 0* 0 0 0 0 d 0.0 0 0'*'* 0 0 0 0'"'" 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0'"*' 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0 0 0'*" 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 D 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 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 1 26.6 1 8.6 531 1411 4541.10 2661 86 15 399 1281 0 0 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 566 10, 154 10°/ 192 10 °/ 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People @ 300 4 1200 0 0 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ S49 10°/ 231 10°/ 157 10°/ 42 19 Total RSH gain=(17+18)*PLF 1.00 6043 1.00 2542 1.00 1731 1.00 . 463 20 Air required (cfm) 0 328 0 138 0 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoft Right -Suite ResidentialT' 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACC E:\Files\drhorton\2879\2879REVD.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHNUAL J: tin to. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 It 15.0 ft 28.0 ft 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 fti heat/cool 8.0 ft heat/cool 8.0 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft2) Htg CIg ft) Htg I Clg f:2) Htg Clg I Htg Clg 5 Gross a 14B 4.6 ill 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0"*' f 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0'*" 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 01 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 110 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 io 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.61 8.6 90 2397 7701 15 399 128 15 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10°/ 906 10°/ 151 10°/ 188 15 Total loss = 13+14 9968 1662 2070 16 Int. gains: People @ 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10°/ 872 10°/ 133 10°/ 167 19 Total RSH gain=(17+18)*PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 0 521 1 0 79 01 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsOlFC Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 ACC E:\Files\drhorton\2879\2879REVD.rsr Page 4 both duct roof mp fun 3- both duct to roof cop fon NN z :n n ro oaf 0 n g US fN w ZO duct N cop > W WF— A/C SLAB a R MIN I WALL duct op Rating Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. Ail duct has an r=6 Insulation value. Fm rm Y r CD m CU = 00 \ O to tU 00 Q o r U m w > z o z o w 3 j o D a aE mIL-icno0 ENGINEERING PACKAGE BUILDER: PROJECT: MODEL/ BUILDING: REVISION DATE: NEW LOAD: A'E'a/ 0 91,23 CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. 11 WINTER HAVEN, FLORIDA 33880 PH ( 800) 959-8806 FAX (941) 294-7934 ri * EngDavid' Nor s. ineer Engineering . and Drafting SeMces " Residenemi - CornmercW Plans & Eng. - Inspections • P'ermft ing - Speciaiszing in Church Design 112 Coleman Road, Winter Haven, FL 33880 Phone- (941) 299-1048 Pager: (941) 965-6956 Fax; (941) 291-4305 TO WHOM IT MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. As an unavoidaLble fact of physics, roof trusses are allowed to deflect 'up to a specified amount, while still meeting deflection criteria requirements. Althoulh 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 pflse ari aestetic problem in the ceiling and/or roof plane. One proceddure that may minimize tine appearance of noticea:ble deflection difference would be the installation of 1/2" TI-K. x 1.6." high APB CDX (or OSB) strangbacks staggered throughout the area of concern, prior to applying any dead load. The plywood- strongbacks should be nailed to each truss with (8) 10d nails. stacked throughout the 16" height of the stongba ck. In lieu of - plywood strongbacks, 2 x 8. #2 Southern Pine sPtrongbacksn taay be used or 2 x 8 #3 S.P. with no knots or imperfections in the bottom surface. The 2 x 8 strong, ckis should be mailed to each .truss with (3) 16d nails into each truss. Either choice of strangb.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 anal/or truss manufascturer, and will not adversely affect the perf.armance of the roof trusses in any way. I.f you have any questions, please feel.free to contact Bob Michaelis at Carpenter Contractors of America, Inc. (813) 294- 6449. Sincerely, Dq--) David R. X-orr s; P.F. November 16, 2001 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind. speed Residential construction Enclosed building do meet the wind loading requirements of the Florida Building Code for: 120 mph 3-second gust wind speed Residential construction Enclosed building (landward of the wind-borne debris region) Exposure B If you have any questions or if I can be of further assistance, please call me. Sinc - e , l-16-01 Walter P. Finn, PE Senior Chief Engineer WA43 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive Haines City, FL 33844 - (863)4224685 - (800)755-6001 ALPINE ENGINEERED Y- PRODUCTS, INC. 1950 Marley Drive o Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a lx4 93 Hem -Fir, fdr continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. alter P. Finn, P.E. Senio. Ci?ief Engineer LM- ALPINE Ell• ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: The strongbacks on sealed Alpine Engineered Products, Inc. drawings for floors are not considered in the structural analysis of the floor trusses. However, strongbacks or other suitable load sharing bracing at approximately 10' o.c. is specified in TPI's Design Standard for Metal Plate Connected Wood Trusses. lx3 cross bridging may be used as an alternative to strongbacking. Cross bridging should be attached with (2) 8d nails at the ends. If there are any more questions regarding this matter, please give me a call. Sincerely, Y - ENGINEERED PRODUCTS, INC. Walter P. Finn, P.E. Senior Chief Engineer v If ft FOR LOADING, LUMBER, PLATES AND OTHER DATA NOT SHOWN HERE, SEE ALPINE DESIGN DRAWING USED IN CONJUNCTION WITH THIS DETAIL. NOTE: DETnIL FOR BEARING NOT LOCnTCO DIRECTLY UNDER VERTICAL WED. CENTER LINE OF VERTICAL WEB. BOTTOM CHORD DEPTH BEARING A NOTE: DISTANCE "A" MUST NOT EXCEED THE DEPTH OF TIE BOTTOM CHORD. PLT. TYP.- ALPINE n41s[I Y[oulRi tYlacnl CARE DESIGN CRIT:TPI REF ALPINE [NClit"It(a IODUCII. INC. C3 C= C= C= C= **IMPORTANT** UIRIt 1101 YI s(SPIDISIYif (Ga RNY WARN ING IH NWIGLINL. [R(Cnow MID 1c LI• PSF on1E 07/21 /92 t= Sk D(YIRIIOM low INII ULIICH 0Y IHtI[ SPCCIFtIN11011{. OY RYY YRAGIIIC. 1[( kill•YI YY 11,1.INIf UC{IGN pSF DRWG 6911, 38'IFIIIIII[ 10 sult0 IN[ TAUS{ IN CONEONMN[( VIIH Giles IY IPI Fos R001110HAL If(CIRL f(an"Eml IIACINL R(TG OL AL IN( CONNECIOCe AY( MO( OF IsGR CALIF. {1((l nc(IInG tSin cliumaQUINHIINll. UNCLIPIIH( YUI{( INOICOID 0?PSF I-1 r- r: N r I• R I -I RlLCA[RPI A{N011U. NPPIY CUNNICIONI IU CRC11 PAC( OF CIIUYO (NAIL I[ IHIfYnllr IIjjlIIC(o MIIH rNo t , I t _ n(. DI. IRu9{ WW 1x+u{I Onuwuwl wnu1G oN 1N1I ul{lcn, rounal Ir xnxcuw /IruuuD 1Nu1'I'll uG l° 1( IT. l.11. I'SF D/n LEA. LONN[[ IOM{ /[Y OYxY1nrs III, I1'I 1(Yx•/. W TICK 11AN011I0S YIIN flur[YLY MIIIICu1G YILIu C[11! _COMEOCx 4YRPPIICAIL[ Ps0Y1t10M1 Of Not 1 Ill. AM INCINI(I'll RIP it,CNNICAI uPDRI( I11.1III F P ^ Walter-,P:FiT1R, P.E..,f f • FAC. I( AL OM INIS ORAMING APP1111 10 Ill( CO01D4(Nl O(PICIID NIB( 04YWALL APf1ICA11oN. FUNNIIH A COf Of 1N 4 r p CY IN ONLY- 1U10 SN11lt N01 I( IIL110 WON IM ANY 0111(e 4RY. 0( IIG11 10 IN( IIUti (A[CI DOH COUCIl PUN, _ . 1 o 2G0 7 TYPE DETAIL C= C= O C= C=_ C= --1/ 1 • IYIItf PLAII IMt1111111. Not 1991 NAIIOIIRI DItICN SPICl/ICRIION /OR 4000 (OHSIRVCIILN 1 t y ` ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City: Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Steve Dawson Carpenter Contractors 941 S.W. 12th Avenue Pompano Beach, FL 33069 Re: Nailing Multiple Member Trusses Dear Steve: On Alpine top chord loaded multiple member girders, when all of the supported trusses are sitting directly on the top chord, there is no need for a positive connection between the chords to transfer the load. Therefore the connection shown on the design may be superseded as shown: As each member is applied, fasten together with 16d nails (gunned) or 16d common nails: Top chord 12" o.c. Bottom chord 12" o.c. Webs 4" o.c. Jf you have any further questions, please give me a call. Sincerely, ALV11\M-ENGINEERED PRODUCTS, INC. Wa Finn, P.E. Senior Chief Engineer Q 127 r.3aAIQALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors of America, Inc. 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Jim: As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" 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 1.6D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 . 4 . 5 . 6 . 7 . 8 . 9 . 10 . 11 . 12 13 . 14 . SPACING OF 0.128" 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 11.7 15 12.5 16 13.3 Please note that 2-ply girders need to be nailed from one face only. i Sincerely, ALPINE TGINEERED PRODUCTS, INC A A Walter P. Finn, P.E. Senior Chief Engineer f` i V 9 1 112" CONDITION "B" I I - CONDITION "C" 1 1/2" E o MAXIMUM TRUSS BEARING CAPACITY CHART fFor Lumber Crushing) LOADS PERPENDICULAR. TO t=ai1AIN ;*j LOADS PARALLEL TO GRAIN (**j C?P+OITfC3i t 1 R1 R1 R1 Bearing Dense RN Bearing Dense f#2IN 3 Width So_ Pine So. Pine Width So_ Pine So_ Pine S'a_ Pine L' 660 PSI 480 PSI L" 2000 PSI 1600 PSI 975 O i 12" 495# 360tf = 7/2" 1,275# 360# 500# 3/4" 7404 540# 314" 1,900# 1, 290# 7504 1" 990# 720N 1' 2,550# 1,725# 1,000# 1-112" 1,485# 1080# 1-112" 3,B25# 2,500# 1,500# 2n 1,980# 1440# 2" 5,100# 3,450# 2,000# 2-1/2" 2,475# 1800N 2-112" 6,375# 4,300# 2,5001# 3" 2,970# 2160N 3" 7,650# 5,175# 3,000# 3-1/2" 3,465# 2520# 3-1/2" 8,926## 6,000# 3,500# 5-1/2" 5,445# 3960It 5-112" 1.4,000# 9,485# 7-114" 7,175# 5220# 7-114" 18,480# 12,500# Loads MAY NOT he increased for duration factor. Loads MAY be increased by appropriate duration factor. I WARNING: TRUSSES REQUIRE IMPORTANT: ALPINE ENGINEERED PRODUCTS. INC., EXTREME CARE IN HANDLING, ERECTION AND I SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE BRACING. SEE JQ- (BRACING WOOD AND RECOMMEWSPECIFICATIONSORANYDEVIATIONFROMTHISDESIGNORANYTRUSSES: COMM FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH THE DATIONS-'TPI). SEE THIS DESIGN FOR ADDI- QUALITY CONTROL MANUAL" BY TPI. ALPINE CONNECTORS ARE TIONAL SPECIAL PERMANENT BRACING MANUFACTURED FROM 10 GAUGE GALVN12ED STEEL UNLESS REQUIREMENTS. UNLESS OTHERWISE SHOWN, OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 TOP CHORD SHALL BE LATERALLY BRACED GRADE A. APPLY CONNECTORS TO BOTH FACES AT EACH JOINT WITH PROPERLY ATTACHED PLYWOOD SHEA- CC TRUss AND LOCATE A9 SHOWN BEARING WIDTHS ARE 4" NOMINAL E SHOWN GN STANDARDS CONFORM O1CABLE THING. BOTTOM CHORD WITH RIGID CEILING IFIED ON DE610ORBRACINGASCWITHFHERETARDANTWTLHAPPlESSPHOVSON90FTHERWISEN109NOTUSETIII9DESIGN TREATED LUMBER TPI - TRUSS PLATE INSTITUTE; NDS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. R1 REVISED FED 1/22/92 D,ESISI'N CR1T. TPI l TO LL: ---- PSF TC DL: - - - PSF PSF TOT,. L'0: - - - PSF Walter P. riim; P.Ec DU,'. ,FA - - - NO. 22839 SPA: (NG - - - rttr: - - - QATF: 12/20/90 DwG. 1,161,668 ENG: VB - O/A LEN: - - - - TYPE: BEARING CHART CABLEEN / Uu -v PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPLIFT 155 PLF BRG.LOC (FT): OVER CONTINUOUS SUPPORT UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. (SBC) WIND SPEED = 110 MPH. MEAN HEIGHT = UP TO 30 FT. ENCLOSED. FOR VERTICAL LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. SPLICE, PEAK JOINT, AND HEEL JOINT PLATES TO MATCH COMMON TRUSS. ALL CHORD GRADES TO MATCH COMMON TRUSS. GABLE ENO WILL SUPPORT THE LOAD FROM 4'0" OUTLOOKERS WITH 210" OVERHANG (DROPPED HEEL GABLE) SPACED 24" O.C., OR THE LORD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). HORIZONTAL WINO LORDS MUST BE TRANSFERED INTO THE ROOF AND CEILING THE RESPONSIBILITYOFDESIGNN AND BUILDINGDESIGNER. ARESYSTEMSTHE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. 2X4 OR GREATER CHORDS T 2X4 WEBS -- REFER TO GRROE, SPACING, 1 -+ AND BRACING INFORMATION I i1* qiTfii 1-1+ a R1 ) STUD SPACING / BRACING O.PINE DEFLEC- NO TION BRACE TUD CRITERIA2411L/ 240 1 3' 10" L/ 120 1 4' 5" L/240 1 4' 4" 1G" L/ 120 5' 6" MUM STUD LENGTH WITH BRACE(S) 1 ) 2X4 L„ BRACE R) 2) 2X4 L„ BRACE B) 1 ) 2X6 L„ BRACE C) 2) 2X6 L„ BRACE 0) 7' 7" 9' 6" 12' 3" 14' 0" 7' 7" 10' 3" 12' 3" 14' 0" 912. 10, 11" 14, 0" 14' 0" 9' 3" 12' 8" 1410. 14' 0" NOTE : L/ 240 = STANDARD BUILDING CODE REQUIREMENT FOR BRITTLE FINISH (STUCCO). L/120 : STANDARD BUILDING CODE REQUIREMENT FOR FLEXIBLE FINISH (SIDING). R) DIAMETER# 3 SO. PINE X 3" NAILS "L2"BRACE. ORC. INATTACH END ZONES; 041, 1O.C. BETWEEN ZONES. B) <2) 2X4 #3 SO. PINE "L" BRACES. ATTACH EACH WITH 0.128" DIAMETER X 3" NAILS 3" O.C. IN END ZONES; 6" O.C. BETWEEN ZONES. C) (1) 2X6 #2 N SO. PINE "L" BRACE. ATTACH WITH 0.128" DIAMETER X 3" NAILS 2" O.C. IN ENO ZONES; 4" O.C. BETWEEN ZONES. D) 0. 128X6DIAMETER. XP3" NAILS 3" D.C. C. INCRCH WLTH END ZONES, 6" O.C. BETWEEN ZONES. Fa -- CONTINUOUS BEARING LT. TY - ALPINE TPI-95 I MPORTANT**"Nmat L of 0[EIt:t nNY WARNI NGN°{NICIISi0L1NWc RECItICCIION CAHO o co 0 0 0 0 0AUS leLtCfoR IRON TNI1 DESIGN 01 THESE SPECIFICATIONS, OR ANY SAACING. SE[ HIS-41 BY TP1. SEE THIS DESIGN p RILURE DEVIATION TO SUILO fNE TRUSS IR CONFUR1111NCI NITN OST11 SY I I. FOR RODITIONNL SPECIRL PERIIRNENI [RACING RE OTHERWISE INDICATED.TOF E= RLFIN[ CONHEC TDRI ARE NAO, Of ESGR CAM STEEL NEETIHO AITN S INCPT AS NOTED. APPLY CONHECIORS TO EACH FACE Of OUIRENENIS. UNLESS CHORO SMALL RE LATERALLY SRACEO NITN FRSI[11 RYr{ GA IRWS ANO UHL[ SS 0 NERNISE LOCATED ON INII OESICH•FOfIIION LY ATTACHED LYu000 {NERININCSOIIOn CNORD COHHECTORS PES ORAu1NC{ In. 1SS { 161A-f. OESICN SIAHOAROS OIIH PROFERLV RTIRCNEO RIC10 CEILING -- SCE C= CONFORM N/ ANLICASL[ PROVISIONS Of. NOS IF1. AN [NGI NEE R•S ALF IRt 1ECNNICRL WOA IE ft/1/111 FOR PROf[R SEAL ON IRIS CIAU1NG APPLIES 10 INC COMONCHT CEPICICO NCR[ DRYWALL APPLICATION- FURNISH A COPY OF llllS C= O C= o O t= IN ONI T. AHO {HALL N01 1C R[UL0 UPON IN ANY OWN' it NAY. YOI TRURt FLRTE INSTITUTE. HOB • 1001 NATIONAL DESICN TO IN[ TRUSS ERECIION CONTRACTOR. DESIGN SPECIFICATION FO DESIGN LpoRO / OUR. FRC. COMOINR11DNS (ORAVITY) 618' PSF 1. 25 e P. Finn, r.:= No. 2293.E E t 1 ! DATE 04/ 17/ 95 RW GE-002 NOTF-:- SEE APPROPRIAT OrHEI-1 DATA NOT X ALPINE DRAWING. FOR LUMBER, PLATES AND SHOWN HERE. GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE CHART FOR SPACING OF GABLE STUDS. (++) 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL *x GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH 10D NAILS AT 4" O.C. PLUS A CLUSTER OF 160 TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. PLATE AS REQUUIRED ON APPROIATE ALPINE DRAWING. PLYWOOD SHEATHING x (STUD MUST BE ATTACHED TO -'TOP AND DOT CHORDS ONLY) _ GABLE STUD SPACING MAXIMUM LENGTH = 2X4 SO. PINE #3 24" O.C. 3'-11' _ 4'-5" _ 2X4 SO. 2X4 SO. PINE #3 PINE #3 16" 12" O.C. D.C. 4'-10' _ X)-(STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL) _ T" BRACE REQUIRED SPACING MAXIMUM LENGTH = 2X4 SO. PINE 3 24" O.C. 5'11" c7'3" 2X4 SO. PINE 3 16" O.C. 6'-0" 2X4 2X6 SO. SO. PINE PINE 3 42N 12" 24" O.C. O.C. 10'-3" 2X6 2X6 SO. SO. PINE PINE 2N 42N 16" 12" O.C. O.C. 11'-B" - 12'-10" --- TRUSS HAS BEEN DESIGNED FOR 110 MPH WIND SPEED, ENCLOSED BUILDING,. 30.0' MAXIMUM MEAN HEIGHT, (4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE STANDARD BUILDING CODE. SIDE TOENAILS FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED) FURNISH A COPY 2X4 Alpine, or 24 Woodloc, VIEW OF THIS DRAWING TO TRUSS ERECTOR. or 3X6 Trulox TYPICAL (++) ALTERNATE LOADING: NOTE: GABLE HAS BEEN DESIGNED TO TC LL 20.0 PSF TC OL 20.0 PSF SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN t - BC DL 10.0 PSF GABLE TO THE FLOOR & ROOF SHEATHING DIA- TOT,LO 50.0 PSF END PHRAMS. CONNECTIONS &DESIGN OF THESE DUO, FAC. 1.25 r SPACING 24.0.. TRUSS SYSTEMS ARE THE RESPONSIBILITY. OF THE BUILDING DESIGNER. VARIES n n ACE Zx4 tf T 11 - 2x6 T 4) 16D BRBOTTOM BRACE CEILING TOENAILS VIEW C GABLE STUD (4) 16D TRULOX NAILS: 0.1205"X1.375" :A TOENAILS TRULOX NAILS OR EQUAL. (4)- NAILS GABLE STUD SPACING PER MEMBER ARE REQUIRED }--- ."....o 1 , t ' REV. WLB 10-6-94f ON EACH FACE OF EACH PLY. SEE Z410. c• MAX. SEE ABOVE (4) 16D TOP OR BOTTOM REV. CLR 12-8-93` ORWG, L142 FOR TRULOX INFORMATION. O H TOENAILS CHORD OR -GABLE REV.CLG10/10/8 t TRUSS REV. CLG 9/15/89 e---- - SPAN REQUIRED OF GABLE— -- REV. CLR 5-3-96 REV. CLG 8/29/89 Y. lx3 ALP IF IjI TE OR 13 WOODLOC FURNISH rA CUPY D SEDISOR DESIGNEREREF S. _ SCALE = 0..3750 PLT_. TYPE ALPI _ P — „UI;9:y RECUIPE E%TR-M CARE _ ALI,,I HIEEHLP4SHEDr•,roD„E, r, INC. DESIGN CHIT TPI REF STUDDED 1= o r= o o a(XI MPORT ANT** SHALL NDT of HEGMIHSIDLE FOR ANY WARNING IN INIJULING, ERECTION AM - 1 [ J O L' OE VIATIW'1 FROM TFIE6E EVECIFICAIIONS UR ANY VEVIATIO11 FROM ultAcinG.Err: HIB-91a'RAciNG NUw TRussm TC'-LL 30.0 PSF DATE 08/07 89 l G7 C= 3 C THIS DEGISN OR ANY FAILUIIE 10 WILD 711E IMMG IN CON`INA+ANCE LDIS OCSI7Y AND 1ZLALMIDATIOI SPECIAL SEE TC OL 15. 0 PSF DRWG 8 6) 719 O [ p p NlIit TILE "WALIIY 61AMIA11D 051U0. 0Y 1PI. ALPINE CONMiCTORG THl6 pi61GT FOR AUI111OMAL SPECIAL PCRNA= ` f 10.0 PSF HC-ENG CLG ARE NAMIFAGTWIEU FROM20GAUGESAI.VANIIEO STEEL VILESG NCNT UNAt;1"U fEOUIRE71EHT6, UILE66 0711ERNI6: i _ pr. FyL __- - — ALPIN _ 1 OIHERHIGE s111NM MEETING REOVIIIEHEH16 of AS1M A446 sanDE A. s1tDYar TOP CIIDPD SHALL DE LATERALLY DRA J 1 `0 TOT . LD. 55.0 PSF O/A LEN . VARIES 1 APPLY COIRIECTORS 10 0UT11 FACES Al EACH J01141 AND LOGATE AS W1TN PF.VEF1Y ATTACFEO 1 W000 6NEA7H1 ` G 6HONH. SEARING NIDTt16 ADE 4• NOMINAL LKEG6 01HERNIGE fIVAN, L10TTOW CLAM WITH RIGID CEILING OR DRACI - P I T CH VARIES t PAIN DESIGN FARING W5 CONFORM WITH APPLICABLE PfgY167CAIS OF AS SPECIFIED W OE61rA1. I10 NOT 116E 1MI6 W,al`IerP. 111111, P.E. DUR-FAC. 1. 33_ ANpS ANU IitVl IPCI). DESIGN WITH FIRE PETARUAN7 TREATED LUNUER. - o 1 o o lyo.228_'.9- , SPACING SEE ABOVE TYPE COMMON TRLI06 PLATE T11M11' 1— Nos NATI011AL OEnim DPCCIFICATIDII FOR H000 cOFF3TRuc1io11 - JOB: TYPICAL HIPJAC_K / K+h1C,SALI TOP CHORD 2X4 90. PINE #2 N B07 CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO, PINE #3 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 6 160/i60A-F FOR W. PLATE LOCATION DETAILS. PROVIDI UPLdFI' CONNECTIONS AT BEARINGS AS INDICATED. lJl'LII'1• : 3?U-- -' LA0 # BRG LOC: p' 4110 N UPL.IU l' BASED ON 15 PSFTOTAL DEAD LOAD. WIND SITED= 110 MPI 1. MEAN I-IEIGI tl'= 3o Ff. ENCLOSED (SBC) NOTE: TI1IS DRAWING REPLACES DRAWING 1,157,932. RL,) 1'ROVIDELIITLIFI'CONNFC'rIONSA`I'BEARINGS ASINDICATED. LJPLAI-I' : 3ZD* 7310-1k R I ) BRG LOG: 0.0 1.8 2 UPI_IfF BASP_D ON 10 PSF TOTALDEAD LOAD. WIND SPEED= 100 MPI1. MEAN I IEIGI If=30F1'. ENCLOSED. (SBC) Q 1 411I V. JW 161304 PROVIDE UPLIF UPOLIFT: BRG LOC: 100 MPH WIND, ENCLOSED BLDG CONNECTIONS AT BEARINGS AS 250# 270# 0.0" 30. WIN PLT. TYP.-ALPI INDICATED. TC X-LOC L-R: 0.29 5.21 9.5 BC X-LOC L-R: 0.29 5.21 9.55 THIS HIP JACK IS DFSIGNED TO SUPPORT A CORNER SET WITH 7' SETBACK FROM BOTH SIDES. CORNER JACKS HAVE NO WEBS. REFER TO DRAWINGS A104/R FOR OVERHANG DETAIL_, L SLOPE MAY VARY FROM 2.12/12 TO 5.66/i2 R1 PRuVIOE UPLIFT CONNECTIONS AT OEARINGS AS INDICATED. UPLIFT BRG LOC 0-U-0 9-1 1 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=Zo FT. ENCLOSED. (SBC) R t I RB + THIS VERTICAL MAY BE OMITTED. Xx IN LIEU OF BEARING WALL, PROVIDE 3-16D TOENAILS OR PROVIDE SPECIAL CONNECTION (SEE DRAWING 1, 154. 944) OR A HANGER ON BOTTOM CHORD FOR 819#. _ RIO Q + R 2X4 ALTERNATE LOADING: R3 TC LL 20..0 PSF . TC OL 20.0 PSF BC DL _10.0- 5F TOT_LO 50.9 P F OUR. FAD. 1.2 HS I R12 Re AP Ulf p1913-9 R1I.41 F-U FLA l . RIo' R,I:v. AP 7%15/97 R 9 ;'REV. RP it J 1?7 R8 REV/ WL8 3/10 95 R7: ffib C- N P P-6-kI4!1/y4.- a R2 REVISED FED 12/4/92 RI REVISED WLB ]1/17{{92 R3 REV AP 2114)g4- 2- 9-15 9- 10-1 OVER 2 SUPPORTS --- R4 AP "o, lojz)lg3 R- 695# W- 2"M I N. R-819# W- 2"Miry' RIZ TPI- 95 FURNISH A COPY OF THIS DESIGN TO ERECTION r1-nlx n:70R i 12 SCALE m 0 5000 ALPINE ENGINEEAEO PRODUCTS, INC. TPU6SE6 REQUIRE EXTREME CARE O - O - - O -X-X IMPORTANT * * BULL 1401 BE RESPONSIBLE FDA ANY WARNING IN IWMING. ERECTION AND - O DEVIATION FROM 1NE6E SPECIFICATIONS OR ANY DEVIATIO14 FROM SAACINO.SEt 1118-g1 4JRACING WOOD 1AMSEF" INTO DESIGN OR ANY FAILURE 10 BUILD THE THUGS IN CONFORMANCE CONKHTARY AND RECONWNDATIONG- TP11. SEE _ O O O O WITH THE 'QUALITY GIANOARO 0610B' BY TPl. ALPINE CONIECTOAS THIS DESIGN FOR ADDITIONAL SPECIAL PERNA- _ -}•` CI O C1 CI ARE MANUFAMUE0 FF04 20 GAUGE GALVANIZED STEEL UNLESS RENT BRACING IEOUIREMENIS, ULEBS OTIERWIS I AL P I N , OTIERMIS! SNDW4. MEETING REOUIREMENTS OF ASIN A446 GRADE A. PIDW TOP CHORD SHALL BE LATERALLY BRAG- tECl+ ' lt APPLY Co"CTORS 10 BOTH FACES AT EACH JOINT ANO LOCATE A6 MITH PFOF'ER.Y ATTAUED R.YN000 GREATHIN TRUSS R SHOWN. BEARING M101116 ARE 4' NOMINAL LNESB DIIERTWIGE SHOWN. BOTTOM CHORD MIT" RIGID CEILING OR BRACIN,r- Waller PT, Finn, P.E. IX6ISN 61ANDARD6 CONFORM WITH APPLICABLE PROV16IONS OF A6 SPECIFIED O4 OE61G4. LO NOT LGE 7HI5 - 1 pp .y d ANDS AND W1P1 lPCll. DESIGN WITH FIRE RETARDANT TREATED LONGER. •14. 0...G LOL397N" C= 1= O O A_- iPI TRUSS RATE INS1111ITF NOB - WAIIO AL DESIGN S IECIFIC.AYION FOR WOOD C0148TOICTION A T. DESIGN CRIT:TPI REF R081-7422 TC' LL 30.0 PSF DATE 11 /07/91 TC DL 15.0 PSF DRWG 11CO2292027 BC DL, 10.0 PSF FL-ENG FED TOT. LD . 55.0 PSF O/A LEN . 9-10-1 1730F1. FAC. 1.33 PITCH 3.5/12 SPACING SEE ABOVE TYPE I-IIPJACK 1nD: •JAMFS 1-1. JACK 7' TbP (:H011I1 2X4 SO. PINF N2 11 OR M 12 II NOTE: JACKS UP TO AND INCLUDING 4'0" UDT CHOD) 2X'I SO. PINE #2 11 Rl AN 8't CANTILEVER AT LEFT ENO. NOTE: FOR 1'0' AND 3'0- JACK ALL LUMBER MAY BE #3 SO, PINE. RIA4- ALI_ PLATF.' An TO B11_ CENTERED ON THE JOINT, LEFT TO RIGHT AND 10P Ili (I(ITT01.1, FXCEI'T NII-EN (_OCAIED BY C111C1_E Oil OTMENSION. t,EL' I.)AAWIHG 130 FOA "PLATE LOCAIIONS ON TYPICAL JOINTS." ALL NAILS SVIF-CIFIED ARE COMMON WIRE NAILS. NO 14ANE. KM1,1"IS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN I11E PLATE CONTACT AREA OR Sf.'.ANFED AREA OF WEB MEMBERS. PROVIDE (3) -16D TOE -NAILS OR (3) -16D (0. 128"X3.0") GUN NAILS AT TOP CHORD. PROVIDE (2) -16D TOENAILS OR (2) -16D (0. 128"X3.0") GUN R15 NAILS AT BOTTOM CHORD. PROV11)F 111'1.11'I' CONNIiCXIONS A'1' 13I AltINC;S AS INUI('A'fL1) I1PIAl'1' 4ZO# 28011 BRG LOC: 0--0-0 7-0-0 UPLIFI' llASED ON 10 1'S1''1'O"I'AI, DFAD LOAD. WIND SI'll.'D= R5 110NII'l1. MIIANIIHIGII'I'=3o1'I'. I;N('I.OSIi1) (SIIC) Rio PRO V11)1; 1JIll. 11'I'CONN1;C7110NSA'I'III-:AIZINGSAS I N 1) 1 CA' 11 .'D. 1 Jl'I,II'1' 300N 2508. II1t J L.00: D. 7' 0" R7 LlI' LlI'I' I1ASH1) ON 15 PSF'I'O•I'AL,1)I'A1) LOAD. WIN1)SPFF'D= 121c 110 M1'l1. M13AN I II:IGLI1'=3ci 11'. fsN(.I.OSI D. ( Sl1C) 12- PROVIDE UPLIFT CONNECTIONS AT BEAAINGS AS INDICATED. 2-TIIRU 8.00-1 UPOLIFT: 250t1 200111 R-4 BRIG LOC: 0.00 7.00 R 1 100MPHWIND, 30.00 FT MEAN HGT, SBCCI, / ENCLOSED BLDG WIND TOTAL OL =10.0 PSF. w SPAN MAY HAVE RB NOTE: 2X4 43 HEM -FIR OR OETTLR CONTINUOUS LATERAL 001TOM CI0110 BRACING W 24" MAX. O.C. 11EQUIIIC_0. ATTACH WI.TI'I 2- 1(id NAILS DRACING IS 140T IILOUI:RED If' A I11GIO CL=[I_ING IS ATTA(.IIEI) DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL 1D HE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITAULF SUPPOPT UY ERLCTION CONTRACTOR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPOLIFT: 200/ 2000 BRG LOC: 0.00 7.00 R to 100 MPH WINO, 30.00 FT MEAN HGT. SBCCI. Furl ngpn al nr, wrun TnTAl nl it, n acf: f/. 5- 0 7 J- P- 0-0 TIIRU 1 - 41- 7-0-0 OVI_11 Z CE- i -I C j/ 6 SA CS 3 3A CV I IA ALTERNATE LOADING: TC LL 20.0 PSF TC DL 20.0 PSF BC OL 10.0 PSF TOT_. LO50.0 PSF SPACING 24.0" R 3 2 vi 3 -/ii - 988 Ri Z Rev U3 2 • 26-98 R( 1 Rmu. AP 'oI aIoRr.0 `LA 7 R9 Rgv. TcE 7/13/9 t go e 1,1114 V-7 AP V1; RL Ap RL'Y Z_1141g4- R4 REVISED TCE 4/12/93 R3 REVISED FED 12/4/92 R15RP Q9-v 51,Vr98 itl REVISED FED 2/ 4/92 R2 REVISED WLB 12/3/92 REVISED IIPI- 1/1I/91 R- a53N Will 2 MIN. RC353M,1,1- MIDJ, REV FED 12/7/90 R 11 • 'IR L . PLT TYP WAVE., TPT - 95 (RI? FURNISH A COPY OF Tills DL1iI(-,0TO ERECTION CONTRAC1011 I I E V 1S.3.R SCALE = 0.5000 ALPIUE L11G1!l1L14lU P110111x:19, Ilc:. Illtl!4'- 161%I:L` L:INLNL CAME' .DESIGN GRIT:1-PI REF 57512-ROB 1 1-1 r::1 C:] C L-J -:1 -X-XIMPORIANT* SIIAI.I NUI 111I IIESI'011timtE FOfI mill WARNING 111 IIAtYc :If(j. 1.,'ECI - f 30.0 L " I -I C_] 1-= -=1 C-1 C_.1 ,ILv1AlItNI f/]N 111CSE :I Gf.tilC•Illuli U" AUr "EVIA11Uu FIVIM ONACII4.SLE N!B-% NIHA:1•4 NUOU 1605iii - { ` -.f- ;TC .L( 30 • O PSF DATE 01 /04/90 L=] C::1 f f-'1 IIIIS fIL•:ILtl Oil Atilt FA11.11111: 10 110110 11IL IIIUUIi III CUIat UIii'MCE CUMILMAf1Y Nlli IL,:I II I IIIIAI lL:1 -II'll ILI 1 L - t'= 1 C-1 l) C:1 Willi Ilit "f11IAL11Y SIANIIAIIII I1SIUU' UY III. ALPINE CCIUlCTOnS iIIIS 0i'.3IW FOR AWIflOIU,L S!'`.21AL :fill 'r - TC DL 15.0 PSF DRI4G 1,1511 677 _ 1- 1 C=7 C71 I -._I AIIC NAIIUFAEfIx IEO FIIIIII 20 EAMIil. GALVA1117E11 SII:EI. (IILLI:U 1IC!41 IxlAC III0IC \IIIII:IIIt11S, ulICNE 111110:4. - cl f I I 1\/ 0 PSF F-L-r_Nc FED _ f_-' nLr'IN I71 1111N111MIC INIUlu1. Nr.1tI IfM fu:l,11111MIIIIS NI "114 A446 MIMIC A. SIYIMI. 11Y' Cl SIIAII 111. I.AIt11AIA.Y ('IIAI" I -_ A1'1 •l If 1:111!l Jlr.11,Il•: lU 1111111 fAl:lti AI EAi.11 .1111111 A11111n1:l IL• AE MI111 I•IYII7:11 1 A,'11:(1 II INIIMII :INI AIIIIlIfI, -a 1_ ! r -1 :.' I01 .1_D 55 0 1)15F O/A I EN. 7-0-0 C' l-.1 I. IIOIIII. III:AII II M. Wllllll:i AIIL .1• Ill llll ll Al IYII l :i:i 11111111WIt:I. SI YIMI. Illll lllll I:I IIY tlI 1111111 1.1 II.IINI (At III IACIfu: } n (_ (' IRUSE111 ;11 U11 aUlI11A11115 1:11111'11111 WI111 11111111•Alll 1'1I11V1ti11Y 1:, IIF A5 EI71:II ill ti " fill l[If DUI. IUIy Walter;P•) 31li1, I} r. ! bull (- AC . 1 . 33 P T T CI I 11.0/ 1 2 f._ ! - 1 .IIII: I Atilt +11'1 II'f.11. IIt S1Ull WIIII' _IAIIIAIII II IIA ICII 1111111111. f T -y'1` ( '---------- --- -- ----- --------- -- 1" ---- ---- --' - --- --._ . --- ---. ! qO. GL.83.7 - - , - I;PACTIT; Inf,IC T IIN uI'1 I'I!n' IIr11111111 1Y1:1' ni1111114 11 IU lul hl'bl II Ire. H u14x1 I'nl1'llnnl llUN _-: .. ' 1 JOB, JOE SY42 WALL TOP CHORD 4X2 S0. PINE] —SEE LIAR. GRfTUC CHART R 5 BOT CHORD 4X2 S0. PINE WEBS 4X2 SO. PINE #3 iWl-(2)4X2 SO. PINE #3 0 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWING.AI5B' FOR TYPICAL PLATE LOCATIONS. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. DIAGONAL WEB IS NOT REQUIRED nNLY.IF ':' PLYWOOD IS. ATTACHED TO ONE FACE WITH NAILS'...PER CODE THROUGHOUT CHORDS • AND VERTICALS. MULTI -VERTICAL WEBS REQUIRED DIRECTLY UNDER A CONCENTRATED LOAD LOCATED ON TOP OF STUDWALL. 2) VERTICALS #3 SO PINE (3X4 ALPINE PLATE EACH END) FOR CONCENTRATED LOAD OF 4000# TO 500011. 3) VERTICAL #3 SO PIN_E__(3X5 ALPINE PLATE EACH END) FOR CONCENTRATED LOAD 5000M TO 1000m. R5 24.0" TIF.P9AX. SEE ABOVE) CHORD GRAD VERTICALS PLF Dow 520 UPLIFTSO_PINE SPACING 1 DENSE 24" 200 1 DENSE 16 " RI 11 l-0 K3 440 1 DENSE 12" 2080 780 2N' 2 4 " 355 140 2 N 16 " 1 803 R3 300 2.N 12" 14ZO 540 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT Sev 'I'/EBl-r- ABovE BRG LOC C0N7`xNVdv& BEAAF',ub. UPLIFT BASED ON 17 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=15 FT. ENCLOSED. (SBC) T 1- G1- 0 TD 2-0`— L LA4 FT5 FTC CO JC. LOA-D LOCATI0" ( SEt )i -A) 3X5 lb 77 124 -rc-E 3X4 R2 REVISED FED CON'1'1N000S aurrvrci 2X4 4/I/92 R1 W=3X4 REVISED FED, ) 1/22/92 F3 ee, i .,,6 /lz zlr3 LENGTH AS REQUIRED` 1B REV•10-26-94 REV. FED. 10/21/89 TPI-95 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR w ' _ SCALE g- MOOD TYPE --REPINE A DCC 2-Ell it lRFLPINEENGINEEREDPRODUCTS, INC. TRUSSES REWIRE EXTREME CARE DE5 I GN C IT --r W RRN I N G ERECTION RNO _ - p p p p I MP DRT R NT * * SHRLL NOT BE RESPONSIBLE FOR RNY IN HANDLING, TRUSSES: TC LL 40 PSF C7 DEVIATION FROM THESE SPECIFICATIONS DR My DEVIATION FROM BRRCING.SEEXIB-9'.ORRCING 9000sTPI). SEE ! 0 I p o o TH[S DESIGN OR RNY FR[LURE TO BUILD THE TRUSS 1N CDNFORMfTNCE COMMENTARY 0 RECOMMENORTIONS TC OL 1 D . D PSF p p p p WITH Tlf 'DUALITY CONTROL MRNUFlL' BY TPI. ALPINE CONNECTORS GAUGE GALVANIZED STEEL UNLESS THIS DESIGN FOR RDOI T106AL SPECIAL PERMR NENT BRACING HEUUIREMENIS. UNLESS OTHERWISE r , 80 OLD CS PSF LPTN ARE MRNUFRCTUiEO FROM 20. OTIIERYISE SIIOVN, MEETING REQUIREMENTS OF HSTM R440 GRADE R. RS SHOWN, TOP CI1UH0 LIIFlLL DE LFlIERPLLY ORTILED YI1H PROPERLY RT111CIIEU PLYYD00 SIIERTHIN , C TCT.LU. 0 CC 0 PSFooAPPLYCONNECTORSTODDTNFACESATFOCII,JOINT AND LOCATE TIRE 4 N. BSTRING ESS 1PRDVISIONSHERWISE YOF IIFIEUORD Y] OtT lc Ja1te. I'. F nfl,,-P E'i J J . 1 DOoTRU55pRNOFYi0S01CONFORMYlITHINrrI'LtL iCRBLEDESIGNflSTTSPECOM UES1GN lWNNOTDRUSERTHN TREFlTEO LUMOEP N 22 839 OUR FAO. p - NOS AND -TPI (PCI). OESIGN YI111 FIRE RETRRORNT PRC I N G SEE ABOVE p G7 p O C] p TPI - IRUSS PLATE INSTITUTE NOS - NTTIDNRL DESIGN SPECIF[Cfl710N FOR WOOD CONSTRUCTION r s. a _:. DRUG 1 153 783 FL- ENG FED O/ A LEN. _ DEPTH 1B.0" TYPE SY42 -GABLE 0 39ba1-Uba edIVA LZ - I -lb TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR,FAC.=1,00) TC From 500 PLF at 0.00 to 500 PLF at 18.96 BC From 10 PLF at -0.12 to 10 PLF at 19.08 W2.5X4 = W1X4(R) o 7-0 W1.5X4 III 11W) D146 PI(tPAKtU FKUM LUMI'UItK INVUI (LUA173 6 I71P1t N31UIV3) 3UUP11I Itu 131 11-33 P1t n. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,275E FOR GABLE DETAILS. 5 W1X4 (R) W2.5X4 l/l I'. 141X4 (R) = W1X4 IH W1X4 III W1X4 III W1X4 III W1X4 III W1X4 III W3X4 = W1X4 III W1X4 III W3X4 = W1X4(R) W1X4III W1X4III W1X4III 19-2-8 Over Continuous Support ' I R=503 PLF W=19-2-8 Ckq) Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design:Criteria: TPI STD 18.2f3 QTY:1 FL 1 E - Scale WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R 0 8 1-- 2 0 9 6 2BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE - INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADI SON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CIIURO SIIALL HAVE PROPERLY ATTACHED - T C 'D L 10.0 P S F DATE 0 3 / 0 3 / 00 STRUCTURAL PANELS, DOT TOM CHORD SHALL HAVE A PROPERLY ATTAC HEU RIG"' CEILING. - IMPORTANT-* FIIRNISH A COPY OF THIS DESIGN TO TIIE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ` i BC D L 5.0 P S F D R W HCUSROE11 00063129 PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY OEY IAT1011 FROM TIIIS DESIGN; ANY FAILURE TO - ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, Sit IPPING, INSTAI LING AND BRACTNG OF TRUSSES. TIIIS DESIGN CONFORMS WITH APPLICAOLE PROVISIONS OF NI) (NATIONI DESIGN i .I` BC L L - 0. 0 P S F H C- E N G JIJ C/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE l 0. I T O L r L'D . 55.0 P S F S E O N - 1 4 6 3 0CONNECTORSAREMADEOF20GAASTMA653GR90GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS lU EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TIIIS DESIGN, POSITION CONNECTORS PEN Waiter P.,FiPA:i,f-:E. -- DRAYINGS 160 A-2. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE Of PftOfESS1Uf1Al. ENGINf1:NING - f D J R: A C . 1 .0 0 FROM R G Alpine Engineered Products,Ille, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. TIIE SUITABILITY AND USE OF THIS r(Q; 22839 Ilalnes City, F1, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEN SPACINGANSI/TPI 1-1995 SECTION 2. 2 4. 0u ILllb4-b114 LiS/9A,b t14 IN1J UWU YKLYAKtU tKUM UUMYUItK INYUI (LUAU) N UIMLNJIUNJJ JUUM111LU CT IKUJJ MYK. TOP CHORD 4x2 SP #2 N REFER TO HIB-91_ FOR ADDITIONAL BRACING REQUIREMENTS. BRACING BOT CHORD 4x2 SP #1 Dense MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-6-0 1,5" Typ; W4X6 W2X4(R) = W4X4 - W4X4 - W4X4 0-7-0 T W2X4 (R) W4X6 W4X4 = W4X4 W2X4 III 3.25" W4X4 - W4X4 - W4X4 - W4X4 = W2X4 III W4X4 = W4X4 W2X4 III W=HS2510 19-7-4 Over 2 Supports W4X4 - W4X6 - W4X6 - I I W4X4 W2X4(R) 1 4-0 0-10-8 8- 0-0 R= 1068 W=7.25" R= 1063 W-4" PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 _ _ HI 1 - E - Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C, L L 40.0 P S F R E F R 0 8 1-- 2 4 3 9 2 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \+) INSTITUTE. 583 D'ON OFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 r' iD 1 0.0 P S F DATE 0 6 / 1 9 / 0 1 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING- IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED aC DL 5.0 PSF DRW HCUSR081 01170023 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 J' p ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN U C L L 0.0 P S F H C- E N G V B/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE - O ` CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV- STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - - T O T . LSD . 55.0 P S F S EON - 12645 EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER `:dzTter, P.`'F1>,'P:E. > a DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1.^. q . D U R,:;F A C . 1.00 FROM R A Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS lY GZ u3 9 , Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - - _--,\, I „ ANSI/TPI 1-1995 SECTION 2. SpAC 2 4 . O r 1 - In cO lunar I r1Af1C R 1)IMF 1,14101`)S1 tiI11TMITTI U RY TRUSS MFR L1109-nnq Z0/7H,13 - r14A) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 15" Typ. W06 W1X4 (R) = W04 1-4-0 i W2X4 III 10 -6 -0 'I 13" 142.5X4 = W2.5X4 = SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3- W4X6 W=W3X6 = W1.5X4 III W4X10 = W1 .5X4 III i :. I I --- I'I 1 W1X4 (R) _ — W=HS2510 W1 .5X4 III Yal . JA + DI 23-0-0 Over 2 Supports I '=-3-6-0- W1X4 (R) Y 0 0 R=1035 W=7.25" R=1470 W=4" Note: All Plates Are W3X4 Except As Shown. PLT TYP. High Strength,Wave TPI-95 R Design Criteria: TPI STD 19.Obl OTY:3 Fl- 1 E - Scale =.375" Ft. WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MARDI.ING. SIIIPPINf,, INSTAI.IING AND TIC L L 4.0 , 0 PSF REF R 0 8 1 - - 7 6 0 3 7GRACING. REFER 1U IIIII.91 (NANOI.ING INSIA11 ING ANU ORACING), 1'IlU1.ISllE II IiY IPI (INU5S PLAIE f - INSTIIUIE, SOJ M'UNOfN1011R., SIII IE TOO, MA11150N, NI SO719), f111i SAI EIY 1'RACIICLS PII I(Ill 10 Pl flf OR THESE FUNCI IONS. HXI ESS OHIERMI SE INOICATEO, fU1' CHONO SHAtI IIAVk PROPERLY AT IACIIED 'TC DL 10.0 PSF DATE 03/28/00 STRUCTURAL PANE I. S, HOT TOM CHORD SRALI IIAYE A PROPERLY ATIACIIfD RIGID CEILING. 1 1 )011IANI" IURNISII A COPY OF 11115 DESIGN 10 111E INS) AIIAIILIN CONTRAC:0R, ALPINE ENGINEFRL(1 BBC Dl_ 5.D PSF DRW 11CUSROlit 0008 044 PN1111U1:1 S, INC. SIIAII NOI B( Rt SPONS IOIE IOR ANY IIEY ]AllION MUM THIS DESIGN; ANY tAll(IRL TO OU I1.0 IIIE INIIS5ES IN Cl1N(UIIMANCL Wl III TPI; OR I'ABRICAIING, IIANIII.I NG, SIIIPP ING, INSIAII.ING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONEURNS WITH APPLICABIE BUY SIG Uf NUS (NATIONAL DESIGN ,i C L L 0. 0 P S.F i-IC - C- N G J W C/ W P F SPECIFICATION PURL ISIIED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE n ' CON NE CI ORS ARE MADE OF TOGA AST A653 GR40"GAL V. STEEL, EXCEPT AS NO1E0. APPLY CONNECTORS TO 1 0 ' f T 0 T . L D . 55.0 PSF S E 0 N - 15340 EACH FACE OF TRUSS, AND UNIESS OTHERNI SE I. UCATE0 ON THIS UESIGII, PUSIIIGN CU it NE CT ORS PER :'- DRAWINGS 1G0 A Z. 111E SEAL Uil1,,IS DRAWING INOICAIES ACCEPTANCE OF PRUFESSIORAL ENGINEERING WslterP Finii.P:.E. - - DUR FAC. 1.00 FROM JRH Alpine Engineered Products, Inc. RESPOHSIU1111Y SOLELY IOR 111E TRUSS COMPONENT DESIGN SIIUNN. E SUIIAI111.ITT AG0 USE OF THIS H011105 City, FL. 3384 COMPONE NI FOR ANY PARIICULAR BUILDING IS I E RESPO NS IOILIIY OF IRE BU 11.0I NG I) IGNER, PER 'AVO. 22839 S•, ANSI/fPT 1.1995 SLCTIGN z. _...: _,.. .,}'.ACING 24.0" , 39n91-Ub9 Ztl/VA LZ - VIZ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 15" Typ. W06 = W1X4 (R) = 143X4= 0 7 0 10-6- Illy I)Wb NI(LI'AI(LU VI(,UM LOMPIIILI( INYUI (1-UAll3 a 31MI'llI Iu) REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 621# NON -WIND UPLIFT AT BRG (X-LOC, Y-LOC): 22.77', 8.00'. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1-9-0-- 6.688" 9-3-1 2.5" W1.5X4 III 143X4 = W3X6 = W=W2.5X4 W4X6 Wl .5X4 III W4X10= W1X4(R) = lv'+AU= W 2 X 4 III W3X4 19-7-1 23-1-4 Over 3 Supports R=979 W=7.25" R=2020 1V—JB./5'622 14=4" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL 1 E - Scale =.375" Ft. WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, IIANDLING, SIIIPPING, INSTALLING AND T C L L 40 .0 PSF REF R 0 8 1 - - 2 0 9 5 8BRACING. REFER TU IIIU 91 (IIANDLING INSTALLING ABU OR ACING), PUBIISIIEU BY TPI " NUSS PLATE , INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. HI 53714), FOR SAFETY PRACTICES PRIOR TO T C D L 10 . 0 PSF DATE 0 3 / 0 3 / 0 0PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CIIORD SHALL HAVE PROPERLY AT7ACHED I T STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. - IMPORTANT " FURNISH A COPY OF TNIS DESIGN TO THE INSrAL1.ATION CONTRACTOR. ALPINE ENGINEERED 8 C D L 5 .0 PSF D R W ncustIom 0006aI (i PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOnALP1BUILDTHETRUSSESINL'ONFORMANCE WITH TPI; OR FABRICATING, IIANDLING, SIIIPPING, INSIAILINO AND BC L L 0.0 PSF H C- E N G J W C/ W P FBRACINGOFTRUSSES. TBIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN "! SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i fl T 0 T. L D. 5 5.0 PSF S E Q N- 14658CONNECTORSAREMADEOF20GAASTHA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EAC11 FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION C00)lECTURS PER jlJsil:ei P:,F117T1y'P, _ ORAWINGS 1G0 A 2. THE SEAL UN TH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR . F A C . I . 00 FROM R G RESPONSIBIL [TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE Of THIS 'JAlpineEngineeredProducts, Inc. No. 28:,9 I1H111(1S City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TIIE RESPONSIBILITY OF THE UU ILDING DESIGNER, PER Y ANSI/TPI 1-1995 SECTION 2. ...._-"....... ....- (..i: S"PACING 2 4 . 0 " 34541-D54 2879A Z2 - FT3) TOP CHORD 4x2 SP #1 Dense J2 4x2 SP #2 N: BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 DEFLECTION MEETS.L/360.00 LIVE AND L/240.00 TOTAL LOAD. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.53" DL: 0.20" (SEE DWG 579,000) RECOMMENDED CAMBER 3/8" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1 10-6-0—122.25' 10-6-0 ' I 15" Typ. W1X4(R) W1X4 (R) = W4X6 = W3X4 W=W2.5X4 W3X4 W4X6 = W4X6 0 7-0 f 6— 0 10 88 0 0 82 W1X4 (R) = W4X6 = W3X4 = W1X4 III W1X4 III W3X4 = W4X6 = W4X6 = W2X4 III 144X6 = W=HS2510 = 22-10-4 Over 2 Supports T 1-4-0 R=1251 W=7.25" R=1237 W=3" 1 ` Note: All Plates Are W2.5X4 Except As Shown. O PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 Fl_ 1 E Scale =.25" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOIING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R 0 8 1-- 20959 BRACING. REFER TO HIB.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 1P1 (TRUSS PLATEIMST PERf ORMING THE S EBFU NCTIONSOR UNL E SUF STO THERYISEDINOICATEO, TOPILHURDFSRALLF HAVEP PROPE R L Y AT iAONCIt ED T G' D L 1 0. 0 P S F DATE 0 3/ 0 3/ 0 0 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PIT 0PERT, AITACHEU RIGIU - 111NG. - _ C IT IHPCRSANT— SHARNISIT ABEDRE$PONSIBLE0ESTGNAT0 TDEVIATIAttATIMNTHMSTOESIGN; ALPINEFAILUREETOB 1' 8C D.L 5.0 PSF DRW UCUSROUt (10(163128 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HARDLINO, SIIIPPING, INSTALLING AND il BC L L 0, O P S F H C- E N G J W C/ W P F 7ALPINE BRACING OF TRUSSES. Tit IS DESIGN CONFORMS WITH APPLICABLE PR UVIS TONS OF t1ITS (NATIONAL DESIGN !1SPECIFICATIONPUBLISHED BYTHEAMENICANFORESTANUPAPERASSOCIATION)ANU TPIAt PINECI TOT .L D.- 55 .0 P S F S E Q N - 1461 4 CON N'CIORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. LX CEPT AS N01E0. APPLY CUN NECIURS 10 - EACH FACE OF TRUSS, AND UNLESS OTII Efl WISE LOCATED ON TIIIS DESIGN, POSITION CU II NECIORS PEA Wa;tc r ?. Firii'.,?:F. A 7 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEERING D U R . F A C . 1 .00 FROM R G Alpine Engineered Products, IIIC. RESPONSIBILITY ANY PARTICULAR FOR ORLTHE BUILDING TUSS COMO COMPONENTTTHERDESIGNSHOWN. OF 1THE 11ESUITABILITYNG SIGN E USE R. P ON THIS N O., `22839 —_ Haines City, r1. 33s44 ANSIITPt 1-1995 SECTION Z. J A C I'N G 24.0 " 1 , 21164-51-14 2879A - FGD3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. FOP CHORD 2x6 SP #2 N 3OT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, NCLOSED BLDG, NOT LOCATED. WITHIN 8.50 FT FROM ROOF EDGE- dIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= 1.5X4III 4X4=— TIn r---11 2 Complete Trusses Required t---- NAILING SCHEDULE: (0.1280.0_g_nails) TOP CHORD: 1 ROW: @ 4" o.c. BOT CHORD: 1.ROW @ 4" o.c. WEBS :'-i ROW @ 4" O.C. USE EQUAI_ SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 1) 1/2"—bolts MAY BE USED FOR (2) 0.1280.0_g_nails ON THE TOP CHORD ONLY. SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 600 PLF at 0.00 to 600 PLF at 3.71 BC From 10 PLF at 0.00 to 10 PLF at 3.71 BC 1257 LB Conc. Load at 1.85 THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24" O.C. IN LIEU OF PLYWOOp SHEATHING. PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 _ FL 1 E Scale =.5" Ft. O O O —WARN ING'• TRUSSES REQUIRE EXTREME CARE IN fABRICATION. HANDLING. Sit PPING, INSTALLING AND T C„ L L 40.0 PSFF R E F R 0 8 1-- 3 1 8 5 8 U MAC G. REFER TO 1118-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAIE r FY O O INSTITUTE, 503 O'ONOf10 UR., SUITE 200, NAUISON, MI 53719). FOR SAFETY PRACTICES PRIOR TO I C! ID L 1 0. 0 P S F DATE 0 8/ 2 2/ 9 7 PERFORMING THESE FUNC110NS. UNLESS OTHERWISE INDICATED, TOP CH RD SHALL NAVE PROPERLY AITACHEO p O = STRUCTURAL PANELS. BOTTOM CHORD SHAI.1 HAVE A PROPERTY ATTACHED RIGID CEILING. ` B,C DL 5. 0 PSF DRW HCUSR081 97234096 IMPORTANT,• FURNISH A COPY Of IRIS DESIGN CO THE INS1At L AT ION CON IRA CI OR. ALPINE INGINLEREO YNODUCIS, INC. SIIALI N01 BE RESPONSIBLE I"Olt ANY DEVIATION FROM.iI11S DESIGN; ANY FAl1UNk 10 ' ` -i` B C L L 0. 0 P S F H C- E N G V B/ W M R ALP IN E UUIIU TIII INU5SE5 IN C01ORMARCt lilIN IPI; OR IAURtCATING, HANDLING, SHIPPING, INSTAIIAIIUN OR - URACING OF TRUSSES. IIIIS DISIGX iUNFURXS wllll AYYLICARIE PROI SSowS Uf NUS (NATIUNAt OL GN - T Q . L.D. 5 5 . 0 P $ F S E Q N 11415VSPCitICAlIONYUbIISIItUBY111CAMIDICANTUNESIANUYAYtRASSUCIAIIUN) AN11 II•I. At PI NI -'-' Iaher P Firm, ,:. n CONNECTORSAREMADEOf20GAASIMAGS3GR31GAtV. STEkt, EXCEPT AS N01EU. APPLY CONNILIORS 10 7 lJ U.T\e. F A C 1.00 FROM G B W ALPINE S S EACH FACE OF TRUSS, AND UNLESS U111L 11wl Sf LUi AIkU ON 11115 DESIGN. SIGN, POSITION CONNECT UIIS I'kR TQ, 2209 u ' UNAwINGS 130, 150 AND 160 A f. AN ENGINEER'S SEAL ON FIIIS (IR AWING AI'Y I. TES ONLY TO 1it 1 DESIGN ' - C t1 C ( ( FOOOFIRETRUSSOLPICTCACREAND51UII. NUT Bf. NELItO UPON IN ANY_0111EN WAY. ` ,``r A ` + N " S E E A B 0 V n rn i nnM rru.rn rr cu 1 M D I I f n (I A IC R III MI NSI TINS) S1111M)1ILD BY I R 0 SS I*IT. 1, 34341-U99 Ltl/'JA LC - T'II) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD 10- 6-0 -125.25" 15" Typ. W1X4 R = W4X6 = W=W2.5X4 = W3X4 0- 7-0 6— 82 W1X4 ( R) W4X6 = W3X4 = W1X4 III WIX4 III W2X4 III W4X6 = W=HS2510 - REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.53" DL: 0.20" (SEE DWG 579,000) RECOMMENDED CAMBER 3/8" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10- 6-0 W1X4 ( R) =. W3X4 - W4X6 = W06 = W3X4= W4X6= W4X6 T 1- 4-0 LCE 23-1-4 Over 2 Supports R= 1261 W=7.25" R= 1256 W=4" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:13 FL 1 E - Scale =.25" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND TIC L L 4 0. 0 P S F R E F R 0 8 1-- 2 0 9 5 4 BRACING. REFER TO IIIB 91 (HANDLING INSTALLING AND BRACING). PUULISHEU BY TPI (TRUSS PLATE PERFORMING TNESEOFUIT OF0 SDRUMLESSTOTNEAWISEOINDICATED, TOPIf,IIORD SIRtALIFMAYERPROPERLY ATTACt1ED _ . T C D L- 1 0. 0 P S F DATE 0 3/ 0 3/ 00 STRUCTURAL PANELS, BOTTOM CItORD SHALL HAVE A P11OPfT Y ATTACHED RIGID CEILING. 7 IMPORTANT— FURNISH A COPY OF TITIS BESTGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED "; QL 5.0 PSF DRW IICUSRDtsI OD06.1)19 PNODUC TS, INC. SHALL NOT BE RESP ONSIOLE FOR ANY UEYIAT ION FR OI1 PHIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, IANDLING, SHIPPING. INSTALLING AND "', _ B,C' L L 0 . 0 P S F H C - E N G J1•IC / W P F A L P I N E BRACING OF TRUSSES. THIS OE SIGR CONFORMS WIT11 APPLICABLE PROYISI ONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERIC% FOREST AND --.PAPER ASSOCIATION) AND TPI. ALPIIIE 1 O T O T .'L D 5 5. O P S F S E Q N - 14666 CONNECTORS ARE MADE OF 2EGA ASTM A653 GR/0 GALY. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO - _ E AC 11 FACE OF TRUSS, AND UN/E SS OTIIE RNISE LOCATED ON TII IS UESIGN, POSIT IOI, F-OHNE CI OAS PEN Walt-% F',. F11.111, .+- DRAWINGS 160 A 2. THE SEAL ON T1115 DRAWING INDICATES ACCEPTANCE OF PROIESSIONAI. EIIGIHEERING f- p E YY DUR.F,F;C. 1.00 FROM RG Alpine EDgineered Products, IllC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TILE SUITABILITY ANO USE Of 'Tills ,Io., 22 83 7') A 7 Haines City, FL 33844, COMPONENT FOR ANY PARTICULAR BUILDING IS TILE RESPONSI0IL ITY Of ItIE OU IL DIt(G UESIGtIER, PER ' S A C 1 N G 2 4 . 0 ANSI/TPI 1.1995 SECTION 2. _ ,- k34041-1-174 Zd/yA LZ - 1'IGt TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 600 PLF at 0.00 to 600 PLF at 22.73 BC From 10 PLF at -0.12 to 10 PLF at 22.85 W2.5X4 W1X4 (R) 0-7-0 W1X4 W=W2.5X4 1111J UL9U 1'KLI'AKLI) FIXUPI 1,U19YUItK InruI (LVAUJ a 1111-1-J -11) • ^•• REFER TO 1118-91 FOR ADDITIONAL BRACING REQUIREMENTS, BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST'BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,275E FOR GABLE DETAILS. W1X4 (R) W2.5X4 W4X4 = W1X4 III W1X4 III W=142.5X4 = W1X4 III W1X4 III W1X4 III W1X4 III W1X4 III W3X4= 22-11-12 Over Continuous Support IN1 A4 (R) 0-7-0 T 1-4-0 R=603 PLF W=22-I1-12 Note: All Plates Are W2X4 Except As Shown. K PLT TYP. Wave TPI-95 Design Criteria: TPI(STD 18.21`3 QTY:1 FL 1 E - Scale WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C., L L 40.0 P S F R E F R 0 8 1-- 2 0 9 6 3BRACING. REFER TO H)B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PIAIE INSTITUTE, 153 D'ONOFRIO DR., SUITE 200. MADI SON, WI 53719), FOR SAFETY PRACTICES PRIUR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CIIURD SIIALL NAVE PROPFRLY AT1ACUE0 - 7' T C D1 10.0 P S F DATE 0 3/ 0 3/ 0 0 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATIACIIED RIGID CEILING. IMPORTANT— FURNISH A COPY OF TItIS DESIGN TO TIIE INSIAtIATION CONTNACIOR. AIPINL ENGINELRED 11 11(, DL 5.O PSF DRW IICUSROtiI u00f1.)124 PHODUCI-S, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIURE TU \ y ALPINE BUILD TIIE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, IIANDLING, SHIPPING, INSIALLING AND _ I B.0 L L 0.0 P S F N C- E N G J W C/ W P FBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Uf NDS (N AT IUN AL DE k,0PCIFICATIONPUBLISHEDDYTHEAMERICANFORESTANDPAPERASS(ICIATIOEI) AND TPI. ALPINE TOT.LD. 55.0 PSF SEQN - 14642CONNECTORSAREMADEOF2OGAASTMA653GR4OGALV. STEEL, EXCEPT AS 101E0. APPLY CONNECTORS 10 tEACHFACEOFTRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN POSITION CONIIfCTORS PER W.LtvY F".. Flllil,i-.L': .. DRAWINGS160Ai. THE SEAL ON 71115 DINING INDICATES ACCEPTAIICE OF PA OFESSIONAI. ENGINEERING D UP._'F-A C,. 1 O O FROM R G Alpine Engineered Products, Inc. COMPONENTIFORYANUYLPARTIOU U REBUIUDINGUISUTHETRESPONSIBIILOITT OF IIIE BUIIDINGIDESIGNERSEPER THIS Flo. G2 83 9i M naulzs City, F1, 33844 ANSI/TPI 1 1995 SECTION 2. S Q 0 I N G 24. O 21164-5H4 2879A - BI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL 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. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR I91 rIA" WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, AN OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.2 TC From 54 PLF at -1.00 to 54 PLF at 17. BC From 4 PLF at -1.00 to 4 PLF at 0. BC From 20 PLF at 0.00 to 20 PLF at 17. BC From 4 PLF at 17.12 to 4 PLF at 17. PL 855 LB Conc. Load at 16.73.17.47) W-: R=711 W=8" U=490 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TIC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE KOPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. 17-1-8 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI-95 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, IIANOL ING. SHIPPING, INSTALLING AND U RACING. REFER TU HIU 91 (II A RULING INSTALLING ANU BRAC INGI. PUBLISHED BY TPI (TRUSS PLATE INSTITOFE. 5B3 D'ON OF10 UN., SUITE 200, HADI SON, WI 5311 CR0 FOfl SAFETY PRACTICES PRIOR 10PERfORMINGIIIESFFUNCTIONS. UNIT: SS UfII LRNISE INIIICAIED. TOP CIIURO SIIAI. 1. II AYE PROPERTY AIIACIIED SIRUCIURAL PANELS, UOT10M CHOHU SHAI.1. HAVE A PROPERLY ATTACHED RIGID C[11. ING. IMPOIITANI" FURNISH A COPY OF MIS DESIGN TO THE INSTALLATION CONTRACIOR. ALPINE ENGINEERED PNUDIIC IS, INf.. S11 AI I. NUI UE HLSILONSIIIIt FOX ANY DFVIATION FROM IRIS DESIGN: ANY IAll URI: 10 O11 LLD 'I LIE III USS ES IN CONFUR HANCW1111 IF : OR FAURICAI ING, HANDLING, SHIPPING, INSIAI. I. ING AND BRACING Of TRUSSES. IIIIS DESIGN CONFORMS. WITH APPLICABLE PROVISIONS OF NOS (HAIIONAL DESIGN SPECIFICATION PUBLISHED BY IIIE AMER FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CUNNE CI URS ANC MADE OF 20GA AS1 AG53 GRAB GALV. SIEEL, E%CEPT AS NUT ED. APPLY CONNECTORS TO E AC 11 FACE OF TRUSS, AND UNLESS UT HERWI SE LUCATE0 ON THIS DESIGN, PUSLT TUN CONNECTORS PE0. DRAWINGS 160 A I. THE SEAL ON TII IS DRAWING 1N0 CATIS ACCEPTANCE Of Pft OFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESP ONSIDIL ITY SOLELY FOR I11E TN SS f. OMPUNE HI OCSIGN SHOWN. I'ME SUITABILITY AND u5E Of fills IlDillescily, f'f. 318+1 [OMPONFNI rQR ANY PARIICIIIAN HUIIDIN6 IS IIIL III'SPONSIBIIITY OF III BIIILDING UESIGNIN, FIR AN; I LILT 1 1140. :I 1l lil 11 7. I nn; gItzr , P. 'Finn, P.E. No'. W2X4111 11N 0- 0- -,8 3 15 17- 5-8 R= 1504 W=3" U=400 FL/ 1/-/-/E/-/- TC LL 20.0 PSF TC' DL 7.0 PSF EiC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DHR,_' FAC . 1.25 SPACING 24.011 UM UMa5 Scale=. 25"/Ft. REF R081--39154 DATE 03/03/98 D R W HCUSR081 98062001 HC- ENG VB/WPF SEQN - 16228 FROM GBW THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SuomIITTED BY TRUSS MFR. 25638-5H4 2879A 03 - FGD) 2 Complete Trusses. Required , TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: NAILING SCHEDULE: (0.1280.0_g_nails) WEBS 2x4 SP #3 TOP CHORD: 1 ROW @ 5" o.c. BOT CHORD: 1 ROW @ 12" o.c. 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, WEBS 1 IN @ 4" o.c. QW USE EQUAL SPACCING BETWEEN ROWS AND STAGGER NAILS ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, IN EACH 4OW TO AVOID SPLITTING. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. IN LIEU OF RIGID SHEATHING; TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00"OC. TOO CARRY THISOP TRUSSES EFRAMING NTOTOPCHORDCGIRDERRDESIGNEDOMONEANDI7OOo0000 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE TOP CHORD FROM OTHER SIDE. USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 120.00" O.C. FABRICATOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 3-0-0 THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24" O.C. IN LIEU OF PLYWOOD SHEATHING. W4VA= 1.Invn— WAxa= 414X4= M4111 W6X6= W4X4= W4X4= W4X6= W2X4111 W5X5= W4X10= R=2412 W=3.5" U=1910 R=3682 W=3.5" U=2350 R=5796 W=3.5" U=2770 I 8-3-12 1-11-8- 0-7-0 Over 4 Supports 3-0-0 8-0-0 WL114111 R=3184 W=3.5" U=2360 Desi n Criteria: TPI-95 STD 18.2c4 FL 1 - - E - - Scale =.375" Ft. PLT TYP. Wave TPI 95 R WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND - T C L L 20.0 PSF R E F R 0 8 1 BRACING. RE FEfl TO IIIB-91 (HANDLING INSTALLING ANU BRACING). PUbIISIIED by TPI (TRUSS PLATE INSTITUTE, .583 D'ONGFRIO DR., SUITE 200, MADISON, NI 537I9), FOR SAFETY PRACTICES PRIOR TO . T C , DL 7.0 P S F DATE 0 5 / 0 1 / 9 8 PERFORMING THESE FOil CTIDNS. UNLESS OIHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BOLL 10.0 PSF DRW HcusRo81 98121081 IMPORTANT FURNISH A COPY OF TII IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSI6LE FOR ANY UEVIATIUN FROM THIS DESIGN; ANY FAILURE TO P C L L O. O p S F H C- E N G V B W P FBUIIDTHETRUSSESINCONFORMANCEWIT11TPI; OR FABRICAIIOG, HANUL ING, SHIPPING, INSTALLING AND E" BRACING OF TR BSSE S. TII15 DESIGII CONFORMS WITH APPLICABLE PR UYISIONS Of NOS 61ATIONAL DESIGII _ SPECIFICATIONON POBLISNED By 111E AMERICAN FORE5.T.AND PAPER ASSOCIATION) AND TPI. ALPINE Q T 0 F L D 37.0 P S F S E Q N 22294 CONNECTORS ARE MACE Of YOGA ASTM AU53 GRAD CALM "$ (Lt. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANU UNlkSS 0 HERWISE IULATEp ON THIS DESIGN, PUSI110N CONNFCIOHS PC' SItOT P.;Fln15 . D U R F A C , 1 , 2 5 F R 0 M G B W DRAWINGS 160 A'I. 111E SEAL. ON THIS DRAWING INDICAILG ACCEPIANCE OF P0. OFE SS IUfI AI EIIGINEEN ING 9 t ) A Alpine Engiueercd.Producls,lnc. RESPONSIBILITY SULf1.Y FUR TIIE TRUSS COHPONENT DESIGN SIIUWN. TIIE SUITABILITY A1111 USE OF THIS No. 22 83 9 } L'IUIIICS city, 33B a CD P.NENT FOR ANY PARTICULAR BU II.D ING IS THE ftESPONSIB ILITY OF TIIE BUILDING DESIGNER, PER ,.. I N G S E E A B O V Y ANSIJTPI 1-1995 SECTION 2. -- 21164-5114 2879A - C1 ITOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. i 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. I+ MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. GABLE END SUPPORTS 8" MAX RAKE OVERHANG. REFER TO DRAWING GE-001, GE-002, OR 876.719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. W3X6 (F1) R-612 W-8" U-240 1-0 3 4-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. W4X4 - 6f 1 7-7-11 W6X6= 3L— W4X4z R-526 W-8" U-360 0j— 0 7- 3-0 1 14- 8-0 Over 2 Supports j Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI- WARNING** TRUSSES REOIIIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALIING AND BRACING. REFER TO 1110 91 (11ANU1. ING INSTAL I. ING ANU BRACING), PUUIISHIO BY TPI IT MUSS I•L ATE I NSTIT UT E ,V 5B3 0'ON OFIO OR.. SUITE 'C00. HAD ISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD $HALL MAYS PROPERLY ATTACHE STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID -CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PNUDUCIS, INC. SHALL NOT BE RE SPONSIULE F00. ANY DEVIATION FROM 1HIS )ESIGN; ANY ,All URE TO BHILO THE 1NUSSES IN CONFOR MAHCI NITII TPI; OR FABRICATING. HANDLING, ,III PPING, INS TAI I. I NO AND BRACING Of TRUSSES. THIS DESIGN CONFORMS NI III APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPECIf1CAf10N PUBLISHED BY THE AMERICAN FOREST 'AND PAPER ASSOCIAf 10N) AND TPI. ALPI NI CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GAIN . STEEL, EXCEPT AS NOTED. APPEY CONNECTORS TO E ACII FACE OF TH USS,AND UNLESS OiIIERNISE I.UC.ATED ON THIS DESIGN, POSITION CUNNECTURS PCR ORAW INGS 160 A-Z. IHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SHOWN. TIIE SUITABILITY AND USE Of THIS P IlBines City, i l. 33844 COMPONENT FOR ANY PART ICUI,AN Uu1101NG IS fllf flESPUNSIU II ITY Of TIIE OIIILUING DESIGNIR, PLO ANS1111' 1 I I995 Sf CIION 7. D118. 2c4 I O L41lAll --: Walter- ri. Firiri, F'.E. No. 2 039 FL/- TC LL- 20.0 PSF T- C, DL 7.0 PSF BC UL, 10.0 PSF BC, LL _ 0.0 PSF TOT. LD. 37.0 PSF O11R . FAC . 1.25 SPAC- TNG SEE ABOVI Ct Scale=. 375"/Ft. REF R081--39159 DATE 03/03/98 D R W HCUSRO81 98062002 HC- ENG VB/WPF SEQN - 16224 FROM GBW CHORD 2x4 SP #2 N CHORD 2x4 SP #2 N WEBS 2x4 SP #3 LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLEENFOR THE DESIGEAR DESIGN OF THE F AND CEILING DIAPHRAGMS , PORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE C6NTTOUBES THE GABLE END. ALL CONNECTIONS SIGNED BYTTHE NBUILDING DESIGNER• BLE END SUPPORTS 8" MAX RAKE OVERHANG. FER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD RTICALS AND BRACING NTALEWIND SLOADSLINTODTHESROOF NAND SCENLDINGO tANSFER ALL HOR APHRAGMS. CONNECTION AND DESIGN OF TFIESE SYSTEMS ARE TH SPONSIBILTTY OF THE BUILDING DESIGNER. W4X4= W2X4 THIS D14G PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MrK. 100 MPH WIND, 20. 0 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = S. OpSF, WIN BCATLBEA5 OGPSF. ' U=UPLIFT CONNECTIONO.C. ACING A RIGID CEILINGOR TTACHEDUTOSTHETBOTTOMERAL RCHORD•AT 24.00" MUST BE PROPERLY` A1)= R=114 PLF W= 7-0-0 U=120 PLF R=114 PLF W= 7-0-0 U-120 PLF Y0,0.0 --1 0-0-0 Over 2 support T 4 12 AGO FL LI IT- t - Note: All Plates Are W2X4 Except As Shown. Design Criteria: TPI-9FIT1111*0i c4 TC LL 20. 0 PSF P L T T Y P. Wave T P I- 9 5 TRUSSES REQUIRE EXTREME CARE IN FABRICATION, ANDLING, SHIPPING. INSTAILINfi AND I C ,D L 7.0 P S F WARNING•' BRACING. REFS" TO IIIB- 91 (HANDLING INSTALLING AND GRACING), PUBLISHED BY 1P1 [CIS PIA ACHEDI Y1 0 • 0 p S F 1NST ITUTE, 5B7 O'ONOFRIODR.. SUITE 2D0. NAO ISO". Wl 53719). FOR SAFETY PRACTICES PRIOR TO (B.l. D L THE, STRUCTURAL PANELS RBOTTOM OTTOMS CHORD SMALL HAVESA PROPERLYATT ACHEDO RO GCOACEILIOR, ALPERLY ATINEERE IMPOMTANI " FURNISH A LOPY Of THIS DESIGN TO THE INS) All ATIUN CONTRACTOR. ALPINE ENGINEERED C L - O O P S F pit RDICIMADUCIS, INC. SHALL NOT BERESPONSIBLEFORANYDEVIATIONFRINGf1NTHISUESIGN; ANY FAILURE MI/ BUILD 111E TRUSSES IN CONFORMANCEGNWITH CITNFORMSDNIl11AAPPLICABLE BRICATING PRUVISIOHSSOfPNOSI (HAIJONa-IN IG"p , -._T0 T L D 3 7 0 P S F BRACING OF TRUSSES. r SPECIFICATION PUBLISHED BY TIIE AMA653 N40- 1 AND PAPEH ASSOCIAIIDN) ANU II'AP ly I. AlllNlp F+il LT,P.E_ ,, LC UR FAC 1 .25 CONNECTORSUARE MADE Of ANU2 UNIESSIUI11CISL4 JOCA1ED ONE TIIISE DESIGN/SPUSIIoUN CIINNCC fIINSNITNEES Ill SPACING SFF AROV DRAWINGS lO0 TRUS TIIE SEAL ON '1" S OR AWING 1NU lCAlES ACCEPTANCE OF PRUFESSION AI ENGINEERINGRAWINISIB60A 2. ELY FOR TIIE TRUSSCOMPONENT DESIGN SNOWII. THE SUITABILITY AND USE OF THIS 283g COMPONEN7 FOR ANY PARICUI AN OIIIL01NfiISTIIERESPONSI(iIIITY OF111E BUILDING DESIftIER. Alpme Enguleered.Products, Inc. -- _-.—_--._-- I1I11I63Clly,Vl, 33944 ANSIIIPI 1 199h Slisl(IN 2. F-m Scale = 25"/Ft• REF R081-- 36893DATE 04/29/98 D R W HCUSRO81 98119179 HC-ENG VB/WPF SEON - 21994 FROM GB_W __—. 21164-5114 2879A 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 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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. GABLE END SUPPORTS 8" MAX RAKE OVERHANG. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER.I 4X8 (R) III 100 MPH WIND, 20.39 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. Ft 2x4x3-0-0 #2 OR #2 PT SO. PINE SCAB. CENTER SCAB WHERE THE TWO TRUSSES MEET AND ATTACH WITH 10d COMMON OR 0.128"x3" GUN NAILS SPACED @ 4" O.C. STAGGERED THROUGHOUT. QINOTE: THIS TRUSS MAY BE ATTACHED AS SHOWN IN DETAIL, TO TRUSS FROM DRAWING HCLISR081 97351146 (B2). A` = YAY = - - R( A s s OSSINRTOPCHORD OF GIRDER) GIRDER B2 TRUSS BUCKETS INTO BOTTOM CHORD OF GIRDER) 4X4(A2) - 2X4( III R-776 W=8" U=440 2X4 O 1-0-0 L-3 - 2 - 0—J I 312, 92 1 11-7-4 1_ 11-6-12 _1 23-2-0 Over 2 Supports Il R=991 W=8" U=510 1 Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 _ FL 1 E - Scale =.25" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND .1 ` ( TC Ll_ - 20.0 PSF REF R081 - -31845 BRACING. REFER TU H18-91 (HANOIING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBJ D'ONOF IO OR „ SUITE t00, MAOf SOH, WI 53719), FOR SAFETY PRACTICES PR 100. 10 J — PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDA10 T C D L 7.0 P S F DATE O 8 2 2 9 7 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNI 5H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSROSI 91234088PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIAT ION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND444`NrBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN DFsC L L 0.0 P S F H C - E N G / S B SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE LL CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Walter;P. A'111I1, PE-. =1 Tbl LD. 37.0 PSF SEQN - 11431 EACH FACE OF TRUSS, AX0 UHLE S5 OTHERWISE LOCATED ON TH15 DESIGN, POSITION CONNECTORS PEA . - OR 160 A-Z. THE SEAL ON TH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING N O. 83 9 - ; D U R ,.F A.0 1., .25 FROM G B W Alpine Engincercd Products, Inc. RE SPON51BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN 5NON N. THE SUITABILITY AND USE OF THIS _ HBInesCitY ,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPAf'iIJG SEE ABOVE 1ANSI/TPI1995SECTION2. 21164-5H4 2879A - Al) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 2x4x3.0-0 #2 OR #2 PT SO. PINE SCAB. CENTER SCAB WHERE THE TWO TRUSSES MEET AND ATTACH WITH 10d COMMON OR 0.128"x3" GUN NAILS SPACED @ 4" O.C. STAGGERED THROUGHOUT. (L,I 4X4 (A2) = 5x5 = 4X4 TA4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 100 MPH WIND, 20.39 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING'OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NOTE: THIS TRUSS MAY BE ATTACHED AS SHOWN IN DETAIL, TO TRUSS FROM DRAWING HCUSR081 97351146 (82). 4X4 (A2) a 17-4-12 AR STS ON TOPTCHORDIOFGIRDER) GIRDER B2 TRUSS CHORDEOF GIRDERTO )BOTTOM A' 1-0-0 t_ 11-7-4 _I_ 11-6-12 23-2-0 Over 2 Supports S V 917 W=8" U=500 R=855 W=4' 0=420 y PH TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 _ FL ,I./-E Scale =.25" Ft.. WARNING•" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND : T C I_ L- 20.0 P S F R E F R 0 8 1. BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING); PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFIO OR.. SUITE 200• MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFO0.MING THESE FUNCTIONS. UNLESS OTHERNISC INDICATED. TOP CHORD SHAH HAYE PROPERLY ATTACHED IC DL 7.0 P S F DATE 0 8 / 2 2 / 9 7 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIG10 CEILING. t' IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i> _BC DL 10.0 PSF DRW HCUSR081 97234086PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO - BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR. FABRICATING, HANDLING, SHIPPING, INSTALLING AND -,' .0 ',ll1 1, BC LL 0.0 PSF HC-ENG /SB 004 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN - q 4Wv% i SPECIFICATION PUBLISHEO BY THE AMERICAN FOREST AN 0 PAPER ASSOCIATION) AND TPI. ALPINE wa!i-eY Yi., Fmn PIE. c? CONNECTORS ARE MADE OF 20GA ASTM A653 GR/0 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ESIGN.1* bb CC,, TOT A' D _ - 37.0 P S F S E O N - 11318 EACH DRAWINGS OF 160 ARZSS. ATHEUSEAL ONNLESSTHISDRAWINGSEINDIICATESEDONSACCEPTANCEOFPOSITION PROFESSIONAL ENGINEERING L2'O? 7` D U R . F'/iL . 1.25 FROM G B NRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS -"- Alpine Engineered Products, Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER nelncs City, FL 33844 ANSI/TPI 1-1995 SECTION 2. ' A C TN G 24.0 " * -k 21164-5H4 2879A - 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 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. W W4X6= 100 MPH WIND, 20.24 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X6z W4X4= 1-0-0 1-2- 11-0-0 I 10-11-8 I I' .23-2-0 Over 2 Support R=913 W=3.5" U=500 PLT TYP. Wave TPI-95 Desian Criteria: TPI-95(S ALPINE:,, - Alpine Engineered Products, life. I Ill1IIesCity, F1, 339-14 WARNING" TRUSSES REGUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIM 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, HADISON, NI 537I9), FOit SAFETY PIt ACTICES PR I Olt TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACit ED STRUCTURAL PANELS, BOTTOM CHORD SHALL, HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FORNI Sit A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC ALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM HIS DESIGN A Y FA IUHE T11SMALLETNI BUILD TIIE TRUSSES IN CONFORMANCE NI IIt TPI; OR FAUR ICATIN G; IIANDLING, SHIPP INf,, INSTALLING ANiI BRACING Of TRUSSES. THIS DESIGN- CONFORMS WITH APPLICABLE PROVISIONS Of NOS (MAT IONAI DESIGN SPECIE IC AT ON PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653GR40 GAL V'. STEEL, EXCEPT AS NOT EO. APPLY CONNECTORS TO EACH FACE OF IN USS, ANU UNLESS OTHERWISE LOCATED OH TI115 DESIGN, PUSIIILTN Cl1N NECIORS Pf 11 DRAWINGS 160 A 1. TtIE SEAT. ON TIIIS HAWING ]HitICATES ACCFPTANCt 01 PROtESSIUN AI ENGI NI IIIINI: NE SPUNSIBIL TY SOLELY I'Olt ",I 11111SS C1, "0 NIN F UfSIGN SIIDWN. IlH SIIf IAUII [IV AND USE IIf TIIIS CUMPOHf NI F011 ANY PAIII ICUI-AII H(IIIDING IS IIII. HISPONSIDII fIY (If lilt II I111111NG IILSII;fI I.fl, 1, I. II AHSI(11'I I 1996 Sl Cl ligl 2. 4(A2)= 0-4-7 17-4-12 R=855 W=4" U=420 18.2c4,/- TC`L-L 20.0 PSF TC, D?_' 7.0 PSF a f BG DL 10.0 PSF AC_, LL 0.0 PSF 0 TOT,'LD. 37.0 PSF Wa1t&)P. Finn, PJE. DUR.FAC. 1.25 P;CTN6 MOM olk a. E A Scale=.25"/Ft. REF RO81--36890 DATE 04/29/98 D R W HCUSR081 98119176 HC-ENG VB/WPF SEON - 21943 FROM GBW 21164-5H4 2879A - A5 THIS DVIG 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 CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. W, W4X6= W4X6= 100 MPH WIND, 19.74 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1-D-D j 9-0-0 I 5-2-8 1 8-11-8 _I R=913 W=3.5" U=490 LT TYP Wave TPI Alpine Engineered,Prodncls, hlc. I Ieines City, If. 339-14 3-2-0 Over 2 Supports 95 Design Criteria: TPI- WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, IIANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 111E-91 (IIANDLING INSTALLING AND BRACING), PUBLISIIEO UY TPI (TRUSS PLATE INSTITUTE, 5tl3 D'ONOFft 10 OR., SUITE 200, MADI SON, NI 53719). FOR SAFETY 1'R ACTICCS PRIOR TO PERFORMING THESE FUNCTIONS. ONLESS OTIIFRWI SE INDICATED, TOP CHORD SHALL IUVE PROPENLY ATTACHED SIRUCT UR AL PANELS, BOT10M CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CF I. ING. IMPORTANT FURNISII A COPY Of TII IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT tlE RESPONSIBLE FOR ANY DEVIATION FROM III IS DESIGN; ANY FAILURE 10 dU1LO 111E TRUSSES IN ON OR WI III TPI; OR FABRICATING, IIANDLING, Sit IPPING, INSTALLING AND BRACING OF TRUSSES. 1HIS DESIGN CONFORMS WITH APPLICAOLE PROVISIONS OF NOS (NA110NA1. IICSIGN SPECIFICAI ION PUBLISHED BY TIIE AMERICAN fOREST AND PAPER ASSOCIAIION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GN40 GALV. STEEL, EXCEPT AS NUlEO, APPLY f.ONNECTUliS TO LACM FACE OF TRUSS, AN0 UNIESS 01"ERWI SE LOCATED ON THIS DESIGN, PUSH TUN CON NE L'1 OHS PER DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R IsPON SIBILI TY SOLELY FOR TIIE I II SS COMPONENT DESIGN SHOWN. 111E SOIL ABILITY AND 11 SE Uf 1111S C 1IHPONEIIf fON AIIY PARIII1111 Ali 111111111 Nf, IS 111F RESPONSI If 11. II Y (If TIIF DJill DIN6 I1FS111 NI R, PL II ANa101'1 1 1494 44.111111 ? A2)= 0-4-7 A.17-4-12 R=855 W=4" U=420 8.2c4 Walter,,?. 'Finn; P.E. No. 2-2939 . r L I / ' / I C / - TC LL i 20.0 PSF TC DL 7.0 PSF BC 'DL 10.0 PSF r3C LL 0.0 PSF xP0T,. LL,D . 37.0 PSF TUR ,. F IAC. 1.25 S,; , NG 24.011 0 Scale=.25"/Ft. REF R081--36891 DATE 04/29/98 D R W HCUSROBI 98119177 HC-ENG VB/WPF SEQN - 21947 FROM GBW 21164-5H4 2879A - A6G 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 CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 100 MPH WIND, 19.24 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING 1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. W4U8 W2X4111 W4X8= W2X410 621-/ \ IZA II W3X8( B1) W3X8( Bl)= 0- 4-7 W5X5= W3X8= W4X4= 1- 0-0 7- 0-0 I 9-2-8 I 6-11-8 R= 1755 W=3.5" U=910 Alpine Engineered Producls, Inc. I hdoeB City I'I, 33HA4 3- 2-0 Over 2 Supports 95 Design Criteria: TPI-9 WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 11I891 (HANDLING INSTALLING ANO BRACING), PUBLISHED 8Y 7P1 (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, HAD ISBN. WI S37 I;), fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPE It LY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGSIT CEILING. IMPORTANT— FURNISH A COPY OF TIIIS DESIGN TO THE INSTALLATION C0 NTRACIOR. ALPINE ENGINEERED PROOUC TS, INC. SMALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL UItE TO BUILD THE TRUSSES IN CONFORMANCE WIT II TPI; ON FABRICATING. HANDLING, SHIPPING, INSTALLING ANB BRACING Of TRUSSES. TIIIS DESIGN CONFORMS WI111 APPLICABLE PROVISIONS Of NOS (NATIONAL OESI GN SPECIFICATION PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GRSO GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OT IIERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DR ANINGS 160 A7. TIIE SEAL ON THIS DR LOCATED INDICATES ACCEPTANCE (IF PN OFf SSIUN AI. LNf.I Nl. F I/ING RESPONSIB ILI (Y SOLELY FOR 111E (II II SS CUHP UNENI OF SIGN SHOWN. 'IIIE Sit I ARIL I I Y ANO OSF OF TIIIS I: OMI'OMF HI F012 ANY PAN'(11:111 A11 BII II OIIIG IS THE. IIESVONS101111Y (IF IIIE 011110ING III SIGNI'11 I'1 II ANSI IV I IU9h Sll1,(I 2. R= 1696 W=4" U=840 7, 4 12 A& G D) 18.2c4 _ FL 1 - E - - Scale =.25" Ft. Walte ' P. Finn, P.E. I 2 839.1. TC ' LI_ 20.0 PSF TC Di_ 7.0 PSF BC ` DL 10.0 PSF BC-' LL _ 0.0 PSF TOT. LD. 37.0 PSF REF R081- -36892 DATE 04/29/98 DRW HCUSR081 98119178 HC- ENG VB/WPF SEQN - 21951 DUR JIAAC. 1.25 FROM GBW SPACING SFC AROVF 21164-5114 2879A - D1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. W4X4Ea W2X4i R-231 PLF W-1-4-0 U-200 4(A1)= R-231 PLF W-1-4-0 U=200 I 4-2-0 1 4-2-0 _1 8-4-0 Over 2 Supports THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T— 8 0 D1 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c,4 FL 1 - - E - Scale =.375" Ft. WARNING " TRUSSES REOUIRE'EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C; L 2 O.O P S F R E F R 0 8 1-- 3 9 1 6 0 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE• 583 C'ONOFIO BR.. SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SIIALL HAVE PROPERLY ATTAC II ED i L T.L ^, D L 7.0 P S F DATE 0 3 / 0 3 / 9 8 DRW HCUSR081 98062003 STRUCTURAL PANELS, aOTI OM CHORD SHALL :HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE IXSTALLATIONCONTRACTOR. ALPINE ENGINEERED 5181E FOR ANY DEVIATION FIi OM TH15 DESIGN; ANY FAILURE 7U Y p BC DL 10, 0 PSF H C- E N G V B/ W P F P RUUUC T S. INC. SMALL NUT dE RESP UN BUILD 111E TRUSSES IN L'ONFURHANCt W1111 lPl; OR FAUAICATING, HAHULING. SIIIPPING, INSIALtING ANb 3 C L.L 0 0 P S F BRACING OF IRUSSE S. MIS DESIGN CUNf ORMS WITH AP PL ICAli PROVISIUHS O1 NUS (MAIIUN AL DESIGN 1 S E Q N 16261SPECIFICATION.PUBLISt" UY TIIE AMENICAN FOREST ANTI PAPER ASSOCIATION) AMII TPI. ALPINEBY 10 L.i. u T O L D.. 3 7 O P S FCONNECTORSAREMADEOFASIMA653GR40GALV. STEEL, EXCEPT AS N01EU. APPLY CONNECTORS EACH FACE OF TRUSS, AND UNLESS 0111111WISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A"I. TIIE SEAL ON THIS DRAWING INIIICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONENT DESIGN $MOWN. THE SUITABILITY AND USE OF MIS 1 t. r, / i^u - el h. F11IT1, F.L.'. T f1 f ZN l. L2 O 9 1 rYD U.1' F A C . 1.2 5 FROM G B W Alpine Engineered Products, I710. P B Raines City, FL 33844 RESPONS IOILITY SOLELY FUH IIIE TRUSS COMPONENT FOR ANY PARTICULAR HUII.UIMG IS THE Af SPONS Id ILITY OF TIIE DU IL DING DESIGNER, PE It ANSI/TPI 1 1995 SECTION 2. r CPAC I N G 2 4. 0" 21164-5H4 2879A - DGE TIIIS 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 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. GABLE END SUPPORTS 8" MAX RAKE OVERHANG. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. W4X4= W2X4 W2X4III 1-11 . ,.1)_ 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID 'CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY.ATTACHED TO THE BOTTOM CHORD. LJ , R-272 PLF W=1-4-0 U=200 R=272 PLF W=1-4-0 U=200 1-0- 1 4-2-0 _I_ 4-2-0 _I B-4-0 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c4 FL 1 E - Scale 375" Ft. WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO 1118 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAfE C= L L 20. 0 P S F R E F R 0 8 1 - 3 9 1 6 1 DATE 0 3 / 0 3 / 9 8INSTITUTE. 583 D'ONOF10 DR.. SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, DOT T ON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'` FURNISH A COPY OF HISS DESIGN TO T11E INSTALLATION CONTRACTOR. ALPINE ENGINEERED Y1 T C ! BC D L pL 7 . O 10.0 P S F PSF DRW HCUSR081 96062004 PNUDIICTS, INf.. SII ALL HUI UE RE SI'O NSI OIE FOR ANY DEVIATION "ON TIIIS DESIGN; ANY FAILURE TO H C - E N G V B / W P F r Alpine Engineered Products, Inc. ID1110S City,i•L, 33gaa UU ILO 111E INUSSIS IN CONE ON MANGE NI I11 TPI: UN FABRICATING, HANDLING, SHIPPING, INSI At. ING ANTI BRACING OF IRUSSE S. THINDESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER-ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONN ECIURS TO EACH FACE OF TRUSS. AN UNLESS 0HERWISE LOCATED ON TIIIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS MPONENI FOR ANY PARTICULAR BUILDING IS TIIE RESPONSIBILITY OF THE UII IL DING DES If, NI R, PER ANSI/IPI 119'15 SECTION 2. i'y} O s.7hA'` i' Wal#er P. a+inn, P.F. T, p !- { , 22 g3 9 B C, TOY. L L L D. 0 . O 3 7. 0 P S F P S F S E O N 16258 L!`UR . F A C . 1 .25) FROM G B W SPACING SEE AB0V 21167-5H4 2879A,B 01 - F2 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED r ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC DEFLECTION MEETS,L/360.00 LIVE AND L/240.00 TOTAL LOAD. W04 6(— 6 W2X4(A1) = W2X4(A1) 9-0-0 W2X4 III R502 U=340 W-8" 10 12-0- 0 Over 2 Support R=502 U=340 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS 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 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I60 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 6U ILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. 18.2E r Walter No. 22339 TC-'LL 20.0 PSF TC DL 7.0 PSF BC' DL 10.0 PSF 8C LL-' 0.0 PSF TOT.LDJ 37.0 PSF D UIR-.` F A C. 1.25 SPACING 24. 0" 1 Ole Scale=. 375"/ Ft. REF R081-- 59759 DATE 12/ 06/00 D R W HCUSR081 00341205 HC-ENG VB/MMA SEQN - 11392_ FROM EC Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 2 INSTALLATION DETAIL Wl#8 SCREWS HORZ SLIDING FIN WINDOW FLEX0028 1000IFLEX00293 INDEX 4 INDEX' . 6 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS 1000 IFLEX0020 11000 IFLEX0016 1000 1600 & 2000 6 INDEX :.` 7 JINSTALLATION DETAIL WM SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 1000,1500 & 2000 FLEX0018 . 1000 8 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW PLEX0036 1000,1760 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 MASTER FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS JFLEX0021 1000,1750 & 2000 1600.1000 & 2000 13 INDEX:- 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS IFLEX0027 MASTER FILE NUMBERS . . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIHMFINTR 1600,11000 & 2000 1000 / 1500 1b FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES IIHMFLGTR 1100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIHMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE .CAPACITIES . 1HMF1N 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1 VMFLG 1000 / 1600 22 ' INDEX'.-, 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFINTR 1VMHMFLG 12000 1000 / 1600 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 12VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS:/ DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS ! DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 12000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 2VMFLG 12000 Page 1 of 1 PLANS REVIEWED CITY OF SA E®RD mllemastme.xls ft TEST REPORTS 0 AL MY WINDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-194.9-2 48 1/2" X 84 1/2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-21072089-1 180" X 96 3/4" . -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING Br OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO BY OTHERS PERTMETEP CAULK BT OTHERS GLASS (TYP.) CSEE NOTES) WINDOWHEIGHT ONE BY WOOD - BUCK BY OTHERS CAULK BETVE-N WOOD BUCK L MAS'Y. OPENING BUCK WIDTH BY OTHERS . SHIM AS REO'D. INSTALLATION ANCHOR FLANGE TYPE -1/4• MAX.- 3/16' DIA. TAPCON WINDOW FRAME (-F• NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN (SEE NOTE 9) C I 1-1/4• MIN. GLASS (TYP.) EMBEDMENT (SEE NOTES) El4 T CONCRETE OR MASC;4RY OPENING eY OTHERS CIC! MIN. iCSKni t v CAULK bfivfEN WINDOW FLANGE L WOOD BUCK PERIMETER CAULK BY OTHERS WINDOW WIDTH STUCCO BY OTHERS CAULK BETVEEN B-BSECTION MAS'Y. OPENING BY OTHERS WINDOW HGT. I K. WINDOW WTH. ELr VATION VIEWED FROM EXTERIOR 10 ` IV I SILL STOOL * •1' BY OTHERS O CAULK BETVEEN • VIMDOW FLANGE PRECAST SILL .•`` nC L PRECAST SILL B'!-OTHERS `t . W/VULKEM 116 T Y ADHESIVE CAULK OR APROVED EOL. SECTIONION A —A • 1 2t1( O2 PkEP AkE7 3rPK70UEi E APPlIC41ION ErglvCCRING. INC.. TAPCON LOCATION CHART CALL TIP TO LOCAT,ONS HEADILOCA.TIONS IN JAMB Alps/ IPSF SIZE TIP 50 li° TO 50 sr I TOr 022 74 x 26 C.0 C.0 I,J LJ 74 % 32 3/6 C.D C.G.E II,J.K.L I;J.K,I I0247aX505/6 C O.E I,J.K,L G.M I,J.Y,L 32 I o I/4 X o U.v L.; I, I,1.K,L 033 11OE 1 X 39 3/6 I B.C.C:- I '.C.O.E I LJK.L i,J. L a 10 1 /4 X 50 •: a B.0 .: I A •r..E. I,J.K.L C.M.I.J.K.I T22 1I1 % 0 E I,J I,J T23 I x 38 3/5 B.C.C.- A..O,E,F LJ.K.L I I.J.K,L TaI11XSOS!! E.C.D.- I A.:.C.O.-.F I,J,K,I I,J K,L M2 L X U.E M3 120 X 39' 3/6 B,C.C.E M4 120 X 50 5 6 A,B,C.,:.-.' A.B.C.D, E.F G.HJ.JK.L I,J.K L 6020 72 X 24 L.w. I.J I.J 6030 72 x 36 C.0 IC,I).-- LJ LJ.K.L 6040 X A C.D C,D.E I,J K.L I,J.K.L 7020 B4 X 24 LJ 7030 B4 X J6 B.C.C.- C.O.E II,J,K.L LJ K,L 7040 a X 41 B, C,C.- C.0- I,J,K.L I,J. K.L 24 I.J.:..l 1.. 96 X 36 B.C.C.- C,O.E 1,JK.l LJ,K.L 04 to B.C.D.- a. B.C.DE.F I, J.K. 9020 106 X 24 o..u.c I.J LJ.K,L 9030 108 % 36 I8.C.0.- I B.C,O,E I,JK.L I.J K,L A a 4a B.C.C.- A.B.C.D.-.F I J K K 111020 120 X 24 L,U.= I,J I,J,K.L 10030 120 X 36 IB.C.D.- I A.B,C.D.-.F I,J.K,L I.J,K,L 10040 120 X 49 B,C c'.E. A=.C.O.E.F I.J.K,L I,J,K,L H J B NOTES: I) SHIM, AS REO'D. AT EACH INSiA__ATION ANCHOR. MAX- ALLOWABLE SHIM STACK TO BE 1/4 . 2) WINDOW FRAME MATERIAL: ALUM :NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICELTM. TO ACHIEVE MIN, EMSEDMENT' OF 1-1/4 INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR A:PROV-D EOUAL. 5) USE SILICONIZEO ACRYLIC CAULK FOi 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 TH.- APPROPRIATE DESIGN PRESSURE REO: D. 7) GLASS THICKNESS MAY VARY P•R THE R-OUIREMEN S OF ASTM E1300 CLASS CHARTS. 9) LETTER CES10NATIONS ON THE TAPCON LOCATION LmART wOICAT- WHERE TAPCON ANCHORS ARE TO Er INSTALLED WHEN uS.NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HDLES NOT O-SIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W-A Pd S:REwS OF SUFFICIENT LTH. TO PROVIOE MIN, 5/ 9 IN. EMBEDMENT INT'. *000 BUCK. 10) APPUCATION OF VULKEV I I E ACHESIV- CAULK AT :RA)AE SILL MUST COMPLY WITH SEALAN MANUFACiUPE?.S RECOMMENDATIONS. 11) WHERE WINDOW IS INSTALLEO IN MASCNRY OPENING WITH A STRUCTUAL TWO BY BUCK. USE a'0 SCtrwS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/ 9 MIN. EMBEDM-NT AT ALL INSTALLATION FA. -NER LOCATIONS, PKVT_ :JTTE 250. ME.7-401, r__:,;,A ):lae iHOnE AJ7 805-0363 rsX 4 SHEATHING CAULK BETWEEN By CTHERS WINDOW FIN l SHEATHING INSTALLATION ANCHOR I19 SCREv STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TTP.) SEE NOTE 7) a WINDOW HEIGHT I. MIN. TWO BY WOOD DMEHTr- /- BY OTHERS 114' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER WIN COV WIDTH —may 2a' D.E. MAX. II CT YP, II WINDOW HEIGHT T— l VINDOV WIDTH TWO BY WOOD By OTHERS SHIM AS SEE NOTES) l ia• Max. SHIN SPACE CAULK BETWEEN WINDOW fIN L SHEATHING 1' MIN EM?COMENT r GLAZING (TYPj SEE NOTE 7) PLRI>'.E TLR 111 EQUALLY CAULK Br G,HERS SHEATHING SPACE By OTHERS ANCHORS FIN TYPE WINDOW STUCCO GR JTYP) FRAME JAMB SIDING Br INSTALLATION OTHERS ANCHOR 3 SCREW B SECTION B-B r 24' D.C. CT MAX. YP.> FIN TYPE MAX. CT TPJ WINDOW FRAME 6' MAX. CTYP.) —,-jl SILL ELEVATION VIEWED FROM xT RIOR MARBLE SILL STOOL BY ,('., *,} r-w- OTHERS B+JtI'1: . ,«FJ 'sfz "..sF. NOTES PERIMETER SHIM AS REO•D. ADJACENT TO EACH IN$TALLATIGN AtiCHCP. MAX. ALLOWAtZLE SHIM STACK TO CAULK p } L' `S IjJ,^ y ^y.: BE 1/4". FRAMEByDINERS L R10,4 E UDCR, 2) WINDOW MATERLAU ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1+ INTO WOOD FRAME MEMBER. LrhC r• y. . f) USE SIUCONI2ED ACRYLIC CAULK BEHIND W'NDOW FIN A' HEAD. SILL Ii: JAMBS. 5) USE SILICON ZED ACRYL C CAULK FOR PER:uETEA SEA: a.?OUNO ExTERIOR OF WINDOW FRAME. a• S41M ---'"" 6) CLASS THICKNESS MAY VARY PER THE RECVIREUENTS 01 AST. E1300 CLASS CHARTS.. INSTALLATION SPACE MAX. - 7) INSTALL INSTALLATION FASTENERS AT 6 MAX. FROM COP.'.ERS AND MAx. 24O.C. OESIGN ANCHOR x9 SCREV PRESSURE CAPACITY OF INSTALLATIONS, W 7H A.NCHCR SPACING AS STAT=-D• IS 70.0 PS, FOR ALL AVAILABLE SIZES UP TO 73' x 71' r:AX. STUCCO OR SIDING BY OTHERS I) SHIM AS REO'D. SEE NOTES) CAULK sETvEEN VINDDV FIN J J ,'M,N. TWO BY WOOD REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, L SHEATHING SHEATHING EMBEDMENT BYOTHERSer OTHERS SANFORD, FLO TITLE: INSTALLATT ON P-TAIL Wi=8 SCREWS SECTION A -A i H R7. SL TDiNG FiN WTND W - SERIES I 21 2W2 PREPARED By YKULI l L NMILAIIMM L—IrvLLRInU. Inc., c++ ,n cnn.. ,u• r... ... +,.c c.. .T v, IL.. . c ..o rrnr.c .• •+•+.+++ S SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN L SHEATMING —\ INSTALLATION ANCHOR Ro SCREW TUCCO SIDING BBY OTHERS I PERIMETER CAULK. BY OTHERS GLAZINGNY SEENOTE7) WINDOW HEIGHT PERIMETER CAULK —+ BT OTHERS INSTALLATION ANCHOR RB SCREW STUCCO OR SIDING By OTHERS CAULK BETWEEN WINDOW FIN SHEATHING LSHEATHINGBY OTHERS TWO By WOOD I• iMIN. BY OTHERS WINDOW WIDTH En SEDnEni TWO By WOOD By OTHERS I SHIM AS REO'D.—\ SEE NOTES) 1/4' MAX. SHIM SPACE t— SMIM AS REO'.D, FIN TYPE ( SEE NOTED WINDOW FRAME HEADER GLAZING ( TYPa — SEE NOTE 7) WINDOW WIDTH 24' D. C. FIN TYPE WINDC MAX. FRAME JAMB I (TYP.) A WINDOW _ EQUALLY SPACE HEIGHT / —* ANCHORS ( TYP.) FIN TYPE 1 1 WINDOW FRAME -"- B SILL }• I [_j MARBLE SILL - t A I MAX STOOL BY 24- O.C. I (TYP.) OTHERS MAX. ( TYP.) 6' MAxSTYPa +-- 1/4' MAX. SHIM SPACE n SHIM AS REO'D. II SEE NOTES) j I' MiN EMBEDMENT Tv0 By WOOD BY OTHERS SECTION A - A I/4' MAX. CAULK BETWEEN WINDOW FIN SHIM SPACE L SHEATHING 1' HIM. EMBEDMENT i L SHEATHING r OTHERS PERIMETER CAULK BY OTHERS STUCCO OR INSTALLATION ANCHOR K3 SCREW SIDING BY OTHERS SECTION B- B NI- T) SHIM AS REO'D. ADJACENT TO 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 LTH. TO - ACMIEVE MIN. EMBEDMENT OF 1" INTO WOOD FRAME MEMBER. A) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. ELEVATION _) USE SIUCONI— ACRTLK CAULK FOR FEfiMETER SEAL AROUND EXTERIOR OF YANDOW FRAME. VIEwEO FROM XT RIOI 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. I••_. G, 4_ - !) f+_i.,r. 7) INSTALL INSTALLATION FATENERS AT 6' MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS W6H ANC)QR SPACING AS STATED. IS 70.0 PSF c J. 7 ia-L S L w'.A..+fi: 1jf FOR All A'/AIIA?LE SIZES UP TO 119' x 49 5/8" VAX. REV DESCRIPTION DATE IN1 FLORIDA EXTRUDERS INTERNATIONAL. SANFORDFLORIDA TITLE: INSTALLATION DETA'. L %'/ x8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIES 1000 DPAWN BY:BB APPROVED BY: r; 1 LJwt DATE:12/17/O1 SCALE. N. T. S. DWG.: FLEXO029 1 - EMGINC£RING. INC.. 2W INTERNATIONAL PKV'- SCITE 25- 0. HEATH03W. r.CRIDA 32746 PHOMC A07 605-0365 F AX 407 2C 0 66 PREPARED Br PRODUCTLAPPICATIOM y ONE BY WOOD CONCRETE OR CONCRETE OR CAULK BETVEEN WOOD BUCK BY OTHERS MA°ONRY OPENING MASONRY OPENING — BUCK L MAS"Y. OPENING INSTALLATION ANCHOR BY,OTHERS BY OTHERS 3Y OTHERS 3/IS• DIA. TAPCON B W t-tY4• MIN. BUCK WIDTH) I En10MCHT ONE By WOOD I 1/4' SHIM i D BUCK By OTHERS p I/4• MIN. FLANGE TAPE SPACr MAX. EMBEDMENT WINDOW FRAME $H;M AS RECG. CAULK BETWEEN Q I JAMB (SEE NOTES) WINDOW FLANGE L WOOD.B K I j INS'.ALLATIGN ANCHOR 3/16• DIA. TAPCON 0 1 4' SH1M SPACE MAX. ; RIGI VINYLru CLAZ:NG BCAD GLASS (TYPJ j ( SEE NOTES) O STUCCO AllByOTHERSL—J SHIM AS REO'D. PERIMETER (SEE NOTES) CAULK BETWEEN CAULK B.H. WINDOW FLANGE BY OTHERS (BUCK vV.M. L WOOD BUCK WINDOW FLANGE TYPE HEIGHT) HEIGHT) WINDOW FRAME PERIMETERHEADERCAULK STUCCO GLASS (TYP.) By OTHERS BY OTHERS SEE NOTES) W.W. WINDOW VIDTH) CAULK BETWEEN oo pp WOOD BUCK L SECTION MASOTHOPENING RIGID VINYL NOT11)_ SHIM AS REO•D. AT -EACH INSTALLATION ANCHOR. MAX. A_LOWABLE GLAZING BEAD SHIM STACK O BE 1/4. IT YP') 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. h 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & CAULK WINDOW FRAME JAMSS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM BY OTHERS SILL 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE S41CONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. e 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 Q GLASS CHAP.TS.. CAULK BETWEEN V 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WINDOW FLANGE d WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L PRECAST SILL EXTERIOR ELEVATION AS A KEY. W/ VULKEM 116 PRECAST SILL SECTION A -A 9) ALL FACTORY APPUEp HOLES NOT DESIGNATED FOR TAPCOM ANCHOR ADHESIVE CAULK BY OTHERS SHOULD BE FILLED WITH 18 SCREWS OF SUFFICIENT LTH. TO PROVIDE OR APROV_ED COL. MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. W. V.10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTUREP.'S P.ECOMMENDA,!ONS. A 11) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANCHOR IS REO'O, IN A B C D EACH JAMB ON THE FOLLOWING SIZES: "02 S" - ( X X71 " 026" 73 x 71). •56M60M• (65 X 71). &-5DM60Xi (71 .x71). PUCE_ I- ANCHOR EETWEEN ANCHORS "G AND I AND BETWEEN ANCHORS H E AND J OVER 55 P5: ONLY. G 12) WHERE WINDOW IS INSTALLED IN MASONR" OPENING WITr, A STRUCTUAL F TWO BY WOOD BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO.. W. H. LOC.AT+E S. ON MIN. EMBEDMENT T ALL IADD A 1; 0 FASTENER T H LOCATIONS. ON SIZES NOTED N NOTE ADO A LIRE SCREW G ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. J MAlkWACTUREIR N ALM t V 1 A ELEVATION X. VIEWED FROM EXTERIOR PP._ PArt__ If PPOW'T L APPLICATION " r CALL TIP TO I,,,.,- o5F J 36 sr SIZE TIP P5F TO ooSF TO 56a TO J TO I TO oa$F TO Sa<: A F 7ne ; 124 vSF 7 .<r IH2 26 1/2 x 26 C C C CH G.H C.H IH3 26 1/2 x 38 3/6 C C C GH C.H G.H IH4 26 1/2 x 50 5/a C C C GH G.H GH!.J 1H45 26 1/2 % 56 1/4 C C C G,H G.H G H I,J IH5 26 1/2 x 63 C C C G.H G.M!.J G.H.0 iH6 25 1/2 x 72 C C C G,H G,HI,J CHLJ 22 23 z 26 37 X SE 3/1 C C C C.H G.M GH 24 37 X 50 5/8 C C C G.H G.HI.J GHI,J 45 37 x 56 1/4 C C C C.H G.HI,J Gn.',J 25 37 x 63 C C C G,H G.nI,J GHJ.J 26 7 x 72 C C C G,H,I j O.HI.J E.F.G.H I,J 33 53 1/6. x 38 3/8 C ex 2.0 G.H G.H G,H,I,J 4 53 1/5 x 50 5/8 C B.0 C G. G.HLJ G. 345 53 1/5 x 56 1/4 C B.0 0 G.H.LJ GH.1,J E.F.;.n I.J 35 53 1/6 % 63 C B.0 3.0 GH.I.j GHJ,J E.F G.H l.J 36 1 1 /5 x 77 C B.0 I 'c.0 G.H.t.J E,F,GH.LJ E.F +HJ.J 022 C23 74x 38 3/8 L B.0c.L B.0I '. A.3.C.0 G.H G.H,I,J n G. nI, J 024 74 X 50 5/3 B.0 B.0 A.3.C.0 O.H.. G.HI.J c.F, G.H,I,J E.F. GH.IJ D2a5 74 % 56 1/a B.0 B.0 A,B,C.G G,H,I,J E.F,GH I.J D25 74 x 63 E L E.0 A.3.C.D G.H,LJ E.F,C H,LJ E F.:;, +!.J• 6 74 x 72 B,C E.0 I A.B.C.0 C.H,I,J E.F.G.H.I.J EF.G.H.I.J• 20M20M 24 x 24 24 X 36 L C CC GH G.H G.H 20M30M 2OM4O) 424X 48, C C C G.H GH GH 20M46M 24 x 54 C C C G,H G,H GH.I,J 20MSOM 24 X 60 C C C G,H GH GH.w cu M 4 X 7 C C C C.M G.H I.J G.-, I J 30M20M 3. X 24 L C c C C c,H C,H H G,MC..H 30M30M 3OM40M 36 X 36 36 X 48 C C C G M G,HI.J GHJ,J 3GM46M 36 X 54 C C C G.H G.H.LJ GH,LJ 30M5OM 36 x 60 C C C C.H GH!.J . CH.LJ 30M60M 36 X 72 C C C G.H.I.J G.H,I,J E.F,G,HI,J 4 M M 4OM30M 48 X 36 C C B.0 G H G.H VH G.H,LJ 40M40M 48 X 48 C C E.0 C.11 GHJJ G.M,I,J 40U46M 48 X 54 C C B.0 G.H G H,1.J G.H!,J 40MBOM 48 X 60 C C 3.0 G,H,I,J G,HJ.J E-F,G.H,I,J 400460M 48 X 72 C C B.0 r.mAA E.F G,HI,J E F G H I J 4 M 0m 4 X 4 54 X 36 C B.0 1.1 B.0HG. H H G.HG,H G.I.J 46u3OM 46M4OM 54X 48 C 8,C E.0 G.H I G.HI,J G,H,1,J 46M46M 4 X 54 C B,C B.0 G.H,I,J G.H,LJ E F,G.HLJ 46M50M 54 x 60 C B.C. E.0 G.H.LJ G,H.I.J E,F,G.H,I,J 46M6 M 54 x 72 C B.0 B.0 G,H. J• F G H I C H I SOM20M 4 60 x 36 C B,C B.0c. E.0GH CH G.H G.H G,H OH.LJ 50M30M SOM40M 60 X 48 C 8,C E.0 CH C,HI,J GHI.J 5OM46M 6C x 54 C B.0 B.0 G,H,I.j CH. I. J E.F.G.H.I.J SOMSOM 60 x 60 C B.0 E.0 G.H". CHJ.J E.F,GH.I,J SOM60M 60 x 72 C B.0 B.0 G.H.I.) H E. F, G.H!,J E.F,G.HI.J M M 56M3OM oo 66 x36 L E rL8.0A,3 C.J G.M G,H H GH. LJ 56u40M 6b % 48 e = E.0 AE.C.O G,H G.H,I.J GH!.J 56M46M 66 x 54 E.0 B.0 A.B.C." G,H,I,J GHI.J E.F,G.M I.J 56u50M 66 X 60 E.0 B.0 A.3.C. G.H!.1 E.F,GHLJ E.F,G.H,LJ 5.6M60M 66 x 72 E.0 B.0 A.=,C.- G.HI.J E.F.G H.I.J EF.G.H!,J• 6CM_0M 6CM}Ou L 72 x36 E C E.0 A?.C._ H GH y. n 0. MGHLJ 6OU40M 72 x 48 E.0 B C A.B.C.D G,H G.H,LJ G,.H,LJ 6ou46M 72 x 54 0 8F A,B.C.J G.HIJ G.HI.J E.F, C.H.I,J E.F. G.H.LJ E.F.^, HLJ 72 x6CCBrAE.CJ C.H.0 I I EF. GHLJ E F.G,HI J• 6 M60u 72 X 72A.A,C. G.H.1.1 IXADDiTIONAL ANC - HORS RE-'D. SEE NOTE 11 INTERNATIONAL, FLORIDA EXTRUDERS O, RIDA TITLE: TNSTALLATIDN DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW - SERIES 1000 DRAWN BY: BB I APPP.OVED BY: s, , t DATE: 10/23/0 1 ISCALE: NITS D1tiG.: FLEX 0020 25C Ini Ekw'I^1+AL PXWY..:J:TE 25a. HE 41 -R3•:, r6CR:DA 32746 PHONC 4:7 665-o3ti5 ;7 2o5-03:5 i ONE BY WOOD BUCK BY OTHERS CAULK BETVEEN WINDOW FLANGE - L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAU!K BY OTHERS RIGID VINYL GLAZING BEAD TYPJ CAULK BETWEEN CONCRETE OR WOOD BUCK 6 r MASONRY OPENING MAS'Y. OPENING I BYOTHERS BY OTHERS 1-1/4' MIN. D A EMBEDMENT INSTALLATION ANCHOR 1/!6' DIA, TAPCON SHIM AS REO'D.; 1/4' MAX. SEE NOTES) B W. BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS — SHIM AS REO'D. 1/4' MAX. RIGID VINYL (SEE NOTES) GLAZING BEADTYP.) GLASS TYP.)(SEE NOTES) 1-1/4• HIM EMBEDMENT D STudCO aY THERS C FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN v WINDOW FLANGE PERIMETER 6 WOOD BUCK CAULK BY OTHERS V.V. WINDOW WIDTH) I SIGHT) BAH ' BUCK CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETWEEN WINDOW MAS'Y. OP, NI FLANGE 6 PRECAST SILL BY OTHERS V/ VULKEN 116 ADHESIVE SECTION B-BICAULK, OR APRV'D. EOL. I FLANGE TYPE CONCRETE OR WINDOW FRAME MASONRY OPENING PERIMETER CAULK SILL BY OTHERS a BY OTHERS W.W. PRECAST SILL q 9 A A CBy QTHCRSNOT_5. SECTION A -A q t) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D E SHIM STACK TO 8E 1/4'. 2) WINDOW FRAME MATERIALRIAEO M ALLOY 6063. I ; INSTALLATION ANCHOR MUSTT BBEOF SUFFICIENT UH. TO ACHIEVE />n MIN, EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 'I l 4) USE SIUCON12ED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRA7, WITH J B K B o VVLKEM T16 ADHESIVE CAULK OR APPROVED EOUAL. I y 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. F I C EXTERIOR OF WINDOW FLANGE. ( 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE tit ANCHOR OUJWTITY LISTED WITH NEXT URGER SIZE. FOR THE ;V APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. NATIONS ON THE TAPCON LOCATION CHART INDICATE H I 'C FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) TARCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30P57 TO 40PSF 41 PsF TO 70PSF 30PsF TO 40W 4 T PS7 TO 70PSY SIZESIZE12 18 1/8 x 25 B B F.G F.G 13 IS 1/5 x_37 3/8 B B F,G F,G 14 16 1/5 x 49 5/5 8 8 F.G F. 145 18 1/8 A 55 Ip 8 B F.G F.G 15 18 1/3 X 62 8 B F,G F.G 16 IS 1/8 x 71 B B F,G F,G.rJ 17 14 I D X 83 F G JH2 23 1/2 x 33 8 B G F.G IM3251/2 49 $/a 8 B F.G f.G.H! C. IH4 25 1/2.X 25 1/2 X 55 1/4 8 B F.G F,G.M,I i H45 25 1/2 X 62 8 B F,G F,G.HY 1M5 1H6 25 1/2 x 71 8 B F,G F,C,HJ IH7 23 1/2 x 83, 8 8 F.G.J.K F.cJ!( 30 1/2 x 26 29 1/2 x 25 8 F,G F.G 30 1/2 a 38 3/e 29 1/2 x ]7 3/8 B 8B F,C F,G MJ 0 1/2 . 50 5/5 29 1/2 X 49 5/8 55 1/4 8 8 F,G F,G,r.,I 30 f/2 . 56 1/4 29 1/2 x 62 f,'.NJ JO 1/2 . 63 29 1/2 x 29 1/2 x 71 8 B 30t/2 x 72 30 1/2 84 . 29 1/2 x 83 8 B f,G.J.K F,G.J K 22 36 X 25 8 a BU F,G F.G 23 36 x 37.3/5 B B F.G F,G!:J 24 36 X 49 5/8 8 B F.G F.GhJ 245 25 36 x ss 1/4 J6 x 62 8 B F.G H.1 f,C.MJ 26 36 x 71 B 6 F,G.H.I C.E.F.G ! 7 36 x 83 8 8 F,C,J.K F.G.H.I.JK 4 x 47 x 25 B B F.G f.c,r.J 42 . 38 3/8 41 x 37 3/8 8 B F,G F.G,MJ 42 a 50 5/8 41 x 49 5/8 8 B F.G.H,I F.G,H,I 42 . 56 1/4 41 X 55 1/4 x 62 B B F,G,H.I D,E,F.G,rJ 42 x 63 A2 72 41 41x 71 B 6 F,G,H,1 D,E.F,GnJ a x .Ba 41 x 83 - B F.G J.K F.C.H,I,J,K I' sd . 26 47 x 25 B 8A,C A,C F.G F.G.HJ 48 38 3/3 47 x 37 3/3 B A,C F,G F.G.rJ 48 , SO s/5 47 x 49 5/8 55 B A.0 F.G,H,1 F.c!:! 48 . 56 1/4 47 x 1/4 47 x 62 B A.0 P,G.H,1 D,E.F,c?! 48 x 63 48 x 72 a7 x 71 47 x 83 8 A.0 F,G,H.I F D.E.F,G..H.I x Fra. . 32 4 52 I/8 k 25 B A.0 P.0 F.G 33 52 1/8 X 37 3/5 B AC F.G F, G!(.I F,G!'! F.G.M..' 34 52 1/8 x 49 5/8 8 AC A.0 F.G.H! D.E.f,G.H.I a5 11 1/8 x 55 t/a B A. 0 F,c.H.1 D.E.F,G J+! 35 52 1/8 X 62 52 1/3 x 71 B 8AC F,G M,1 D.E F.G.r.! 6 37 52 t/8 X 83 8 A.0 F,G.J.K D.E.F.G.J.K.J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. 8) LETTER D I WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE INTERNATIONAL. INC EXTERIOR ELEVATIONAS A KEY. a FLORIDA EXTRUDERS 9) All FACTORY APPLIED HOLES NOT DESIGNATED FOR TA. -CON SANFORD, FLORIDA ANCHOR SHOULD BE. FILLED WITH /8 SCREWS OF SUFFICIENT LTH: A _ TOPROVIDEMIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. TITLE: INSTALLATION DETAIL 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 8 2000 SERIES SINGLE; MUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A DRAWN BY: BB APPROVED BY: STRUCTUAL TWO BY WOOD BUCK. USE /10 SCREWS OF r SUFFICIENT LENGTH TO ACHIEVE t-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR r.,,.4 i ._°_.i DATE: 1 0/09/01 (SCALE: NTS DWG.: f LEX0016 ALL INSTALLATION FASTENER LOCATIONS. I PRE? BRED B": PROOtx:T 6 APPLICATION CMGwEERwG. n4C.. 250 wTERNAi10(a4l PKY.. SUITE 250, nGTHROw, PLORIDA 327.E PHONE 40J 005-0365 FAx 407 50-0366 I CAULK BETWEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR 09 W'GGD SCREW STUCCO PY OTHERS WINDOW HEIGHT PERIMETER EAULK BY OTHERS SHEATHING BY OTHERS GLAZING (TYP.7 SEE NOTES) PERIMETER CAULK BY OTHERS 1' MIN. EMBEDMENT TWO BY WOOD r BY OTHERS SHIM AS REDID. SEE NOTES) 1/4' MAX. J SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME SI11,1ARBLE SILL STOOLBYOTHERS CF,NTF,,k'L 7LGIlurD TF-4GLAZING (TIPS) la. ( SEE NOTES) WINDOW. WIDTH 1 IA ----------------- 24' ELC. MAX. (TYPJ EQUALLY SPACE WINDOW ANCHORS (TYPJ HEIGHT A JL(*6' MAX. ) ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH 1/4' MAX. SHIM SPACE SHIM AS RE O'D. Tv0 BY WOOD SEE NOTES) - STUD BY OTHERS FIN TYPE JWINDOWFRAME JAMB . PERIMETER CAULK By CTH.ERS I' MIN. EMBEDMENT r SHEATHING By OTHERS 7ST-CcO CAULK BETWEEN WINDOW FIN LSHEATHING INSTALLATION ANCHOR 8 WOOD SCREW By OTHERS SECTION B-B NOTES. 1) SHIM AS REO'D. AT CACM INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. :.. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063:-- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMPEDMENT.OF i'-INTO WOOD BUCK. 4) USE SILICONIZED ACRYLC CAULK BEHIND WINDCW FIN AT HEAD, SILL h JAM?S. 5) USE SILTON12ED ACRYLIC CAULK -FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOw FRAME. 6) IF EXACT WINDOW SIZE IS NOT. LISTED 'IN ANCH.OR. CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDE 2S 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO A=PLIES TO THE FLORIDA ETPaDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. INSTALLATION ANCHOR I ` TWO BY WOOD 09 WOOD SCREW BY DTnERS .. .... STUCCO I .. BY OTHERS REVI DESCRIPTION DATE INI INTERNATIONAL, INCFLORIDAEXTRUDER: CAULK BETWEEN SANFORD, FLORIDA WINBOW FIN SHEATHING L SHEATHING BY OTHERS I.MIN - TITLE: INSTAI-LATI_N D•_TAIL W/rB S:l SEWS EMBEDMENT " SINO HUNG Fiti WINDOW - SERIES 1000,1500, & 2000 SECTION A -A DRAWN BY: F9 APPROVED BY: Z VW DATE:12/13/01 SCALE:N.T.S DWG..FLEX0026 SHT I OF 2 PnDNC 407 BOS-036S FAX •G7 BCS-0366moIrATIn. r..,:I..rrutnG_ INC. 250 INTERNATIOAL PKW*.. SUITE 250, r='nR_':. FLORIDA 32716 -' 7 CONCRETE OR MASONRY OPENING BY OTHERS ONE By WOOD BUCK BY OTHERS CAULK BETWEEN ` WINDOW FLANGE i vOCD BUCK . Q I p STuccp _J BY OTHERS pERIMETER CAULK BY OTHERS GLASS (Ty?-) SEE NOTES) Vx WINDOWEIGHT) PERIMETER CAULK BY OTHERS a 03 INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN VCOD BUCK i MA S"Y. OPENING BY OTHERS GLASS (Tr?:) 1-I/4' MIN. (SEE NOTES) a Er.BE MENT rl FLQ co A J SHIM AS R£p'D. I/t' MA%. V SEC NOTES) IX FLANGE TYPE WINDOW FRAME W.W. ---'j RIDGED VINYL— GLAZING BEAD BUCKHEIGHT) , RIDGED VINYL I - GLAZING BEAD W.H. FLANGE TYPE WINDOW FRAME A --ij ELEVATION VIEWED FROM .EXTERIOR Q I a CAIAK BETWEEN VINDOW FLANGE i PRECAST SILL V/VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV'D. EOL. - SECTION B.W. BUCK WIDTH) SHIM AS REO'D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD Cn16E CCNC3ETE OR MASONRT G?E NING Br OTHERS D INSTALLATION ANCHOR 3/16' DIA TAPCON .. v N ONE BY WOOD BUCK BY OTHERS FLANGE TYPE p WINDOW FRAME CAULK BETWEEN WINDOW FLANGE - PE RI":E TER i WOOD BUCK CAE''-K By GTnERi CAULK BETWEEN vpOD BUCK i V.V. MAS'Y. OPENING WINDOW WIDTH) 16Y OTHERS STUCCO EY OTHERS SECTION B—B NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4: 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4'INTO MASONRY OR CONCRETE. 4) USE SIUCONtZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD do JAMBS. SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVEDEQUAL_ 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 ANCHORQUANTITY LISTED WITH T NEXT URGER SIZE. FOR THE A??ROPR:THE DESIGN PRESSURE RE0M0. - t 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AN. C.. J SCREWS. OFSS TSUFFIWENT24' O.C. MAX. (T TP.) 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. D.C.. /B . I LTH. TO PROVIDE MIN. 5/,8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. 1 B) FLORIDA EXTRUOERS 1000 SERIES FIXED w:NpOw IS SHOWN. THIS PRINT ALSO APPLIES TO THE 6' MAX. (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 11) SEE BACK OF THIS KEM FOR ADHESIVE N ANCHOR REQUIREMENTS. 11) APPLICATION OF WLKEM FOR A STL* N CAULK AT REQUIREMENTS. SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENGATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USEB10SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE M'ELLEO TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: i NSTALLAT i N DETAIL 1!/ ONE BY BUCK fIXED. FLANGE WINDDu - SERIES 1000 & 2000 DRAWN BY: BB APPROVED BY: 21 ? GD 22DATE: 10i22/01 SCALE: NTS DWG.: FLEX0018 S-+EET l 0 2 PREPARED BY:'1RD000T TECHNOLOGY CORP., 350 INTERNATKXN L PKWY, Su(TE 250. nEATHRO*, FLORKA 32746 PHONE 407 605-0365 FAX a07 3 -:366 W. SHEATHING HY OTHERS CAULK BETWEEN VIN DOv FIN L SHEATHING INSTALLATION ANCHOR as SCREv EXTERIOR FINISM BY OTHERS — I PERlnCTER / CAULK — BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR — n8 WOOD SCREW EXTERIOR FINISH BY OTHERS — GLAZIN( SEE NOTE 6 I• MIN. IBEDMENT WOODFBYOTHERSFRAMING FL®A B-9-U. SHIN A$ REO'D. A 1LAi1l: SEE Hors) nr-alp. A R 1.1Yn.: I/4' MAX.#If SHIM SPAC: MASTER GLAZING SEE NOTE 6) CAULK BETWEEN J I WINDOW FIN I'MIN. EM3EDMENTLSHEATHING SHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE WINDOV FRAME C_ SHIM AS REO'D. 1/4' MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A - *j ELEVATION VIEWED FROM EXTERIOR WINDOW WIDTH I {— SHIM MAX. SHIM SPACE WOOD FRAMING BY OTHERS SHEATHING 3r OTHERS INSTALLATION A+CHOR aB SCREW CAULK BETWEEN WINDOV FIN L SHEATHING SECTION B-B EXTERIOR FINISH PERIMETER - BY THERS CAULK By OTHERS NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOP. WITH LOAD BEARING SHIM. MAX, ALLOWABLE SHIM STACK TO BE 1/4-. 2), WINCOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHEVE MIN. EMBEDMENT OF 1" INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE SIUCONIZ-ED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 CLASS CMART>. SINGLE GLAZING IS SHOWN. INSULATING GLASSALSO OUALIFIED. 7) FLOR!DA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS ISOO AND 1000 SERIES PICTURE WINDOW.' B 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROMCORNERSAND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WIT ANCHOR SPACING AS STATED. IS 70.0 PS,' 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 USINC ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. DRAWN BY: BB APPROVED BY: DATE: 1 / 1-1/02 SCALE: N. I . S. Li U.: FLEX0030 IRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, SURE 250. LAKE MARY. FLORIOA .2746 PHONE 407 EOS 0365 FAX 497 aOS03 66 CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE DR MASONRY OPENING BY OTHERS Ex2E:FIMiSM By OTHERS i PERIMETER CAULK BY OTHERS VINDOV FRAME HEAD WINDOW HEIGHT CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON MIN. Q EMBEDMENT 1 F— 1/4- MAX SHIM SPACE SHIM AS REO'D GEE NOTES) GLAZING (TYP. SEE.NOTES) EXTERIOR WINDOW FRAME S ILL PERIMTG4YRS BY OEXTERIORFLAYOTHERS CAULK BETWEENVINDOV FLANGE VQOD BUCK CAULK BETWEEN MVIASSON-_Y OPICK ENING cP*CT10N A -A BY OTHERS INSTALLATION. ANCHOR 3/16' DIA. TAPCON SHIN AS REO'D., SEE NOTES) L 1/4- MAX. SHIM SPACE NOM 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SnIM STACK TO BE 1/4'. 2) WINDOW FRAM: MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACMIE E MIN. EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS & 24- 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANC.CRS SHOULD BE FILLED WITH I6 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 4) WHERE WINDOW IS IN$ ALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS 0, SUFFICIENT LENGTH TO' ACHIEVE 1-3/8 MIN. EMBEDMENT AT SAME SPACING STAT IN NOTE 3. 5) USE SILICONIZE3 ACRYLIC CAULK SE'-IND WINDOW FANGE A_ HEAD, SILL JAMBS. 6) USE SILICONIZEO ACRYLIC CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS, CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 8) BUILD DOWN AROUND CURVED PORTION OF wNDCw FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE S-RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. 10) ELEVATIONS SHOw COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLES 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 REOVIREMENTS. EXTERIOR ELEVATION I/4' MAX -- 4— SHIM SPACE SHIM AS REO'D SEE NOTES) WINDOW FRAME n Q JAM,B / ECGLAZINGNCTES) SEE ( TYP. 7 rSNOPERIMETER CAULK BY OTHERS / EXTCRIGR FINISH J BY OTHERS VINDOV WIDTH U 1- I/4' MIN, EMSEZMENT ONE BY WOOD BUCK BY GTHERS INSTALLATION ANCHCP. 3/ 16' DIA. TAPCON CAULK BETWEEN ASS BUCK NAS' DF: NING ar GTHEas c\ CAULK BETWEEN WINDCV FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS S`CTION R—B WINDOW WIDTH A A EXTERIOR EL= VATION may (` Br® r• - FLORIDA EXTRU DERS INTERNATIONAL. .arLRiDa Qi- 1/4- MIN. />L Yy-L f3f B.1 a* : EMBEDMENT L jl` I"--++LIMryIAJ l I ONE BY WOOD *(ryl 3r 1 \ / TITLEFLANGE INSTALLATION DETAIL CONCRETE HEADER V/1 BY B'CK BUCK BY OTHERS 1laaA++ DESIGNER FIXED WINDOW 1000, 1750, L 20E0 SERIES DR4WN BY: BB APPROVED BY: DATE:02112102 SCALE: NTS DWG.: FLEX0035 rMnree .. rr_ur rtcHme. ems. nM nr[w«rnti w•n. Lr.( tw.-[.r.eo. none. x+. naw[ ni r-aaf r•..a+ r:-eau ONC BY BUCK BY OTHERS CAULK BET'VEEN VINDCV FLANGE L SHEATHING PLYWOOD ('YP.) BY OTHERS EXTOTH R FINISHPYOTHERS PERIMETER CAULK, BY OTHERS WINDOW FRAME HEAD WINDOWHEIGHT ExTER:OR V:NDOV FRA!!E - SILL P£QIKETCR CAJLK- PY OTHERS EX-cRiCR — F:DISH eY CT:HERS SHIM AC PEO'D SE_ NCTES) GLAZING (TYP.' SEE NOTES SHIM AS REO'D SEE NCTES) INSTALLAT:ON ANCHCR co SCREV BUILD DOWN BY OTHERS( ALSO AFi,IES N 1. TO SILL) 11) SMiM AS PEO'O. AT EACH INSTALLATION ANCHOa WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/e-. 2) WINDOW FRAME MA-,ERaL1 ALUMINUM ALLCY 6063. r 1_3/S' MIN. 3) T•: CON INS A;LATICN ANCHCRS AT SILL MLST C£ OF $Ui FICIENi LTH1. 70 ACHI£"F- I EMBEDMENT MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. 110 INSTALLATION SCR - Ws AT HEAD k JAM.25 MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/5 MIN. EMBEDMENT INTO WOOD FRAMING ANO BUIL0 DOWN WHERE REOUIRED. INSTALLATION ANCHORS k SCREWS TO BE PLACED 6 IN. FROM CORNERS i 2- IN. O. C. MAX. US. SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD. SILL 6( JAMBS. S) VS- SILICON2ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/ A'_MAx. 6) CLASS THICKNESS MAY VARY PER T.0 REOu1R£MENTS OF ASTM E1300 CLASS SHIM SPACE C.-,ARTS. SINGLE GLAZING IS SHOWN, WSIJLATING GLASS IS ALSO OUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE .ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WIN, -OW SHOWN. THIS PRINT ALSO A? PLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. A) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THISSHEETAPPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE_1000, 175G, h 2000 SERIES DESIGNER FIXED W:NOOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. BUCK HEIGHT 1/<- MAC. SHIM S%- CE EXTERIOR ELEV•^TION CAULK BIT VEEN e i v1ND0•: LONE BY WOOD BUCK .. '\ L1_ 1/.-MLN'L.Aiij`Ij FLORIDA B-0-kF. CAULK 2ET: EEN EMBEDMENT WOOD ., O t ' k \ VS A j Q.i SJI j TAT A IS : MASOrP.• OPENINGONEByVCOD • iIL 1it11713A 3r OTHERS BUCK' BY OTHERS 1- I c - • -. CX' ES < . cONcRETEMAM a SFCTIONA—A.D -n,- MASONR+ - - INSTALLATIONANCIIV ^ BY OTHERS 3/16' DIA. TAPCQN 1T rJ 1- 3/8- IN. EMBEDMENT BUCK WIDTH 1/4' MAX. I SHIM SPACE CAULK BET VEEN TWC B' BUCK TWO BY FRAMING — t =NCRETE BY OTHERS BY OTHERS SHIN AS ii) INSTALLATION ANCHT)R 4E NOTES) A r,0SORE': W':NDOV FiAMr a CAULK PETVEEN JAMB WINDOW FLANGE L W=CD BUCK GLAZING SEE NOTES) Q a CONCRETE OR- I MA3DNar PERIMETER CAULK BY CTHERS BY OTHERS V INCOv vIDTH EXTEPNi P. FINISH SECTIONB—B BY OTHERS WINh W WIDTH _ A WINDOW NUGHi e eI ' A. FXTERIC= ELEVATION SHE AT MING BY HERS 09 TNSTALLATTON ANCHOR SCREW ( EXTERIOR FINISH —/ By OTHERS PERIMETER CAULK By OTHERS FIN. FRAME HEADER EXTERIOR. PERIMETER CAULK by OTHERS EXTERIOR FINISH— BY OTHERS e INSTALLATION ANCHOR SCREV. (TYPJ SHEATHING — BY OTHERS 1' Ilk J I/(• MAX. X2 INSTALLATION SEL7ENT sm!M SPACE ANCHOR SCREW (TTP.) CAULK BEHIND FIN TvO BY FRAMING SHIM AS REO'D. By OTHERS TWO By BUILD _ (SEE NOTES) DOWN BY OTHERS I CAULK BEHIND FIN NOTES II'I FIN FRAME JAMS I II SHIM AS REO'D. 1) SHIM AS REO'D. AOJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING CSEE NOTES) - GLAZING (TiP. j SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/c . SEE NOTES) f 2) WINDOW FRAME MAT -REAL: ALUMINUM ALLOY 6063. 1/4• MAL 3) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW F,N AT HEAD. SILL h JAMBS. 1 KIN ql L im SPACE c) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF E.MKX1 WINDOW FRAME. 5) GLASS THICKNESS MAY VARY PER THE REOwREuENTS OF ASTM E1300 GLASS CHARTS. SINGLE CT HNCG 15 ILL& SHOWN. INSULATING GLASS S ALSO OUALIfSUF \_ EXTE;'lOR SHEATHING 6) SCREW ANCHORS AT HEAD. 31LL k JAMBS SHOULD BE /8 SCREWS Of SUFFICIENT BT GTHERS LTH. TO PROVIDE MIN. 1 IN. MIN.,EMBEDMENT INTO WOOD FRAME. PLACE /3SCREWANCHORS .6- FROM CORNERS AND 2c' O.C. MAX.. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAMETO BE ENGINEERED BY FINISH OTHERS. BUILD DOWN MUST BE Of SUFFICIENT STRENGTH TO ADEOUATELY BY OTHERS TRANSFER LOAD FROM wNDOw TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES OESICNER WINDOW SHOWN. THIS PRINT ALSO PERIMETER CAULK APPLIES TO FLORICA EXTRUDERS 1750 SERIES &.2000 SERIES. —VINDOV VIDTH— , 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF 5T. OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• @ 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B—B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR P.EOUIREMENTS. GLAZING ( TAP. SEE NOTES) - FIN FRAME SILL SM! H AS RCO'D.— SEE NOTES) F MIN. I 1 E 9EDIENI I'1 SECTION A -A 7• L v(• MAx SM; M SPACE EXTERIOR ELEVATION TWO BY FRAMING BY OTHERS CAULK BEHIND FIN !^" . Y,Lh>t-yH • aN Fay- # r W TEXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL, FORIDA TITLE: FIN INSTALLA-ION DETAIL I,— DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 2002 DRAWN BY:B B APPROVED BY: DATE: 02/14/02 SCALE:NTS DWG.: FLEX0037 Msr.. ci n. neAnX+ rcc..nar cap rs. I.nA...ro... a.•o. >u . tv. ,c.).Aa. 1- .I« n «1 rnHwi r« «+ c)•.x: CONCRETE OR $HIM AS RE'C'D INSTALLATION ANCHOR MASONRY OPENING (SEC NOTES) 3/16' DIA. 7APCON ! . — 1/N• MAX. SHIM SPACE BY OTHERS I 1 1/A' MIN. INSTALLATION ANCHOR EMBEDMENT CAULK BETvEEN •B SCREW (TYP. WHERE , DOOR FLTAP:ONS ARC NOT REO'D.) t VOOD BUCK CAULK BETVEEN ONE BY WOOD ONE BY WOOD WOOD BUCK t BUCK BY OTHERS I BUCK BY OTHERS PERIMETER. MAS'lj OPENING CAULKBYBYOHER$ I 1/4' MIN. OTHERS ' EMBEDMENT SLIDING GLASS STUCCO i S Q DOOR FRAME ;'1 CAULX BETWEEN BY - OTHER JAMS 1/ 4' MAX. WOOD BUCK t SHIM SPACE I OPENING BY OTHERS BYGiHcRS III SHIM AS REO'D. ei0 I (SEE NOTES) I. 4 INSTALLATION ANCHOR 3/ 16' -DIA. TAPCON TEMPERED GLASS p CAULK BETWEEN TYP.) DOOR FLANGE INSTALLATION ANCHOR t WOOD BUCK, RS SCREW (TYP, WHERE t TAPCONS ARE NOT REO'D. S SLIDING GLASS PERItiF.TER 6 DOOR FRAME CAULK BY I CONCRE7E OR HEAD OTHERS OPENING T BY OTHERS I —+— S.G.D. WIDTH \ SLIDING GLASS DOER FRAME SILL 0 CONCRETE OR MASONRY OPENING BY OTHERS / INSTALLATION ANCHOR CAULK BETWEEN 3/ 16' DIA. TAPCON WOOD BUCK tt. MAS' Y. .OPENING BY OTHERS Q CAULK BETWEEN SL: D:NG GLASS DOCK HOOK STRIP 1- 1/4' MIN. EMBEDMENT 1 4 HOOK STRIP VOOD BUCK i 1 ONE BY WOOD -- BUCK BY OTHERS STUCCO BY OTHERS RAMt t. B.O.A V• EMPERED GLASS TYP.) SECTIONPMAK AC 11RE(R_ ANE: SLIDING GLASS DOOR INTERLOCK MASTER FRJE _ HOOK STRIP DETAIL t . A I I) DOOR MATERIAL, ALUMINUM ALLOT 4063. 2) tAPCCIH TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM. EMBEDMENT ALTERNATE 1TNTO MASONRY OR CONCRETE. NATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. I^PCON ANCHOR CHART ON BACK OF THIS SNE£T. - 5) USE SILICOMIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD t JAMBS. 6) USE SILICONIZEDACRTLIC CAULK FOR PLPIMET£R SEAL AROUND EXTERICIR OF: DOOR. .. .... 7) IF EXACT DOOR SIZE IS NET LISTED IN ANCHOR CHART, USE ANCHOR' OUANTI TT LISTED V!TM NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO-D. 8) FOR POCKET DOORSIZESUSECLOSESTB'PASS DOOR SIZE t CONFIGURATION TO FINISHED OPENING. PLASS THICKNESS IN FROM NOOK STRIP AS SHOWN. ._ 91 'LASS -THICKNESS MAY WART PER REOUIR£MCDF OF ASTM_C I300 GLASS CHARTS. 10) ALL FACTORY APPLIEDHOLESNGiDEStGNATEDFORTAP[ON ANCHOR SHOULD BE FILLED vITM R8 SCREWS B B tr StXFIC1£ NT LENGTH lO PROVIDE MIN. 5/8' CMBEpENT INTO VOOD BUCK. 1:) DOOR Lwit IS APPROVED USING TEMPERED LASS IN SINGLE LAZED OR INSULATING LASS Ib JAMB / SILL. CORNERS ARE TO BE SEALED WITH A SMALLJOINTSEAM SEALER. 13) SHIM AS REO'D. AT CA. SET Or INSTALLATION ANCMOPi MAX. ALLOVABL' S.1. STACK TO, BE 1/4'._ IN) ALL INSTALLATION ANCHORS MUST BC MA.E Or CORROSION RESISTANT MATERIALS 15) vHERC 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED A CONFIGURATIONS ARE AS LISTED ON ANC CR CHART yi BACY. OF THIS SM_ET.- 16) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SMOVH ON -THIS DRavING. HOVEVCR INSTALLATION - EXTERIOR ELEVATION SECTIONS 'A-A',-' B-B', L HOOK STRIP DETAIL APPLT TO INSTALLATION OF ALL APPROVED. CONFIGURATIONS. - 2 PANEL DOOR SHOWN 17) INSTALL DNC IAPCON IN EACH PAIR Or rAETORT APPLIED INSTALLATION HOLES UNLESS RCTED OTHERVISE ON ANCHOR CHART. SEE BACK OF THIS SHEET.' - 18) FLORIDA EXTRUDERS T000 SERIES SLIDINC LASS DOOR IS SHDVH. THIS PRINT ALSO APPLIES TO 2000 SERIFS AND 500'SERIES. ... .. .... .'.. .. Q. A ° .. A REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY. '- - L a PT D AINT._ INC. SA14FOP,D FL. CAULKING UNDER SILL INSTALLATION ANCHOR OR SET SILL IN BEDTITLE: SLIDING GLASS DOOR r r 3/16' DIP, TAPCDN I OF CONCRETE - INSTALLATION WITH TAPCONS SECTION A -A DRAWN B1': BB APPP.OVED BY: r ^A DATE:10/25/ 01 SCALE: NTS DWc FLEXOOi L L APr.A>rA •. AgpOuCi t APPLICATION Eris M[i RN4. INC.. 25• INTERw TIp.AL >zV•.. SUITE Zse. HEAiNtDV- FLOR: TA. 32: •6.. N07-fl05-0345 ru N07-8:$-0766 I TEMPERED GLASS (TYP. DOOR M. EIGHT 1 I I I I ° EMB DnENT A 1-1/ 4' M' N. INSTALLATION ANCHOR — DOOR WIDTH t / A' MAX. SHIM SPACE TWO Sr WOOD INSTALLATION ANCHCR - SHIM AS RE'O'D XB SCREW 1-1/8 MIN. BY OTHERS R8 SCREW SHEATHING (SEE NOTES) TWO By WOOD EMBEDMENT By OTHERS BY OTHERS CAULK BETWEEN DOOR FLANGE TWO WOOD SLIDING GLASS L SHEATHING BY OTHERS DQOR FRAME CAULK BETWEEN JAMB HpQK STRIP t SHEATHING SLIDING GLASS DOOR I , 1 I I SHIM AS REO'D.HOOK STRIP 1/4• MAX. (SEE NOTES) SHIn SPACE 1 INSTALLATION ANCHOR 1-I/8' MIN q R8 SCREW EMBEDMENT I+l/8' YIN. EMBEDMENT ZTEMPERED GLASS CAULK BETWEEN STUCCO - (TYP.) DOOR FLANGE 7SHEATHINGORSIDING ' L SHEATHING BY OTHERS SLIDING GLASS DOOR FRAMEHEAD PERIMETER BY OTHERS CAULK BY - SHEATHING - - OTHERS PERIMETER BY OTHERS CAULK BY TEMPERED GLASS ' TEMPERED OTHERS - STUCCO (TYP.) _. ., _STUCCO ORSIDMG OR SIDING BY OTHERS GLASS (TYP.) BY OTHERS - SLIDING GLASS DOOR - A .- .,.S. .. INTERLOCK - _.. .. s: DpOR J.C. r ,{ HEIGHT SECTION B-B HOOK STRIP DETAIL. A IDS uDERS _ . J ' l; , 'T U4 4 SLIDING, GLASS. DOOR FRAME SILL h OOCR MATERIAL: ALUNINIP' ALLOY 6063 2) K9 INSTALLATION SCREW- MUST BE OF nFfICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT - I-1/8'. INTO 1=1 TAPCON_IlPC INSTALLATION ANCHORS AT. SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBCDHEK: OF I-1/4? INTO MASONRY OR CONCRET- --• -- 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET.- E A> USE SIUCONIZED ACRYLIC CAULK BEHIND OOOR FLAMGE AT MEAD t JAMBS. Sr USE StLICONIZED ACRYLIC CAULK fOR PERIMETER SEAL AROUND CXTERIOR or DOOR." - '- 6) IF EXACT DOOR SIZE 1S NOT LISTED IN AMC" CHART, USE ANCHOR OUANTITY LISTED WITH NCRT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE.'RE0-0----- ._.._...----- 7). FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR:SIZE t CONFIGURATIONS TO FINISHED O'CMING PLACE INSTALLATION ANCHORS, iN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS 7NICKNESS MAY VARY PER REOuIREMENTS OF ASIM C1300 GLASS CHARTS '- 9) .DOOR UNIT IS APPROVED USING TEMPERCD.GLASS IM SINGLE GLAZED OR INSULATING.GCASS. IQ) JAMB /-SILL CORNERS ARE TO BE SEALE ALVITHASML AIN7_ SEAN SEALER- - '- 11) SHIM AS RCO'0. AT EA. SET OF IMSTALLATIOH ANCHORS. MAX. ALLOVABLE SKIM STALK. TO BE 1/4'. 12) . ALL INSTALLATION ANCµRS MUST BE MADE OF CYRROSION RESISTANT MATERIALS I3> WHERE 'X' REPRESENTS M.jVING PANCL AND '0' RZPRESCN7S FIXED PANEL APPROvCD , CONFIGURATIONS ARE AS LISTED ON. ANCHOR CHART ON BACK OF THIS SHEET. EXTERIOR ELEVATION ' A) HOT ALL EONFIGURATIONS LISTED ABOV ARE S 7VN ON THIS DRAWING. ROVKVER INSTALLATION EMBEDMENT SECTIONS •A -A . 'B-B' t HOOK STRIP ETA;L APo Y TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. O I-l/ {' MIN. - IL FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOVN THIS _PRINT ALSO APPLIES TO D. A I e 2 PANEL DOOR SHOWN _ :. -. 2000 SERIES. AND 500 SERIES.... G A .. . ..... D REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY FL P.ID A, IN'f. INC SANFORD F.L. CAULKI.sG UNDER SILL OR SET SILL IN HED INSTALLATION ANCHOR TITLE: SLIDING. GLASS. DOOR Of CONCRETE 3/16' D.A. TAPCON. A IN SECTION:A- STALLATION WITH #,8 SCREWS DRAWN BY_ 38- APPROVED BY: ATE: 12/17/01 !SCALE: NTS IDWG / -LE X0027 SHT 1 OFF12002 exeAPHO tY IRDdlti L APRICAit°) CAGt NCCRIMG. IHC„ 223 INTCRMTIONAL PKvY- SWIE 250. HCATMROv. FLOR:DA• 727H6• A01•BC5'0365 rAX A07-805-03" r. r 1000 P.V./DESIGNER J SILL (TYPJ tf #8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT B WINDOW F( L MULLION SEALANT BETWEEN' VINDOV FLANGES 6 MULLION O \- 08 X 3/4 SELF ' 1000 SA TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) L MULLION 1000 P.W DESIGNER SILL (TYPJ , 3/4 SELF TAP PINGSMSSI X 2 7/16 X 1/8 TUBE MULLION I SEALANT BETWEEN R##RRR- j.__'"""i' VINDDV RANGES- 6 MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MULLION SEALANT BETWEENr1000P, TY DESIGNER WINDOW FLANGES TYPJJSILL (L MULLIDN - 3/43/4 SELF jMS'I X 4 X L/8Z/ TUBE MULLION A \--#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A -A (5) APPLIES TO HEAD k SILL WHERE I' X 4' 1000 P.V DESIGNER & 2' X 4' TUBE MULLIONS ARE USED SILL (TYPJ AUXILIARY PLA DETAILC OIO<2 ADDITIONAL ANCHORS, V1EN REOUIRED) 8 X 3/4 SELF 0 TAPPING SMS LSSHING1X2X3/8 O _O TUBE MULLION TION ANCHOR #8 WOOD SCREV ( TYPJXTERNALMULLION NSTALLATION CLIP . NB X 3/4 SELF TWO BY WORD TAPPING SMS TWO BY OTHERS HEAD (TYPJ 1000 P.W./DESIGNER SECTION A -A (2) SILL (TYPJ 1000 P.V DESIGNER 8 X 3/4 SELF r SILL (TYPJ.. TAPPING SMS 2 X 4 X 3/8I #8 X 3/4 SELF TUBE MULLION TAPPING SMS 1X27/16X 3/ TUBE MULLION SEALANT BETWEEN VINDOV RANGE L MULLION 8 X 3/4 SELF l000 S,H. TAPPING SMS \\ HEAD CTYPJ `- # 8 X 3/4 SELF TAPPING SMS SECTION A -A (4) 1000 S K HEAD (TYPJ - - - 1000 P.V,/DESIGNER SECTION A -A (%) SILL (TYPJ _ - TAPPING SMS IFX 4 X 3/8 O 13. TUBE MULLIC zNv A '_L _ NOY- oru V Iu B \-#8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYPJ SECTION A -A (6) 2002 DETAIL [- MULLION APPLIES TO HEAD& SILL WHERE I' X 2' k 1' X 2 7/16'. TUBE MULLIONS ARE USED DETAIL. VCA MD4 INSTALLATION ANCMR 8 WOOD. SCREW TYPJ NORR. 0.TP L1 1/8' MIN. EMBEDMENT I I IiH• MIN. 111 EMBEDMENT- FLORIDA EXTRUDERS uSAENFORD ORIDA TTrLE:SER. .1000/1500 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.: 1HMFINTR SEALANT BETWEEN VINDOV FLANGES ULtMLION 1000 P.V./DESIGNER SILL <TYP.) r #8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION N SEALANT I VINDOV Fl L MULLION TYPICAL MULLION TO CONCRirE O'JAMB "' ^ APPLIES TO JAMB WHERE 1- X 4- DETAILB k 2' X 4' TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DIA.' 1 X 2 X 3/8 Ir TAPCON SCREW ANCHOR (TYP.) TUBE MULLION EXTERNAL MULLION ONE BY VOOD INSTALLATION CLIP . MiTFUL FL®MA B. ®.,LF. BUCK BY OTHERS Q HAMEACTUMR JjAM: LdR/D.4.i->?UDERS . 8 X 3/4.SELF / MULLIONX3/4 SELF - TAPPING SMS MASTER F> # 1000 S.H. { TAPPING SMS 3000 SH HEAD (TYP.) HEAD (TYP.) SEALANT BETWEEN VIN130V FLANGES SECTION A -A (1 i SECTION A -A (21 L MULLION 1000 P.W./DESIGNER 1000 P.W./DESIGNER 1000 P:V./DESIGNER SILL (TYPJTYPJ SILL (TYP.). . Q e X 3/4 SELF #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS 1X27/16X1/8 2.X4X3/8 TUBE MULLION TUBE MULLION 1 MIN. I-I `TUHE MULLION EMBEDMENTMENT SEALANT BETWEEN T BETWEENWINDOWFLANGESSEALWINANAN FLANGELMULLION L MULLION 8 X 3/4 SELF \'#8 X 3/4 SELF 1000 S.H. TAPPING SMS — 1000 . SA TAPPING SMS HEAD (TYP.) HEAD (TYP.)- SEALANT BETWEEN SECTION A -A (3) SECTION . A -A (4) WINDOW FLANGES #8 X 3/4 SELF L MULLION TAPPING SMS 1000 P.W./DESIGNER . SEALANT BETWEEN 1000 P.W./DESIGNER SILL (TYP.) WINDOW FLANGES SILL (TYPJ 1000 S.H. 8 X 3/4 SELF t MULLIONLION #8 X 3/4 SELF HEAD (TYP.) TAPPING SMS TAPPING SMS 1 X 4 X 3/8 SECTION A -A (7) 14 TUBE MULLION TUBE MULLION 8 X 3%4 SELF #8 X 3/4 SELF TAPPING, SMS 1000 S,H TAPPING SMS 1000S.H. 8 8 20U HEAD ( TYP.) HEAD (TYP.) SECTION A A" (5) 6A-A (6)__ ,. 1000 P.V./DESIGNER SILL ( TYP.) B X 3/4 SELF TAPPING SMS 1000 P.V./DESIGNER SILL ( TYP.) B X 3/4 SELF TAPPING SMS 9 1000 P.W DESIGNER SILL .(TYP.) 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - MULLION 1000 P.W./DESIGNER SILL (TYP.) AUXILIARY PLATE TOR ADDITIDNAL ANCIAIRS. VMEM REDUIRED) DETAI 8 X 3/4 SELF TAPPING SMS APPLIES TO HEAD do SILL WHERE 1" X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP T(WO V -- BU K BY 0 HERS SEALANT BETVEEN #8 X 3/k SELF u8 X 3/4 SE ' iul, ' RMAWINDOVFLANGESTAPPINGSMS \_1000 S.M. TAPPING SMS _ - L MULLION 1000 S.H. - - - _ HEAD (TYP.) HEAD (TM) b MdJaAICiuma H MULLION SEALANT BETWEEN WINDOW FLANGES SECTION -A—A U1) : SECTION A —A U2) 'LOil - U FRS- MULLION 1000 P V DESIGNER 1000 P•W,/DESIGNER S 2F r SILL (TYPJ r SILL (TYP.) A 8 X 3/4 SELF iP A SELF SOLO P.V./DESIGNER \/ TAPPING SMS MS 1 X 2 7/16 X 3 8 SILL (TYPJ 1 I X 2 7/16 X 1/8 A 1 TUBE MULLIONTUBE MULLION #8 X G SELF TAPPING SMS 2X4k3/e TUBE MULLION; SEALANT BETWEEN L 1 1/8 MIN WINDOW FLANGES - EMBEDMENLMULLIONEl FVATIQANTBETWEENVIEWEDFROMEXTERIOR OW FLANGE -. LLION .._...__?ELl.AI •APPLIES TO HW & SILL -WHERE 1' x 2# 8 X 3/4 SELF 3/4 SELF I x 2 M7/16",TUBE ARE USED 1000 S H.' TAPPING SMS 1000, S.H. TAPPING SMS __.. 9KATNC G . . HEAD.(TYP.) HEAD (TYP.) SEALANT BETWEEN SECTION .A —A .Q) SECTION A —A U4) #8 VO DSCRON ANCNDRsevoDDscREv WINDOW FLANGES - - - - (TTP.) - - L MULLION - \—MORIL CLIP. SOLO P.V./DESIGNER SEALANT BETWEEN SOLO P.W./DESIGNER\ SILL (TYP.) WINDOW FLANGES; SILL (TYP.)`— #8 X 3/4 SELF . TAPPING SMSMULLION _ I #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION A —A (7) I Val MIN 1 X 4 X 1/8 1 X 4 X 3/8 HEAD (TYP.)EMaEnMENT TUB TUBE MULLIONEMULLION 8 X 3/4 SELF TAPPING.SMS SOLO S.H.. HEAD (TYP.) SECTION A —A (5) IX2X3/8 O O TUBE MULLION — — O ' 8 X 3/4 SELF S.H. TAPPING SMS SOLO HEAD (TYP.) . SECTION A —A (6) FLORIDAI EXTRUDERS N NFORD, FLO IDASANFORD; FLORIDA u` nti.E: SER, 1000/ 1500 FIN SHEET 1 OF .2 TWIN 'HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET-2 OF 2) FOR DESIGN..PRESSURE CAPACITIES 8 r_g ZOQZ DRrWY BY_MSH APPROVED BY: DATE:2/6/02 scArE:NTS DWG.: 1HMFINTW E c VINZOW FL.AtiOaS 6 MULL 1-N lD;C P.a.!DESiGNE t —t8 X 3/4 SE'_F TAr?ING SY.S X2X 1/B TMUL_IGN SEALANT 9_TV•=N ViN:^_ V .LANCES- L MALiCN 8 X 3/4 SELF S., TAPPING SMS rALahT ar MEn .i JSCTION A -A ('I r 10G0 RW./Di:S;GNER j .SILL ( TYP.) t RG X 3/4 SELF APPING SMS I X 2 J/!6 X !/o L LTf/ TUBE MULLION SEALA.NT 3ETWEEN V:N uV FLA,4GES- L MULLION I „P! CAL IAUII IC-N TO COI CRETE C UAME ICGO P.':,/ DESIGNER GYP,) APPLIES TO JAIMS WHERE t' X 4' LAIC j S! LL i d T:B= MULLIONS A_KE USED) t /--xB X 3/2 SELF li I TAP P; N-, S4S CGNCR_T'c un MASGNRY I 3Y OTHERS NS'•A. LLATIr4\ ANCHOR 3/!5 DIA. r • _ J I I TA,'C= • SCREY ANC.-C`' ('YF • EXT --NAL MULLION INSTALLATION CLIP, s .f R g ,.®.+ OTHERS y amF r7gg S RJFAC IdAASE• I wULLTCN X -! aS=L - LQRlaf U i 1 tC:f SH TAP°LNG SkS w.,ik SILL (T YP.) IJSILL C(YPJ i t8 X 3/1 SELF / -S X 3/4 SELF + TAPPING S4STAPPINGSMSI1 1 X27/i5 X 3/ TUBE MULLONN 2 X 4 X 3/8 r I ! 1/4' MIN. I UBr • L I_..,. I• EM=EZi,ENT SEALANT SETVEEN Vi.':LOV FLANGE - 6 e X 3/4 SELF Q \-a: E X 3/4 SELF 1000 S. H. TAPPING SMS \—;COO SA TAPPING SMS HEAD CTYP.) rtAD CT'iPJ SEALANT SETVEEN S_CTION A -A (3) A —A (4) VINLOV FLANGES L MULLIONN 1000 P. V./DESIGNR'. SEALANT BETVErN r-"!000 F.V./DESIGNER l S L (TYP.) L'IN03V FLANC=S -1 1 SILL (TY?.> e8 X 3/4 SELF L MULLION 1 i/—#8 X 3/4 SELF TAPPING SMS , TAPPING S4^ 1 J" y_ X 4 X 1/8 %- _ X a X 3/9 I 8 X 3/4 S_LF#E X 3/4 SELF T.- L-!. 7A?P;?!G SMS laaD SA. TAPPING SMS t s.:+. Hz.,):) (TYr'.. HEAD (TYP ) SE^T') N A -•A (5`T'0? A_e 16) 8 X 3/4 SELF TAPPING SMS HEAD .TYP.) SECTION: A — A (7i ncT.4iL P 'ram\ y 1-' A I 1 L_ cVATiCN VENEEC FROM EXTERIOR 1 ITrrLi SE - ,_? 0GC-i .500F LANGt :.SHEET 1 Gr c i TWIN yG ZONTAL MULLION SECTIONS C U 7 LtiKS_J f'± -JLC fG/ OR J I LESIGJ PRESSURE CAPACITIES IJU DRAWN BY: M S H _ APPROVED BY: FEB 1.5 1DATE:2/4/C2' I SCALE: r TS DWG._ ! HMFL T'W 7 1000 P.WJDESIGNER r1000 P.W./DESIGNER AUXILIARY P A APPLIES TO HEAD do SILL WHERE 1" X 4" SILL CTYPJ SILL CTYPJ CFOR ADDITIONAL ANOCIRS• vHEN REQUIRED) & 2" X 4' TUBE MULLIONS ARE USED f18 X 3/4 SELF k8 X 3/4 SELF AI C TAPPING SMS TAPPING SMS SHEATHING O O 1X2X 1/8 1X2X3/8. -- TUBE MULLION TUBE MULLION Ia1LLDx+ SEALANT BETWEEN INSTALLATION ANCHOR k8 WOOD. WINDOW FLANGES. . _ _ :.' . .. __ .,. SCREW (TYPJ L MULLION EXTERNAL MULLION O BY WOOD — ii`' - INSTALLATION CLIP SEALANT. BETWEEN ' RAL .1RMA B. O.'`13UCK BY OTHERS WINDOW FLANGES #8 X 3/4 SELF #8 X 3/4 SELF L MULLION 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS . ii ANUFACrURER — HEAD (TYPJ HEAD.(TYP.) SEALANT BETWEEN j—LOiP/P4 HAr7e MULLION WINDOW FLANGES SECTION A —A (1). -SECTION A —A (2) - - L MULLION 1000 .P.W DESIGNER - 1000 P.W./DESIGNER MUSTKRu F11 - r SILL (TYPJ r SILL CTYPJ DEIAn C r-- A 1 #8 X 3/4 SELF I ItB X 3/4 SELF 1000 P.WDESIGNER -- TAPPING SMS TAPPING SMS SILL CTYPJ 1X27/16 X1/8 1X27/16X3/8 \ J L—A / TUBE MULLION TUBE MULLION M8 X 3/4 SELF TAPPING SMS 2X4X3/8 SEALANT BETWEEN TUBE MULLION WINDOW FLANGES L1 1/8' M. L MULLION EMBEDMENTy SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE L MULLION. _ ' DETAIL 8 APPLIES TO MEAO & SILL.WHERE 1' X 2' u t I' X 2 7 16 TUSE:UULUONS ARE USED R8 X 3/4 SELF `—#8 X 3/4 SELF 1000 S.H. ..TAPPING SMS 1000 S.H. TAPPING SMS sIcAliNbc HEAD (TYPJ HEAD CTYPJ SEALANT BETWEEN SECTION A —A (3) SECTION A —A (4) - " I"STa-uTIw:ANCNOR WINDOW FLANGES ..- - -... 08-VOOD SCREW- . . L MULLION . (TYP.) 1000 P.W./DESIGNER SEALANT BETWEEN 1000 P.W./DESIGNER HORIL. CLIP .. SILL (TYPJ WINDOW FLANGES SILL (TYPJ` A8 X 3/4 SELF L MULLION ` ; - \ TAPPING SMS - M8 X 3/4 SELF R8 X 3/4 SELF \ LTAPPINGSMSTAPPINGSMS 1000 S.H. SECTION A —A (7) ' 1 X 4 X 1/8 -- /// 1 X 4 X 3/8 HEAD (TYPJ 1 ve' MIN TUBE MULLION / TUBE MULLION EMBEDMENT FLORIDA EXTRUDERS IN ERNA; -INC SANFORD, FLFLORIDAA TITLE: SER. 1000/1500 FIN. SHEET 1 -OF. 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2?, FOR n8 X 3/4 SELF \_I08 X 3/4 SELF = DESIGN PRESSURE CAPACITIES TAPPING SMS _ TAPPING SMS _. 1600 S.H 1000 S.H. HEAD CTYPJ ... HEAD (TYP.) i r - DRAWN BY: M S H APPROVED BY: SECTION'A—A (5) SECTION A —A (6) <::, DATE:2/6/02 I SCALE: NTS I DWG.: 1HMFIN C C00 F.N./DESIGNER SILL (T*YP.) SELF TAPPING SMS s % LSc MULL:UN 7 SEA_A, 3£T'rE_-N W vas ' FLANGES - SEALANT 3_ `VEEl+ •-RE X 3/4 S`_` V:NDO ' FLA.S S M'JLC.ICN -' :0C iti,: SMS HEAL ,.Y YY.) SEALANT EET WEE`+ TV [NuDW f:nNOir SECTION., ia-/'. / L MULLi::N i! GOO F.«./DESiG±•+ER SILL (TYP.) E X 3/ 4 SELF TAPPING SMS i X 2 7/16 X 1/8 D TUB_ MULLION SEALANT BETWEEN W!N]C-V FLANC-ES- L MULLION Oe X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ S_ALA,:- BETWEEN SFCTiQN A -A (3) WINDOW FLANCZS L MULLION r-!000 P.N./DESIGNER SEALANT BETWEEN j SILL (TYPJ WINDOW FLANGES,- 8 X 3/4 SELF t MULLION i TAPPING SMS /-- X a X 1/E I IUrL r 1000 ?.«./D'SIGtvER i TYPICAL MULLION TO CONCRETE C JAMS APPLIES TO JP. S :WHERE X 4' N i , niJEib TA -- SILL ( T Y-.) 2" X 4' T U8= MULLIONS ARE JEE10) Q 1 iA X 3/4 SELF i I y i TAPPING SMS I- CONCRETE OR MASONRY iI i- Ir ST e.TI ANCHOR 3/:6' Dik ri A „i c I - TAPCG": S:<EW ANCHOR (TY' EXTERNAL MULLiJW r; NE iY WOCE_% INSTA _ATICN CLIP E_ t< B, OTHERS CENTRAL: FY.OPMA R.O. A. F. TAPP IS h1ANU.PACTURER C- LP. N. SMS NA16E • 1 A SrCT'•^rJ -A {2) MASa'p T r- iC0 P,V.!LESiGr:£R I STILL (T YP.) Q V T u0_ x 3/4 J__P 12, P.V./DES!SNER y TAPPING SMS i X 2 7!15 X 3/8 S!L.. TYPJ. i J TU^E MULLION I ---a E X 3.'4 SELF i-.- 1 1/4' EM= Ei MIN. NT SEALANT BETWEEN / vINDOV FLANGE -{\ L MULUON \ e" a X 3/4 SEL= loon S.H. TAPPING SMS HEAD ( TYP) S= CTIQN A. -A. (4) r- 1000 PW./LESIGNER SP_ L (TYP.) r- k8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TAPPING SMS - ' L_ X 4 X 3/8 TUBE MULLION k8 x .3/4 SELF TAPPING SMS 10n S.H. SEQ-! 'N A -A (7) TLE T A!; F A .. I 1 / I l£ V. ATiON ViEVVEC FROM EXTERIOR Y TITLE: SER. 100 U FI ANGE SHEET 1 OF. a HORIZONTAL. nr c0/'_ 0., cam[- _ ESA HiORIZONTAL IMIVL. L1„v SEC ICONS . S7;7_ L Ji L_- S:!)= l JnLL G Ur 2) E ' aE X 3/ 4 SELF x 3/4 sE, DESIGN PRESSURE' :.A P.G I `i ES TAPPING SMS S" tS i CC S `—.: nCG S'r' DRAWN BY: M S H . APPROVED BY: HEAD YPJ MEer ( T+-.) FVT;in n_. n /`, ''; `{ ;DATE: __j 'T' S. r. ? 4/[ l SCALE: ti S.. DWG.: t i i_( 5 2u 2 1000 S.H. I X 2 X 1/8 1000 S.H. I X 2 X 3/8 JAMB (TYP.) TUBE MULLION JAMB <TYP.). TUBE MULLION 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS 2X 4X3/8— SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION . VINDOV. FRAME WINDOW FRAME t MULLION i MULLION 8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A .(2) 1 X 2 7/16 X 1/8 1000 S.H. 1000 S.H. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/6 JAMB (TYP.) JAMB (TYP.) JAMB (TYP.) TUBE MULLION . I8X1/2 SELF #8 X 1/2 SELF TAPPING SMS LIT:TAPPING SMS 1000 S.H, JAMB (TYP.) ANTEEN SEALANTBETVEEN#8 X-1-1/2 SELFNOWAMEWINDOW.. FRAME TAPPING SMS i MULLION L MULLION 8 X 1-1/2 SELF #8 X 1-1/2 SELF. TAPPING SMS TAPPING SMS SECTION A -A (3) SECTION A -A (4) IX4X1/8 1X4X3/8 TUBE MULLIONMULLION TUBE MULLION y ptp • Q• TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8' MIN. EMBEDMENT I MULLION 48 X 1/2 SELF TAPPING SMS E61A r HEATHING HOR #8 WOOD SCREW (TYP.) APPLIES TO HEAD & SILL WHERE 1" X 4 k 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD k SILL WHERE I" X 2" do 1" X 2 7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL B #8 WOOD SCREW TYP.) SILL CLIP SEALANT BETWEEN WDIDOV FLANGES L MULLION 1 1/8' MIN.' EMBEDMENT A 7 SMEArNING F vaon Fw,nlNc AUXILIARY PLATE FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) q x A A 0 - O1000S.H. URID r JAMB (TYPE 08 X 1/2 SELFfTAPPINGSMS 8 SELF .TAPPING \\/ SMS (TYP.) V — DETAIL B MULLION 118 X 1/2 SELF ELEVATION O TAPPING SMS VIEWED FROM EXTERIOR Lr1J _ S4 SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME i MULLION 6 MULLION 8 X 1=1/2 SELF . #8 X,1r1/2 SELF TAPPING SMS TAPPING-SMS SECTION A -A (5) SECTION A -A (6) FLORIDA EXTRUDERS INTERNATIONAL, TMx:SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS 1 F 32002 SEE OTHER SIDE ( SHEET 2-OF 2)FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY DATE:2/6/02 I SCALE: NTS DWG.: 1VMF`IN- iy X 2 X I/e IeCo S.H. JAMB :TY= j T' c= MUL_luN. JAM= CTYPJ 1 # E X 1/2 SELF` TA=IrG SMS SEALANT B=T'WTEN TAPPIti= SMS Sc.0 I i0N_ A —A i r 1 X 2 7/i6 X :/E TUBE MULLION JAM? C T Y?) 1 :IAMB (?YP.) Ill ;; S X 1/2 SELF TA,.PFNG SMS SEALANT. BzTVEEN WINMV- FLANGES L MULL [ON 8 X 1-1/2 SELF TAPPING SMS S__CIQN A —A (S) rr 1 X 4 X 1/E TU.'.E MULLION I x 2 x 2/8 GIN_ BY WOOD_ n T ' L A TUB_ MULLION buCK by OT'rERS L C NCRE R MAS-2NRY By GTH ps— ii X I/2 SELF i 1 1/d' MIN_ A==ING SM; EMBELMEN 4At SEA'AV' 3CTW_EE\ \SSA 4TI N A'. .R 3/lc _A. TAPCriN SCEAC::r. CTY?.: F x - 2 SE_ _ \ =R.AL MULLION icCT OI•; A —A i L 0 TC 'L0N RET 0 HAD MU_Li N ii 11r LEE rEAD & SiLL WHERE i X A TUE•E MLIP-LION JAMS CTYPJ i e X I/2 SELF i ; rINSTAL!ATIQN ANCHOR r--$ X 1/2 SELF TAP; -TN S:'s - 1 3/'E' DI.A: TAPCCN TAPPING SMS , ' SCREW ANCHOR CTYPJ 00 I ' S. LL CLIP L 707 8 X !-!/ 2 SELF SEALANT BETWEEN SEALANT BETWEEN TAPPING SMS WINDOW FLANGES - 1'!/: MiN. vINDGW FLANGES - t :HLILLICN Q -- EM3EBMcN7 6MULLION SCTiON A 1/2 SELF SMS DETAIL C IL B` OTHER STAPPIti„ L CEC vN A — A I41 7TM`X i_ AIXILeRY p I R ADL:TI SAL ANCHORS, W N RLWUIRED). X 4 x 3/ 8 TJBE MUL-1 10N _ I p150. 1000 S H } Woo S.H. DIME (TY?) 1 JAM3 C T YP.) . 1 t 8 X i/ 2 SELF TAPPING SMS 1 SEALANT BETWEEN WINDOV FLANGES L MULLION L_#e X !-!/2 SELF TAPPING SMS. Cr / iON A —A. I l A I A. i - ! , o iY ril I. SMS CTYPJ ` I ELEV4Tly 8 X 1/2 SELF MEWEC FROM EXTERIOR TAPPING SMS TLORIDA EXTRUDERS. RoIONo,INC TITLE: SER 1000/ I 50 : FLANGE SHEET 1 OE '2 CDR _ H_ M;,_! IDN SECTHINS SEALANT BETWEEN 1 v[N3t1W cLANCa j SEE. GTHER SIDE < SHEET %SCE 2) r LR a M u.IaN DES. I C' ?RESSURE, CAPAC I T TES 9 X 1-1/2SELF- tAPPINC SMS Z jDRAWN BY: M.Sr APPROVED BY _ FEB152.9- _ DATE:2/I: 02 SCALE T S Di4G.. : ? LC i x 2 x I/8 1 x 2 X 3/8 loin S.'r. i 1^^ S.N. - / _ J TUBE9c M 'iCti _AMS YP.% '' / i 3_ MULLIJN qvP 'Ty?, .1 TAPaE X'„` SMS s8 X !/c SELF 2 X. 4 X .3/8 - TaPPING SMS TLBE MU! LI 'i Yi4ai431Aht_ 11 L' iCi1vC3 TY S. k—', T. -A. t1 b.h_ i l n$ F Ji.. uv'J 7 A•i _ - ke Y :-I/-- S_:.. C: •^• A ': !+$ CTC=lamf {.I\ 1 11 1 X c 7:16 x I!o X 2 7/IE X 3/E C:C S. N. JA.M9 (TYP. 1 JAM3 ('.r.. 8 X 1/ 2 SELF TAPPING SMS TYPICAL V:FMCAL TO HCR'Z^.^TA! MULLION TO MULLON i TA.=;NGSMS i iX R CX NL._ t I: 1nITERNA: Li i o ' - r-INSTAL ATI N ANCHC.R SEALANT BET.R'N / iS' MA :A.-C^ N 8 X 1-!/2 SELF i (TYP.) VINDOV Fi LAwSITAP?+NG SSFCT;ON A -A :(7) I SURtEVANC.CR SI ` C_i= d8 x 1/2 SELF TAPPING SMS r.`. 1 vv. MIN. Q EMBEDMENT PgECAST'S Q BY OTHERS SEALANT BETWEEN I - AUXILIARY PL4Tt - - - SEALANT BETV£ EN . • - WINDOW FLANGES \. W;NLGV F AP.GES a8 X 1-1/2'SSLF - I ci3K ADD TIONAL.. A..`CHURS. WHEN R E 0 MED% t M'JLL[ON 6 LION Ta?PING SMS ; na X+_/ c _ _ ' NU SHS FCTIOP: (31TAPPIECT.Oj' e—A ,4i i A. A_ i I o 0 X 4 x !/8 r 1 X. X 3/8 I I" i i. B !^ -- .. .. TUat. MULL I^; TU' 'aNr I + rrUN-- i¢wd.r® TAPPING F o,p 1acD s.N lCec S.P. sN.^ /Dfi " J "^/,EC FRCU ;X:cRICR ! i FLEX # 6 INTERNATIONAL, INC E x 1/2 SEABE xi3 x 1/2 SELF FLORIDA EXTRUDERS., sANFo T' FLORIDA AL T, APPfNC• SMSTAPPING SMS - .. ITLE: SER 1000/ 1500 r LANGE SHEET 1 D _2 V _ VER.TTCAL MU•_LI N Ti\ TD HGRIZSNTAL SEE OTHER S I y- C SHEET' -- 2 DE 2) = 0R ' SEALANT BETVEEN St - VINDuv FLANGES WI Dcv F ..Es r: a x 1-!/z szL DES 1 GN:: PRESSLI<E CAPAC I.T TES . . L-ML4! MULLION \ _.. .. t. MJ •_ION ... ... TAPPING S''S .. 48 x 1 1/2 SF F r n { F "'i9 DRAWN BY. M Ski ' APPROVED' HY: " TAPPING SMS _ -A _1 Fr 1 5 L: C. SECTiO,N A -A i 5 ;. T QN A (v • DATE /6/0-%U'r SCALE: N T S DWG.: i VMifMr L u SEALANT BETWEEN WIMDOW FLANGES L MULLION 2000 P.W./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A M APPLIES TO HEAD do SILL WHERE I" X 4' AUXILIARY PLATE AI k 2' X 4• TUBE MULLIONS ARE USED 2000 P.W./DESIGNER ( FM ADDITMNAL AMCNDRS".WHEN REQUIRED) SILL (TYP.) E) 8 X 3/4 SELF SHEATHING TAPPING SMS 0 0 I X 2 7/16 X 3/8 — — TUBE MULLION .. _ .. INSTALLATION ANCHOR #8 WOOD Mu:LtOM / SCREW.. (TYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 8.X 3/4 SELF 1000 S.H. TAPPING SMS MULLION HEAD (TYP.) 2000 P.W./DESIGNER APPUES TO MEAD t SILL WHERE I' X 2' SILL (TYP.)k i' X 2 7/16: TUBE IIUUJONS ARE USED SECTION A —A (2) I AI 8 X 3/4 SELF VCAr G TAPPING SMS ZSlJ— / TUBE MULLION SEALANT BETWEEN WINDOW FLANGE M1vN1 L MULLLL ION UD 5 SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L MULLION 2000 P.W./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS 1 X TUBE MULLION 8 X 3/4 SELF TAPPING SMS 2000 P.W./DESIGNER 1000 S.H. ' rSILL (TYP.) pHEAD ( TYP.) 8 X 3/4 SELF " SECTION A —A (5) TAPPING SMS j I X 4 X 3/8 . TUBE MULLION 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H.__ ... __ 1000 S.H. HEAD ( TYP;) HEAD (TYP.) SECTION A —A (3) SECTION A —A (4) rR INSTALLATION ANCHOR VmD SCREV W CTYPJ NORR. CLIP. L1 1/8'_ MIN. I EMBEDMENT I 1 vs. NDa EMBEDMENT FLORID, A EXTRUDERS INTERNATIONAL, 'Nc SANFORD, FLORMA MU: SER. 2000 F,IN SHEET 1 :OF 2 - _ TWIT HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2. OF,'--;,2) FOR DESlI GN PRESSURE c^CAPAC IT I ES DRAWN BY: MSH APPROVED BY: DATE: 2/6/02 SCALE: NTS DWG.:' 2HMFINTR TYPICAL MULLION TO CONCRETE .O JAMB APPLIES TO JAMB WHERE 1- X 4' OETAIL do 2' X 4" TUBE MUWONS ARE USED) 2000 P,V./DESIGNER 2000 P.V./DESIGNER SILL <TYP.) SILL (TYP,) CONCRETE OR MASONRY 8 X 3/4 SELF #8 X.3/4 SELF BY OTHERS TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA. I X 2 7/16 X I/8 1 X 2 7/16 X 3/8 TAPCON SCREV ANCHOR (TYPJ TUBE MULLION TUBE MULLION A NEXTERNAL: MULLION ONE BY WOOD INSTALLATION CLIP BUCK.BY OTHERS , OETAIL X 2 7/16 X 3/8 TYPICAL VERTICAL,Tfl„HORIZONTAL MULLON TO MULUON 2000 S.H. I X 2 7/16 X 1/8 2000 S.K 1 JAMB (TYPJ TUBE MULLION JAMB (TYPJ TUBE MULLION IX OR 2X MULL I 8 X 1/2 SELF 8.X 1/2 SELF INSTALLATMN SCREW TAPPING SMS TAPPING SMS INTERNAL CLIP 2X 4X3/8 TUBE MULLION . . SEALANT BETWEEN .. SEALANT BETWEEN WINDOW FLANGES- 8 X 1-1/2 SELF TAPPING 'SMS 2000 S.H. JAMB (TYPJ 1X OR 2X MULLFLASWINDOWNGE L MULLIONL'MULLIDN_.1. 8 X 1-1/2 SELF TAPPING SMS c DETAIL 8 X 1/2 SELF SECTION. A -A 2) SECTION A -A (1) _ TAPPING SMS 3 J16' LA. TA ANCHOR 3/16^ CIA. TAPCON ANCHOR (TYPJ 1X4X1/8 TUBE MULLION IX4X3/8 TUBE MULLION SILL CUP Q 2000 S.H. 2000 S H SEALANT BETWEEN' VDHDOV FLANGES 8 X 1-1/2 SELFITS. SMS 1 1/4' MIN. EMBEDMENTQ JAMB (TYPJ JAMB (TYPJ 6_MULL ON; SECTION A-A'!5) PRECAST sDJ BY OTHER AUXILIARY -PLATE171 8 X 1/2 SELF 8 X 1/2 SELF FOR ADDITIONAL ANCHORS, -,WHEN REOUIR TAPPING SMS TAPPING SMS DETAIL C SEALANT -:BETWEEN - -SEALANT BETWEEN . #8 X 1-1/2 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS t MUl LION _ 8 X 1-1/2 SELF L MULLION A A MULLION TAPPING SMS 0 APPLIES TO HEAD. & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED AUXILIARY PLAFE FOR ADDITIONAL ANCHORS. WHEN REWIRED) UFA'C•U-RER NAKSy SHEATHING Farema• TR D SEALANT BETVEEN 5 a ]['; if 0 INSTALLATION ANCHOR #6 WOOD WINDOV FLANGES 6 MULLION M(ALION. SCREW (TYPO 2000 P.V./DESIGNER 2000 P.W./DESIGNER O SILL (TYP.) SILL (TYPO EXTERNAL MULLION 8 X 3/4 SELF 8 X 3/4-SELF. INSTALLATION CLIP TAPPING SMS, TAPPING SMS TWO BY WOOD BUCK BY OTHERS 1X27/16XI/8 TUBE MULLION IX27/16X3/8 TUBE MULLION MULLION SEALANT BETVEEN VINDOV FLANGES rcTAn S MULLION -. DFTAR r r-- A 2000 P.V./DESIGNER SILL (TYP.) 1 8 X 3/4 SELF 6 X 3/4 SELF L, A 1000 S.H. TAPPING SMS - 1000 S.H. TAPPING SMS 8 X 3/4 SELF - TAPPING SMS HEAD (TYP.)HEAD TYPO 2X4X.3/8 SECTION A —A (1) SECTION A —A (2) TUBE MULLION: 1 1/8' MMEINLEMBEDN FI, NATION - SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE . l' MULLION DETAIL 8 APPLES TO HEAD. &.SILL WHERE 1' X 2' a'...X ..2: 7/16'"-TUBE- YVLLXNlS ARE USED SEALANT BETVEEN SEALANT BETVEEN WINDOW FLANGESW- r - :. ---- Bs TALLAriomSEREWm cm VINDOV FLANGES 1..MUlLA1N 6 MULLION TYPJ CLIP - 2000 P.W./DESIGNER SIII (TYP.) 2000 P.V./DESIGNER SILL (TYP.) 8 X 3/4 SELF - HORIZ TAPPING SMS B X 3/4 SELF TAPPING SMS 8:X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (S) 1 X 4 X 1/8 . 1 X 4 X 3/8 HEAD (TYP.) - EMBEDMENT - TUBE MULLION TUBE MULLION FLORIDA EXTRUDERSINTERNATIONAL,SAANF Rma TITTLE: SER. 2000 FIN ... SHEET 1: OF LCy- TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET,2 OF 2) FOR 8 X 3/4 SELF 8 X 3/a SELF DESIGN PRESSURE .CAPACITIES ' TAPPING SMS S.H.. TAPPING SMS 1.YEB3000S.H. Z1000 HEAD (TYP.)- HEAD (TYP.) DRAWN BY: MSH APPROVED, BY SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 I SCALE: NTS DWG.:: 2HMF:INTW a a7 TYPICAL MULLION TO CONCRETE m JAMB APPLIES TO JAMB WHERE 1' X A.AIL 2' X 4' TUBE MULjJONS ARE USED) Q CONCRETE OR MASONRY ` BY OTHERS r 2000 P.V./DESIGNER 2000 P.W./DESIGNER INSTALLATION ANCHOR 3/16' DIA SILL (TYP.) f SILL (TYPJ - - TAPCON SCREW ANCHOR (TYP.) 8 X 3/4 SELF TAPPING SMS1X 2 7/16 X 1/8 r #8 X 3/4 SELF TAPPING SMS1X 2 7L16 X 3/8 ONE BY WOOD A MULLIONEXTERNl INSTALLATION CLIP TUBE MULLION TUBE MULLION BUCK BY. OTHERS - SEALANT BETWEEN WINDOW FLANGES SEALANT BETWEEN WINDOW FLANGES. MULU ON L MULLION MULLION 2000 P.V./DESIGNERommm SILL (TYPJ 8 SELF 8 -X 3/4 SELF 8 X 3/4 SELF TAPPING SMS X 3/4 TAPPING SMS2000SATAPPING2000 S.H. TAPPING SMS 2 X 4 X 3/8 Q HEAD ( TYP.) TYPJ - .. TUBE MULLION SECTION A -A (1 ) SECTION A —A (2) I F- 1 1/4' MIN. SEALANT BETWEEN EMBEDMENT WINDOW FLANGE L MULLION ram r Y_, AIJ LLJB A(Mp aa"- ETAIL B - r--- A UDSgAS TIEE3 IFRE ' 8 X 3/4 sa-FL A TAPPING SMS SEALANT 13ETVEEN VINDOV FLANGES L MULLION - 2000 S.H. .. -... _..... HEAD ( TYPJ 2000 P.W./DESIGNER r ( TYPJ 2IL ( TYPJ P, V,/DESIGNER SILL SECTION A —A (5) SILLr # 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X4X 1/8 1 X -4 X 3/8 FI FVATION,, TUBE MULLION TUBE MULLION MEWED FROM -.EXTERIOR INTERNATIONAL, INC FLORIDA EXTRUDERS ; SANFORD, FLORIDA SEALANT BETWEENSEALANWINDOWFLANGEStMULLION SER , 20.00 F.L:ANGE SFiEEj 1 OF 2 TWIN HORIZONTAL" MULLION``SECTIONS e x 3/4 SELF 8 X 3/4 SELF SEE OTHER SIDE (SHEET2 OF 2) FOR TAPPING SMS TAPPING SMS 2000 S.H DES I GN_ .PRESSURE; CAPAC LT I ES 2000 S.H. HEAD (TYPJ HEAD (TYPJ SECTION A —A ( 3) SECTION A —A (4) . 1 F B2OC2 DRAWN By:MSH _:. APPROVED z :_..;.. :... nATE2/_4/ 02. scACE:.NTS -`y nxc. 2HMFLGTW _.... AUXILIARY PLATE 47OR ADDITMNAL ANCHM, VMEN REOV1$0) CENTRAL FLLWA B.O.A. F. MClWA URIEM NAME: E) aO SEALANT BETWEEN F.'FER FIFE WINDOW FLANGES. L MULLION 2000 P.V./DESIGNER 2000 P.VJDESIGNER SILL (TYP-)SILL (TYPJ 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS, - 1 X 2 7/16 X 1/8 1 X 2 7/16.X 3/8 TUBE MULLION TUBE MULLION SEALANT BETVEEN .. WINDOW FLANGES L MULLION - .. . 8 X 3/4 SELF 8 X 3/4 SELF SMS 1000 S.H. TAPPING SMS 1000 SA TAPPING HEAD (TYP.) HEAD. (TYP.) SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN/ WINDOW FLANGE -(\ L MULLION SEALANTBETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L MVLLION 2000 P.W./DESIGNER SILL 8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 flft TUBE MULLION 8 X 3/4 SELF TAPPING, SMS 1000 S.H. HEAD (TYP.) D ETAI TWO BY WOOD` BUCK BY OTHERS APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED h r SILL (TYRJ A f# 8 X 3/4 TAPPING SMS 2 X 4 X3/8 1 TUBE MULLION 2000. P.WJDESIGNER SILL (TYPD 8 X 3/4 SELF TAPPING SMS 1X4X3/8 BE MULLION o® 8 X 3/4 SELF TAPPING -SMS 1000 S.H. HEAD (TYP.) SECTION A —A (4) 11/8+ MIN .. ... _ .. . EMBEDMENT NATION VIEWED FROM EXTERIOR FTAIL 8 APPLIES TO HEAD & SILL WERE 1 X 2' 1' X 2 7/16 -TUBE MULLIONS ARE: USED ...... INSTALLATION ANCHOR .. . SECTION A —A (5) Be voon SCREW HDRiZ cL>P e X 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) V V Ea 2= III 111"` EMBEDMENT ' FLORIDA EXTRUDERS_ . o FORMA I'rrLt';:SER 2000 FIN SHEET I 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 scALE: NTS IDWP,.: -2HMF LN : , TYPICAL MULLION TO CONCRETE *JAMS APPLES To JAMB WHERE 1* X 4.Q ETA I L X 4" TUBE MULLIONS ARE USED) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L L MULLION. L 2000 P.W./DESIGNER 2000 P.V./DESIGNER TYPJSILL (TYPJ SILL (TYPJ 8 X 3/4 SELF r #8 X /4 SELF PING SMSAPTAPPINGSMSTI X 2 7/16 X 3/8 I X 2 7/16 X 1/8 TUBE MULLION TUBE MULLION 8 X 3/4 SELF #8 X 3/4 SELF 2000 S.H. TAPPING SMS 2000 H., TAPPING SMS S. HEAD ( TYPJ (TYPJ SECTION A —A (1) SECTION A —A (2) SEALANT BETWEEN VINIIOV FLANGE MULLION O. V 4 SEALANT BETWEEN .,SEALANT. BETVEEN... VMDOV FLANGES WINDOW FLANGES L MULLION L MULLION _: - - 2000 P4WJBESIGNER 2000 P,W./DESIGNER SILL ( TYP.) SILL (TYPJ 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS -TAPPING SMS I X 4. X 1/8 1 X 4 X 3/6 F TUBE MULLION TUBE MULLION LA= j 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS TAPPING SMS S. H 2000 S.H. HEAD ( TYPJ HEAD ( TYPJ SECTION A-L-USECTION A—A_L4 CONCRETE OR MASONRY—,,, BY OTHERS .- . : INSTALLATION ANCHOR 3/16' M TAPCDN SCREW ANCHOR CTYPJ EXTERNAL MULLION L.-INSTALLATMNONEBYWOOD ---l' 7 CLIP BUCK BY OTHERS MULLION r 2000 PV./DESIGNER.. SILL (TYPJ S SELF8 X3/4 SELF 3 NC4SMSS S TAPPING. SINSAPXPI M TAPPING X- 4 X 3/8 4 TUBEMULLION E L11/ 4' MIN. EMBEDMENT A 3/ S L 8 X3/4 SELF B XGTAPPING SMSIf N A 2000 S. H. HEAD (TYPJ SECTION SECTION A —A L5) ELEVATION VIEWED FROM EXTERIOR IMRNATIONA4 INC. FLOR,IE A: EXTRUDER.S:,SANFORD, FLORIDA T=: SER, 2000 FLANGE SHEET -1 OF 2 HORIZONTAL MULLION SECTIONS cm v. SEE OTHER SIDE (SHEET_2 OF 2)TOR DESIGN ES j 8 20002. lc 7- DRAWNMSH _APPROVED HY:^ 2000 S H 2O00 S.H. JAMB (TYPJ 1 X 2 7/16 X 1/8 JAMB.(TYPJ l X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION. 2 X 4 X 3%8 - TUBE MULLION 8 X 1/2 SELF. #8 X 1/2 SELF . TAPPING SAS TAPPING .SMS 2000 S.H. - JAMB (TYP.) SEALANT BETWEEN -_ _SEALANT BETWEEN r7 WINDOW FRAME WINDOW FRAME L MULLION L MULLION 8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SAS TAPPING SAS SECTION A —A (1) SECTION AAA (21 TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8' MIN. EMBEDMENT SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW CTYP.> EXTERNAL MULLION. INSTALLATION CLIP MULLION.... APPLIES .TO. HEAD &.SILL WHERE 1" X 4" 2" X "4" TUBE MULLIONS ARE USED 1 8 X 1/2SELF APPLIES TO HEAD &. SILL WHERE 1" X 2" TAPPING SAS & 1" X 2-7/16" TUBE MULLIONS ARE USED JJJ--- INSTALLATION ANCHOR AI6 #8 WOOD SCREW DET( TYPJ 1 ... _ SILL CLIP a . EFTJliAL FLORIDA B.®.A.JC . 8 X SELF SEALANT BETWEEN. . • .... ..- WINDOW. FLANCES 1 1/8• MIN. 1-1/2 HMAC` MR N TAPPING SAS L i lJx+J a MULLION 5) _. EMBEDMENT sxuTHD+ c - GoIP/ t>r4 SECTION A —A ra2., MASTER ' ME# nETAIL C AUXILIARY PLATE... 1 X 4 X 1/8 TUBE MULLION 1 X 4-X 3/8 TUBE MULLION- j e ) FORADDITIONAL -ANCHORS, WHEN REQUIRED 2000 S}i. 2000 SA A. A --- JAMB ( TYPJ JAMB (TYPJ O 8 SELF. TAPPING 8 X 1/2 SELF. #8 X 1/2 SELF SAS (TYPJ-,. DETAIL B MULLION TAPPING SMS TAPPING SAS ELEVATION _ Q VIEWED FROM EXTERIOR Y >: INTERNATIONAL. INC FLORIDA : EXTRUDERS sANFORD. FLOREDA. 1' `•. , SER" 2000" FIN SHEET 1 -OF 2 I .. _ .. _ VERTICAL .MULL.I N;:SECT• DNS U I _- SEALANT BETWEEN '.. ... - ._.l SEALANT BETWEEN - ... t WINDOW FRAME - WINDOW FRAME. c.: SEE OTHER SIDE (SHEE-T 2 OF: _2) 'F R L MULLION - --- MULLION . b, .•'.~ DESIlGN PRESSURE:'CAPACITIES 8 X. 1-1/2 SELF. _.#B..X 1-1/2 SELF _ BY: TAPPING. SAS TAPPING. SMS - DRAWN BY: MSH `' APPROVED 2VMF IN SECTIONA -A (3) - SECTION A —A (4) DATE:2 6/02 SCALE: N T S DRc::. 2000 SJt JAMB (TYPJ) 20DO S.H. JAMB (TYPJ 1 X 2 7/I6 X 1/8 ' 2000 SJ{ TUBE MULLION -IAMB (TYPJ 98 X 1/2 SELF TAPPING SMS atL1J' 11 i19 1 U SEALANT BETVEEN VINDOW FLANGES L MULLIM 8 x 1-1/2 SELF TAPPING SMS SECTION A —A (1) IX4X.1/8 TUBE MULLION I X 2 7/16 X 3/8 TUBE MULLION 23 ONE BY WOOD DETAILC BUCK BY OTHERS CONCRETECONCRETE OR MASONRY' R Lv rl uro ruR 200o sJ( SECTION A 'A (5) = = EMBEDMENT JAMB (TYPJ v Q - d R TAIL C \\ PRECAST — - SICL.BY OTHER S . At IYII IARY-z PIVATF I xe X 1/2 SELF 8-X 1/2 SELF TAPPING SMS TAPPING SMS u I8 X 1-1/2 SELF R8 X 1-L2 SELF SMS CfYPJ DETAIL E MULLION TAPPING SMS TAPPING SMS ELEVATION - 1 4 SECTION A —A (3) SECTION A -A (4) wEwEo FROM ExrERIOR INTERNATIONAL, bi, FLORIDA EXTRUDERS sni ti+oxD Ftoxma-. PIS:' JFAGF JR ; SER. 2000: FLANGESHEET 1-OF. 2 <^ c.. ON S VERTICAL MULLION SECTIONS-vvl. T .# SEE. OTHER..; SIDE,SHEET., TO 320 DESIGN PRESSURE: -CAPACITIES, DRAIN BY: JB H ''s APPROVED BY .2 = n C'—:1- DATE 2/2/02,.._ scarz:-NTS nWc 2VMFL7. MIAMI-DADERN PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 MIAMI-DADS C0: METRO-DA.DE FLAGLEv, BUILDINC CODE COMPLIANCE OFF McrRO-DADS FLAGLER nulls 140 wl:s'r FLAGLCR STREET, Burn: MIAMI, FLORIDA 33130. 305) 375-2901 FAX (305) 375 UN'i'IL CCUtt LiCENSINC;11:(.'1 303) 375.2327 1'AX (303) 373. CONT1LW1101t VNVOItcl.,N11'U11'l 305)375.2966 t A%(305)]75- 1'ltoi)uCr C(NYTltot. mvj! Your application for Notice of Acceptance (NOA) of; ( 305) J73-2902 FAX(305) 372, Eutergy 6-8 S-W/E' 111siving G1a2cd Double w/sidelites Residential Steal Door under Chapter d of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -DaCountyBuildingCodeComplianceOffice (BCCO) under'the conditions specified herein. This NOA shalt not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. If product or material fails to perform in the approved manner, BCCO may revoke' modify, or suspenduseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South FlorBuildin, Code. The expense of sucli testing will be incurred by the manufacturer, ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2000 haul lcoarlgucz Chief Product Control Division THIS 1S Tl IE COVERSHEET SEE ADDITIONAL IIA -,ES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW CON-TiMITTCE This application for Product Approval has been reviewed by the BCCO and approved by the BuildiCodeandProductReviewCommitteetobeusedinMiami -Dade County, Florida under the conditionsforthabove. APPROVED: 06/05/200 i X_?C. 4-" Francisco J. Quintana, R.A. Director Millui-Dade Count), Building Code Conpliance 01'111r Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 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, 200( approves a residential insulated door, as described in Section 2 of this Notice of Accept; designed to comply- with. the South. Florida Building Code (SFBC), 1994 Edition for Miami-1 County, for.the locations where the pressure requirements, as determined by SFBC Chaptcr 2: not exceed the Design Pressurc hating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-WI'E Insiving Giazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio, documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co Product Control approval stamp with the Notice of Acceptance number and approval date b) Miami -Dade County Product Control Division. These documents shall hereinafter be referred i the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shownapproveddrawings. S --,Ic door units shall include all components described in the active Ica f o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang*such that the angle between the edge of canopy or overhang to sill is less 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 wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit _will require a hurri, p; otcction system,. S. LABELING 5.1 Each unit shall bear a peri»ancnt label with the manufacturer's name or logo, city, state andfollowingstatement: "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 oI the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the coanponcnts selected for the proposed installatio6.1.3 Any other documents required by the Building Orkeial or the South Florida Building Co. SFBC) in order to properly evaluate the instalizoon of this system. Mane l Pcrc2, P.E. Product Co ro Exan; Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been f and the original submitted documentation, including test supporting data, engineering documents are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this accepta including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: I Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. lfany portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, 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 tennination and remova Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Manu Pcrcz, P.E., Product Con tr ram Produ 'ntrol Division il p 1 f p t FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing r 1 r RUM t 2'0' TV X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3b" Not Listed Not Listed — — 2,8" + 1.0" f 2'8" + 1'2" 2'10" + 1'0" 02-0419.08 2'10" + 17" COP-WL-MA0143-02 (Application Filed) 52.0 NO TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'D" + 2'10" + 1'0" X0, OX, OXO 17 + TV + 12" I j 1'0" + 2'8" + 1'0" 1'G" - 3'0" + l'0" 02-0419.08 1 17' + 2'10" + 1'2" COP•WL-MA0144-02 (Application Filed) 52.0 NO 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" I 2' l 0" + 2' 10" + 2'10" 37 + 3'0" + 3'0" 2'8" + 2'8" t 2'8" + 2'8" 02-0419.08 2'10" + 2'10" COP-WL-MA0142-02 (Application Filed) 52.0 NO XX, OXXO 3'0" + 3'0" I I i 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0419.08 2'10" + 2'l0" + 2'10" + 2'l0" COP-WL-MA0145-02 A lication File d) ed) 52.0 NO 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 olher struchlres). National, state or local bui'ding codes specify the edition required_ Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, n9& P K Oak N pollaft EiC" 1'1'WKC•I.A.AN t. t: l'NY 110091 t.bn.i•• " 0`0•rtl,.,(nvt Donn Our m"Ift'l P11V-W of pIY.ucl I'llVO.•enitm milts spccdiglbns, dtspn and p'odoa U"'.1 ID [A)Igt without Win, t •[luurplr from Masonite International Corporation Glazed Units X X0, OX, OXO XX, OXXO a 'COP-WL-MAO)00-02 s FIBERGLASS DOORS 6'8" Height — Outswing 2'0" COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" 3'0" TV 2'8" + 'IT Not Listed I COP-WL-MA0163-02 Not Listed r.• r 02-0418.03 Application Filed) r• t 55.0 I. I NO 2'8" + V2" 2'1 X + 1'0" 2'10" + 1'2" 3,0,. 3'0" + 17' 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 4 I 1'0" + 2'10" + 1'0" 1'2" + 2'8" +'IT 1'0" + 2'8" + 1 *0" l'0" + 3'0" + l'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6` 2'6" -26 2'8" + 2'8" + 2'8" 2'1C"+2"0"+2'10' i 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MAO165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + TV 2'10" + 2'10" + 2'10" + 210" 1 TO" i 3'0" + 3'0" + 3'0" 1. Cccr a. rngernents using fewer panels than wi a! is shown ;n 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 Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic Ioc2bon is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. %lasonite International structural, cyclic, air, water, forced enlry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraft, ARTF_Y% I.,,I.IiY voo!ta N",T•.w •J G•b«... fnh O..::: pta in,. 2002 Om 5,4mw'.10 prop.am or prorM ;Mprovement makes Speci$aGpn2. aesipn and prgdutl T o.. roe•., Masonite international Corporatior. 6 MI IN ITIF I I I I FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing 2T 2'6" 02-0423.01 x 2'8" COP-WL-MA0146-02 (Application Filed) 40.0 NO 2.10'. 3'0,- 3-6- Not Listed Not Listed 2'8" + 1'0** 2'8" + 17' 2'10" + IT" 02-0423.01 2'l 0" + 17' COP-WL-MA0148-02 (Application Filed) 40.0 NO To" + 1'0' 37 + V2" I'T + 2*8' + IT X3. ox, CX0 117 + 2'8" + 1'2" 1'0" + 2'8' + IT IT + To" + 1,0" 02-0423.01 17' + 2'l 0" + IT COP-WL-MA0149-02 (App;icalion Filed) 40.0 NO 1'2" + TO" + 11T 2'6' + 2'6* + 2'6" 2'8" + 2'8** + 2'8" 2'110" + 2'10" + 2'10" 3 G + 3 0" + TO" 2'8" T 218" 2'6;' + 2'8 02-0423.01 2'10" + 2110" COP-WL-MA0147-02 (Application Filed) 40.0 NO xx, OXX0 TO" + TO" 2'6" + 2'8" + 2'6' + 2'6" TV + 2'8" + 2'8" + 2'8" 02-0423.01 2'10" + 2'l 0" + 2'l 0" + 2'10" COP-WL-MA01 50-02 (Application Filed) 40.0 NO TO" + 10" + TO" + 3T Notes: Door arrangements us;,,g fewer panels thar. what is shown in the above chart also comply under the product approvals shown. 2. Assembb7 de!ai!:; are availab e from, the Masonite In!ernational website (www.masonite.com) or from the technical center. 3. m:la.lion instructions are available from the 1U.asove Inter.-Wicnal websile (www.masonite.com) or from the technical center. AC!L2; cesicn pressure reqUi,'Ment for a specific cuild;ng design & geographic location is determined by ASCE 7 (Minimum design loads for budings 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 BGG0 prolocol PA201, PA202 & PA203. 0 akoraff MTEK" 2i. 2M-2 C;';" cl P'060(1 Irryumml lIoc I ct,v . I PREMO"11 El Masonite International Corporation Glazed Units r _ -COP-M-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing 1' X 1 1 2.0" 1 1 COP-WL-MA0166-02 rl' r 02-0423.03 Application Filed) r• I 47.0 I. NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed i Not Listed 1'uIr I I I 1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0168-02 3'0" + 1'0" 3'0" + 17 I' r 02-0423.03 Application Filed) r• 1 1. 1 47.0 NO X0, OX, OXO 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" + 1 `2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 'IT 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" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. 13 Oak raff fc .1 AR EIC'" f.<I"..rely rrom FIISFNCl.ASS FN"I'NV,000IIS Non.T- F-0•rTlau Er Door C., a L Apr" 29.2002 o,.•I.,. o••.. Oul conlmuing pmpnln of Wodud vnpr eme,l makes Spefdieahion5. design and product Masonite I n t e r n a t i o n a I C o r p o r a t i o n detail 5uoleCl to Change wnhoul nol-, Opaque Units COP-WL-MA0100-0Z'. FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 Miami -Dade OCCO 02-0109.10 Application Filed) r• , 55.0 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 'IT 1'0" + 2,8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 12" + 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-MA0102-02 02-0109.10 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-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 BCCO protocol PA201, PA202 & PA203. Oak raft AR 1 EW FI"FN01..155 FN'I 1100M5 NeTT.-F*.r E.wr D. AdrA 2% 2D02 Our conlm .n0 program of o,oducs i ord-enl TaktS SptCA.Eal,ons. of Qn and p,odutl 003.1 Su 'W 10 C"ngt nmow n011ct O.•lur Deo., Masonite International Corporation Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing 2'0" 2,6" X 2'8" 2'10" 3'0" TV COP-WL-MA0121-02 01-1031.02 76.0 NO Not Listed Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 02-0109.09 COP-WL-MA0123-02 (Application Filed) 55.0 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" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 17 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" 07 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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, . d aft AR k EK'- a.. F IH..NGr.ASS FNIRY DOORS—T..—F..,.. fi. Duo-+ aDril 29. 2002 0. conl,nuin0 pro0r of DrodV ino—ennerl Makes SDecilicalions, design and oroducl dela.l'ut,it l lU Change within notice. r/SEMDanK.I &. a N Masonite International Corporation Opaque Units COP-WL-MA0100-02. •. FIBERGLASS DOORS 8'0" Height — Inswing 1'Singles(widthy 1 I W.1•I• 1 I I 2'0" 2'6" 02-0109.08 2'8" X COP-WL-MA0106-02 Application Filed) 70.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed 2'8" + 17 2'8" + 17 2'10" + 17 02-0109.08 2'10" + 1'2" COP-WL-MA0108-02 Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 1,2" 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 17 X0, OX, OXO 17' + 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 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" 2'8" + 2'8" 2'8" + 2'8" 02-0109.08 2'10" + 2'10" COP-WL-MA0107-02 Application Filed) 55.0 NO 3'0" + 37XX, OXXO 2'6" + 2.8" + 2'6" + 2'6" 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 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. Oakcraff fM EK' I-.: C;'.IY\ 1-1'—•n OONi r.0 Em..ry"En,r, Do Y llii cord 29. 2001 m o•. Masonite International COur1r00r- 01 Wol4 l im 10—MI m2k1S 1010-1— 611,gn ]n0 ma.CI o / p o r a t o n Ovv S00jCC11. [hinge wi1h001 not". FIBERGLASS DOORS Opaque Units 8'0" Height Outswing 2'0" 2'6" 02-0109.07 X 2'8" COP-WL-MA0126-02 Application Filed) 70.0 NO 2'10" TO" Not Listed3'6" Not Listed 2'8" + 1'0" 2.8" + 12" 2'1On + IV' 02-0109.07 2'10" + 117 COP-WL-MA0128-02 Application Filed) 55.0 NO TO" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" 1'D" + 2'10" + 'IT X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 'IT 1'0" + TO" + 17 02-0109.07 1'2" + 2'10" + 1'2" COP-WL-MA0129-02 Application Filed) 55.0 NO 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" 2'8" t 2'8" 2'8" + 2'8" 02-0109.07 2'10" + 2'10" COP-WL-MA0127-02 Application Filed) 55.0 NO 3'0" + 3'0" XX, DUO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.07 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0130-02 Application Filed) 55.0 NO TO" + TO" + 3'0" + TO" Notes: t. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.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. O akcraff AR EW FIB—(:LAN-S EN'I NY `ODOH.S N T.,a...e F—t—Ee Ooon AD+A 29, 2002 OW C0n1 n-9 DIM— of Dlod,a imp —emend makes Spmifiul;ons. design and plodOtl dela"'.b"Cl to "no, wi1110u1 notice. Masonite International Corporation X Unit Ns• TYP TYP. 6'8" UNIT 8'0" UNIT 13-15/16" 17-1/8' MAXIMUM ON CENTER TYP. 1'IIIIIIIIIIIIIIr ll311914tU111 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. I I IT I t 1 Width of door unit plus 1/2" Height of door unit plus 1/4" MIDMI.-MA000102° 31 SINGLE D••- Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA All 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface 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 #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" 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. April 29. 2002 Masonite International Corporation Our con ntunq Drogram Of Dr Oduct improvement makes SDR t,cawns. oesg 3n0 D'Oduct ditau suOlKI to cnanoe without notice. XO or OX tT. Unit t SINGLE DOOR WITH 1 SIDELITE CL TYP. PYR TYP. - TYP. 1 TYP. 6'8" 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. t t I t• t 1 i Width of door unit plus 1/2" Height of door unit plus 1/4" 1 t i f f f f 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 NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29 2002 Masonite Int etnational Corporation Ow'o"',1 :1; ol mwou .,,;ra.e»can makes sueui¢auwn. oes.on arc ),xua oeta,l suocea to mange wanow nm¢e. - Ox0 Unit f SINGLE DOOR WITH 2 SI®ELITES 6* TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. r 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" I t t t t t t t i t t 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 A8 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. Apf it 29. 2002 Om CoraoWuq 9'J'L^ u p Wu^ , remini ngb:3 cuef Jgal•u,•. oce u a,e m uaon oeo i s eieci iz c^a ye wnnow nwrte. Masonite International corporation XO 1 A011 1 Unit r DOUBLE DOOR WITH 2 SIDELITES CL TYP. TYP. 0 TYP. TYP. 1 11 11 1 ll 11 1 11 ll 1 TYF I if it 1 it 11 I i1 11 i~ 6'8' 13- UNIT 8'0" UNIT 5/16• 17-1/8- MAXIMUM ON CENTER TYP. 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #1O 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. April 29.2002 Masonite International Corporation Our com--ng program of p,oduct + Dlovemem makes sveOlIcall-1. desgn ano 0,00,0 deU,l sublen 10 cnange w 1houl notice XX Glazed Inswing Unit APPROVED ARRANGEMENT: O;. Off.,.%;`, s COP-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 site = 6'0" x 61" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a 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 bee6 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: a0 00ao 00 00 D00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n E 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 W 'I'c c.l AR 4 EK' omF.<I urgeiy I- EInENOLASS EN'I M/"RUUOKS CNemT..w..d Fa.errau EmrrDwn PRLrl van!"1r/crier ® April 29,2002 Our continuing or Ogram of o,odun .mor Ovemenl Masonite International Corporation males speCiDCaigns. aesion and Droduci detail SuDleGt 10 Cnange w,lhoul nm- XX COP•WL-MA0142-02GlazedInswingUnit FIBERGLASS DOOMS 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-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR 1 EK'" i ru Mr.c,.a crri uin,K. No...L.wWf-0opau c..,., Do•., April 29. 2002 Our co l.nump oro0ram of product mprovemem makes specilicalons. design and product detail subito to Cnanpe without nol,ct 0.-1, D.— 'A Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 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: no 00 0o 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 112 GLASS: El 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyemw 5-roanet wilh scroll O ak raff AR k EW E.ciul.e y y 1'I11 L'M G L.\l.l LEA-r Ml' 0011N,5 No.T..u.•e0 fp.•E.s. E.vT Doo•a Apn129.2002 Masonite International Corporation Ovr EOnlmmN p-ow3111 of orodi Ea -o—er-1 rubes sDecn¢N qn1. oc4dn dnd drop.[. ow , luuj- ¢ e :anpe -nout route XO or OX Glazed Inswing Unit . a= C0P-WL=MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 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-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 Oa_ kcraff AR 1 EEC" i `r llL er L.U] tc.l N1 U.ti,N, W,..Te. w.W flora„Eo,., (bon April A 2002 Our com,own0 prooram or product imo—ement makes SpeCitiCalions. OeS.on and product aeta'l 5'. ' Ct to chtne."hour nol.(e Masonite International Corporation oxo Glazed Inswing Unit APPROVED ARRANGEMENT: e o xi Nf: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0" x 6T 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 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n M HH n ° a 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' Tins glass kit may also be used in the following door style: Eyebrow 5 panel with scroll. O raff AR k EK- nm I 'I c e.i E T 1 IUL Kt -.LASS LN'i'KY DOOK1 Non_T--dF-0.0 En"Deer AoN 29.2002 Ow Con-m g n,og,am 01 dloducr imnlovemenl makes TOeCltfcalmni, des,gn and Dmducl M d s O n r t e International C O r p O r d tJ O n delail SUD,,C11. Change w00u1 noK, OXO Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: a on 404 Series APPROVED SIDELITE STYLES: 0 0 129 Series 200 Series 12R, 12L, 23R. 23L. 24R, 24L Series FIBERGLASS DOORS FULL GLASS: ao 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series Nr 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 E 113 0akc-raff ARC" om I IrfLN(. L.\11 Liu RY 000H1 1-J.- F-1- E- D., e April 29, 2002 Om coromump WOO —or VOW inprovemenr makes specd;ariuns, destpn and product o—r,,, D-11 M a s o n i t e international Corporation dead subject ro crunpe wirnoul nmrce. OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS 77, y. a h=.. 4 t ti Note: Units of other sizes are covered by this report as long as the panels used do not . exceed 3'0" x WK. Double Door with 2 Sidelites Maximum unit size = 12'0' x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 o0 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 112 GLASS: 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- o, IIltl He:L.AS.% LN'INl',U<M..' Now-ie.vna re«N+., E-1 000.. a - April 29. 2002 Ow com,w.ng o.ognn+ or p+ooun mD.ovem 1 makes speolam,ons. dez,gn ano V,00ucn M a s o n l t e International C o r p o r a t i o n Oela l }A10 10 Cnange .I., l n01 e< y COP-WL-MA0145.02 Glazed Inswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-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). 1 / &—X 5 f State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARk EK'• m I IIII H:L \.LIM1I Hl 1)I IK Mv.+ E.."DD. C,' C,/i/VV April 29. 2002 M a s o n i t e International Corporation Oor cont.no g p aglam of proam -0w mem mares soecif-t oS. design aoa p104ucE aaa.l SO'ea 10 change wfto.j nol.[e. r 1 XX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 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: as oa 822 Series 1/2 GLASS: 0 oa 404 Series 108 Series O akcraff Aid EK' t., 1'I1iGRGLA>1 LN'1'- UUURI No..7..d..ar-0..0••.cM D— a April 29. 2002 M a s on i t e I n t e r n a t i o n a l Corp o r a t i o n 0m coftn J,Dg,am of fnodua myo+emmt mazes soedtloYrons, deSipn and product oeta't ,^ec, ro change ..dhoui notae. I T X Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: r 8'0" FIBERGLASS DOORS 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). 1 f / &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" r Iu-t1.11S L—I rir- —I r+o..T.—.aE—o—E—, Doo April 29. 2001 Our conou,np program of product -o—emenl makes Spe6tkat ons. design and product deta,l Suottt 10 Change .,I rout nml CC..,, .. E.<Iu.irelT Iron UYI Vl n r ii.r e Masonite International Corporation v XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: A _CGP-WL-MA0148.02 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite 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-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: 822 Series 1/2 GLASS: a ao 404 Series - 108 Series r. Oak raft AR k EK'- L.•i IIIII:H(:I. "I I: .I,....... 1—r—E- D— Ai 1 29.2002 Ow Com,nm p oroplam 01 p100t,tl ,fl.Uvement makes SOtULcalgM. deLpn and p )d C 00,1 S.UICLI IU 03ge "In0U1 dCKI f.< I lirely IroT Masonite International Corporation a 1 ak XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series COP-WL-MA0148.02 8'0" FIBERGLASS DOORS 0 - 300 Series APPROVED SIDELITE STYLES: r a 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" a 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 0akcraff AR 0 EKr' I IU'L Nf:I/f C.\ LN'I'Nl"•IJl)tJ N.1 Nw-T••o+•<rb•[f•v E•vr Dow• April 29. 2002 Our continuing Drooram of ofoa,,n improvement makti sDe<r calans. dcsion and prooucl oelad 101W la cnanoe w"'W nonce. f•<luf r•ly Iron // L% m Uu•111Y U Masonite International Corporation t\ r 1 OXO Glazed Inswing Unit 8'0" 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". Single Door with 2 Sidelites Maximum unit size = 9'0' x 8.0^ Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: Dm 0o 00 822 Series 112 GLASS: OD 404 Series Oakcraff AR EK" I III I:NI:LA . ILv I'N 1',1)r II1N Non.T..wr.l Envy Door. April 29. 2002 pm cunnmmng Dloglann of Dloouct males SOeW,c,wns. deS gn 00 D100-0 delail subject t0 change -houl nonce. El 108 Series O..• r Ooe•. Masonite International Corporation Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Y M1r 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). 1 ff a— l & EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak f.clu.ively lrom r.lK.ain Ic <.I ROOOHS M s i e r o r a i o naonInternationalCottp AR EKr` VIBL: GLASS LN"r NY ebn-Tc.e.nU FL•.y1a.r E.." 10— April 29. 2002 Om mcontinuingprogramorProductimdroveenl makes SWitrcatguans, designandDroddetail Suoietl 10 Change without notice. OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT: COP•WL-MA0150 02 ., 4 8'0" FIBERGLASS DOORS O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door with 2 Sidelites Maximum unit size = 12'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 11111 an oa 822 Series 1/2 GLASS: Oak raff AR EK- I'111LNC:L\1\-1 Ml'ulll).s —T.—I-,t..Env)D— April 29. 2002 Ou, conunwng program of product —wovement makes sptC"iabpns. design and product dell" Sub12Cl to change wndoul nol,Ce. 0 108 Series Er<bfirely Irom M asonite International Corporation A 01. 1 I I 1 ,% Glazed Inswing Unit , 8' 0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Y ) k Y- 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 Kurt Balthazor, PE. — License Number 56533 Oak$-_ raft AR k EW I IIILN(:L•\\\LN'1 Nl'`Drl(>Nti bmi..wreO iA..rl.0 f••v, Dmn Ap, d 29. 2002 Ow cominN,op prNo o1 produa ID-1 rM1 makes Spt ifio,q S. desiorl and produpl dell" sNolecl W copnpe wdbpvl nonce LJ.', Vkn a//..:. E.< luure r .u...VV 6 Masonite International Corporation 14 XX Glazed Outswing Unit APPROVED ARRANGEMENT: p aq.,ut 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 00 00 00 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. O akccraft I ` AR EK' E.clufirely I om I I II I.,N 1; L.\\\ L.I I'H \'`Dl10-I Iaorvr--dF-0—E,-y D.,, PRfit4 /R v'2i..ii.%i. April 29.2002 Masonite International Corporation Ou. com n'^g D,gP o1 gloduct m 01—nl mates SoeUbpl ons. design and o,dducl oeta l suolecl 10 mange wilhoul notte r. r XX iv, COPOWL-MA9.162-02, Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 110 1111' _ a 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 r Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O 4raff AR 4 EK'" 1`II LI ;L.\.1l LN'I HI VOORS En Dw April 29. 2002 0.1 conlinuin0 D,opram or Droducl nnprovemrnl makes spefir2alions, oeLpn and product d"",'0",, 10 cNnpe wit W Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: s „ COP-WL-MA0167-02 8'0" FIBERGLASS DOORS w 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 )-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: y 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 O ak raft AFC k EW I IbL N(:LASC LN'1 Hl' UoO., Mq—En D., Apn129.2002 Out Eon,-nvmg oioo.. makes SP,0 ( 1—,. o-u aid "oft" d63, 501M to Ua,,gc without notice El 108 Series r,' El0 Masonite International Corporation 3/4" X 1-1/2" X 13GAGE MIN. 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT / OF THE DOOR. — 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2-LAG SCREWS. — OPENING HEIGHT NOT OVER DOOR HEIGHT) 1/4" X 1/2" LONG 16GA. GALV. STEEL FOR 16' X 7' USE CARRIAGE BOLT do NUT TOP BRACKET WITH OPTIONAL SSB GLASS LIGHTS CENTER STILES 1/4' X 3/4" 74GA ROLLER (5 COLUMNS) ALTERNATE CONSTRUCTION HEX HEAD SELF 6 aDRILLINGSCREW HOLDER WITH CENTER HINGES USING (2) STRUTS 2 FASTENERS. 5 STRUTS 3" 18GA WIDE 1/4"X 3/4" LONG HEX HEAD SELF (SEE DETAIL A)F-7-7171 DRILLING SCREWS. DETAIL D (2 PER VERTICAL STILE) 16' X 7' DOOR 2" 16 GAGE GALV. STEEL 2" ROLLER WITH 7/16" DIA. LONG STEM. B B VERTICAL TRACK BOLTED TIRE STEEL 10 BALL TO TRACK BRACKETS WITH 8' AND 9' WIDE DOORS BOLTS. OLTS. 0 X 5/8" TRACK 2" ROLLER WITH 7/16" DIA. SHORT STEM. BTIRE: STEEL 7 BALL. a0 SEE DETAIL CJ A 4" X 16" AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 63" 16' X T 14 GAGE GALV. STEEL END (4) REQ'D. USING (2) STRUTS. HINGE ATTACHED WITH (4) OR (120 SQ. IN. MIN. OPTIONAL SSB GLASS LIGHTS 5) SCREWS. SEE DETAIL C. TOTAL OPEN AREA) ST A OPTIONAL, 4 STRUTS I - 1H r— 42"( 16' X 7') 54"( 9- X 7') 3/ 4" POLYSTYRENE INSULATION STANDARD T FOR MODEL 735-. 21( 16' X 7') 33"( 9' X 7') 19- t/2", 21"OR 16' X7' (4 BRACKETS) 24" HIGH PANEL GALV. AND 9' X7' (3 BRACKETS) 5" PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 20 GAGE END STILES - FASTENED 24 GAGE MODEL WITH TOG-L-LOCS TO PANEL. 750 USE END CAP OVER END STILES. SEE DETAIL C) 2" 18 GAGE GALV. STEEL CENTER HINGE 20 GAGE GALV. STEELL 7CENTER 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. SEC SECTION B—B SECT P. S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSffNE NEGATNE POSffNE NEGATNE 8'- 0" 7'-0" 32.8 37.4 49.2 56.1 9'- 0" 7'-0" 29.1 33.3 t43.7 49.9 16'- 0" 7'-0" 23.6 26.3 35.4 39.5 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. GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 4" X 16" AIR VENTS 2) REQ'D. 60 SQ. IN. MIN. B TOTAL OPEN AREA) OPTIONAL— 20 GAGE END CAP 20 GAGE END STILES 2' 1- 3/8" POLYSTYRENE INSULATION G O o E OPTIONAL FOR MOD. 724 AND 7300 O 0L a 13 GAGE GALV. STEEL BOTTOM BRACKET O ATTACHED WITH 2 FASTENERS t O BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. LH. 6 DETAIL C FORA16' X 7' DOOR USE ONE LOCK B SINGLE CAR) CENTER STILES do CENTER HINGES ( 1 COLUMN) 1. 25" 3" 2. 75" --I DETAIL A 3" 20GA WIDE STRUT 3" 18GA WIDE STRUT P. O. BOX 13858 T v 7 MAUMELLE, AR. VV 1L1 Y SOR H=R 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 TOLERANCE PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FB 115 DEC.FRAC . 015 / 64NEXTLEVEL DEC. tANG. t 1' NONE PLO' SCALE DATE: DWG. NO. 9/14/ 94 99_B- 033 DR GDR SHEET 1 OF 3 R 13 GAGE MIN. GALV. STEEL 1/4" X 1/2" LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT FOR 16'XB' FASTENERS FASTEN TO WOOD JAMB WITH NUT GALV. STEEL ON 9'XB'.- 5/16" X 1-1/2" LAG SCREWS. 6 TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' HOLDER WITH r2" STEEL & 18' X 8' USE 2 FASTENERS. L TRACK 1/4' X 3/4 FOR 18'XT & 18'XB' 16'X8') HEX HEAD SELF SEE TOP BRACKET 18'X7'. DRIWNG SCREW DETAIL D ON PAGE 3USE TWO EXTRA 18X8) r16' X 8' & 10' X 8' DOOR SELF DRILLING OPENING HEIGHT NOT OVER DOOR HEIGHT) 63" (18' X 7') 72:(18'X8' 72" (10' X 8') 72" (10' X 8') 54" 18' X 7' 63"f18'XS'3 63" (9, X 8') 42" (18' X 748' ( 18, X 48' (16' X 48' (10' X 33" (18' X 7) 39" (18' X 8') 39" (9' X W) 21" 18' X 7' 24" 18' X 8' 24" (16' X 8') 24" (10' X 8') 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 735 15 (18 X 7) 15" (18' X 8') OR 24" HIGH PANEL GALV. ND OPTIONAL SSB GLASS RAILS 8 STRUTS 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL _ 2" ROLLER WITH 7/16" DIA. LONG STEM. SCREWS THROUGH OPLEAAN BOTTOMHINGE SEE DETAIL C TIRE: STEEL 10 BALL 18' X 7' & 18' X 8' DOOR AND END STILE, USE ONE EXTRA SELF DRILLING 2" HURRICANE ROLLER ON 16'X8, 18'X7' LH. SCREW THROUGH TOP LEAF OF WITH DIA 18'XS' HINGE ON 10'X8'. STEM LONGSTEM. TIRE: STEEL 10 BALL 9' X 8': 1O'X 8' 20GA. END CAP, NO RIVETS. 9' X8' 2" ROLLER WITH 7 SHORT STEM. 16' X 8': 16GA END CAP &RIVETS. 18' X 7' & 18' X 8': 13GA. END CAP & RIVETS. 4 GE 14GAGEGALV. STEEL END HINGE ATTACHED L WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. E / 20 GAGE END STILES 8 6' X8• & ,e•xa DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE A PRE- :jGALVANIZED STEEL STRUT. OPTIONAL SSB GLASS 5-19' X 8' 3 BRACKETS 16 X 8' ((4 BRACKETS)) PAINTED STEEL ATTACHED WITH 1/4' X 3/4 10' X 8' R BRACKETS 3 18' X 7' (7 BRACKETS3 26 GA. ALL LONG HEX HEAD SELF 8' X 8' 7 BRACKETS MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES FASTENED 24 GA MODEL (2 PER VERTICAL STILE) WITH TOG-L-LOCS TO PANEL 750 4 STRUTS USE END CAP OVER END STILES. 1-3/8" POLYSTYRENE 3" 20GA WIDE SEE DETAIL C) INSULATION OPTIONAL (SEE DETAIL A) FOR MOD. 724 & 730. 4" X 16" AIR VENTS 1 13GA. GALV. STEEL r2 REQ'D. BOTTOMBRACKET ) ) B ATTACHED WITH 3 60 SQ. IN. MIN. TOTAL OPEN AREA 2• FASTENERS (16'XB'). ) 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 20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS - ( 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' DOOR SIZE DESIGN PRESSURE TEST PRESSURE P. S.F. TABLE WIDTH HEIGHT I POSITIVE I NEGATIVE POSITIVE NEGATIVE 9'- 0" W-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" 8'-0' 27.3 30.7 41.0 46.0 18'- 0" 7'-0" 27.3 30.7 41.0 46.0 CENTER STILES & HINGES ( 1 COLUM 6 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL - SEE DETAIL C- 4X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNATE CONSTRUCTION USING ( 2) STRUTS./, 18' ( DOUBLE CAR) 4" X 16" AIR VENTS 4) REQ'D. OPTIONAL 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS LIGHTS 16' ( DOUBLE CAR) OPTIONAL SSB GLASS 3" 18GA WIDEN 1 ( SEE DETAIL A) t 4 X 16" AIR VENTS 1 B 81 (2) REQ'D. B 60 SO. IN. MIN. ITOTALOPENAREA) SINGLE CAR) , CENTER STILES & OPTIONAL LOCK HINGES (1 COLLIN B N- CENTER STILE (7) COLUMNS CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTS " 8' B HINGES COLUMNS S (( 3) COLUN NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE P.O. BOX 13858 1/ 4'-20 X 5/B' HEX BOLTS & NUTS OR MAUMELLE, AR. 1/ 4" X 1/2', LONG HEX HEAD SHEET METAL SCREWS. RI1T1r1 71r1 ROR TFM'Tr V 72113 1 % 1YV 1L1 1L1 1J J10. JLJi1ll'1.lUl E-- DETAIL A /IA 3 /p/ v Z- G 2422 3/5/02 KDD DETAIL A ! F 2413 1 /25/02 3" 18GA WIDE STRUT WILUAM T. LINDEMANN . P T 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 Eng rreer 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 9-8-95) NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC 1366 11-01-94 REV. E.C.N. DATE 501) 562-1872 1. MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS I PART NAME: 101993- B, 91 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150%._ MPH, FBC INLAI LLVLL DATE: DWG. NO. 9/ 14/94 99- B-033 SCALE PLOT SCALE DRN. BY NONE 1=1 GDR SHEET 2 OF 3 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. o FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2' LAG SCREWS. J 2" GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE16GA (16'X8') 1/4" X 3/4" T13GA. ui 18'X8' HEX HEAD SELF DRILLING SCREW DETAIL D OPENING HEIGHT NOT OVER DOOR 72" (18' X 8') 72" (16' X 8') 72" (10' X 8') 63 18' X 8') 63" 9' X 8') 48" (18' X 8') 48" (16' X 8') 48' (10' X 8') 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. NOTE: J 16' X 8' USES TOP BRACKET ON SHEET 2. 16'X8'&10'X8'DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL 18' X 8' DOOR 2" HURRICANE ROLLER WITH 7/16' D(A. LONG STEM. TIRE: STEEL 10 BALL 9'X8' 2' ROLLER WITH I7/16" DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 39" (18' X 8') 3/4" POLYSTYRENE 39" (9' X 8') INSULATION STANDARD FOR 24' (18' X 8') MODEL 735 24"(16'X8') G 24" (10' X 8') O 16'X8' & 18'X8' 15' - POP RIVET TOP AND 18' X 8') BOTTOM OF ENDCAP 19-1/2' 21" TO END STILE OR 24' HIGH PANEL GALV. AND PRE- 2" GALVANIZED STEEL STRUT. 5" 10' X 8' 4 BRACKETS; 18' X 8' 7 BRACKETS; 26 G4 ALL ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES - FASTENED 24 GA. MODEL WITH TOG-L-LOCS TO PANEL 750 © ( 2 PER VERTICAL STILE) USE END CAP OVER END STILES. 1-3/8 POLYSTYRENESEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2" FASTENERS (16'X8'). 4 FASTENERS 18 XS'). 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B—B AND (1o'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS -I f-- 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 DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0" 8'-0" 25.5 29.1 38.2 43.7 10'-O" 8'-0" 33.0 36.9 49.6 1 -55.3 16'-O" 8'-0" 24.3 27.3 36.6 41.1 18'-0" B'-0" 1 +27.3 30.7 41.0 1 -46.0 USE FOUR FASTENERS r RAILS9'X8'.- 0 10 STRUTS - 3" 18GA WIDE SEE .DETAIL A) USE TWO EXTRA SELF DRILLING LOCK OPTIONAL SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA SEE DETAIL CLEAFHINGE AND ENDD STILE, SELF DRILLING ON AND L.H. SCREW THROUGH 18 XB. TOP LEAF OF HINGE ON 1 O'X8'. 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 16 X 8': 16GA. END CAP & RIVETS. 18' X 8'. 13GA. END CAP & RIVETS. i - RAIL 20 GAGE END STILES liol B DETAIL C OPTIONAL SSB GLASS UGKrs-\ Ni,11(k2l 16" AIR VENTS REQ'D. SQ. IN. MIN. L OPEN AREA) CENTERHINGES SINGLE ( 3" iBGA WIDE SEE DETAIL A) LOCK OPnONAL—,. SEE DETAIL C- 4'X 16' AIR VENTS 4) REQ'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL T10N 9 B' 4) REQD. - 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL OPTIONAL SSB GLASS CENTER STILE COLUMNS CENTER HINGES (5) COLUMNS 16' (DOUBLE CAR) ALTERNATE USING (2) B m((COLMHN )UNS OPTIONAL SSB GLASS UGHIS-\trllN(A2j SEE DETAIL A) B 4'X 16' AIR VENTS 2) REQ'D. 60 SO. IN. MIN. TOTAL OPEN AREA) CENTER STILES & CENTERl' HINGES (COLUMN)-- ( SINGLE CAR) OPTIONAL NOTE: ALL NON-DESCRIPTTVE FASTENERS SHOWN TO BE P.O. BOX 13858 1/4'-20 X 5/8" HEX BOLTS & NUTS OR MAUMELLE, AR. 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. urrwT111 (pnim r-%nff,%1m 72113 1 q/ W 1LL 1L1hJT Il 1ll/l 1L ( 501) 562-187 f— 2,75'--I 0 G 2422 3/5/02 KDD DETAIL A IF2413 ' '^`'^^ MODELS: 3" 18GA WIDE STRUT WILLI:AM T. LIi a=f'9 I 1.: 3 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Striciural Erer LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 ArIderson Street' PITCH > 10% DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B% © ClermG;,.t, FL 34711 ': 30' ' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. (3512) 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, NOTE: GLAZING DOES NOT'SATISFY IMPACT GIVENTHESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE © DEBRIS REQUIREMENTS IN FBC INCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. E 2137 Z/ a/ w D 1724 6/24/97 C 1549A B 1549 A 1449 9-8-95) 1366 11-01-94 REV. E.C.N. I DATE 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993- 8. 9 WINDLOAD RESIDENTIAL STEEL DQOR FOR SBC 100 ®150%__ MPH, FBC 6.+ b...) NEXT LEVEL DATE: DWG. NO. 9 14 94 _ _ PROV. NONE PL01 KALE DR GDR HDEETB3 OF 3