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Home My WebLink About331 Appaloosa Ct - BR04-001539 - SFR3,31 APPa/ossA C;,L PERMIT ADDRESS CONTRACTOR ADDRESS D R Horton PHONE NUMBER 6250 Hazeltine Nat'l Dr #102 Orlando, Fl, 32822 PROPERTY OWNER (407)857-9101 CBC 055300 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE RSCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION )84w44,S _Cr CPERMIT # 0' V — /—S DATE PERMIT DESCRIPTION PERMIT VALUATION 0 r SQUARE FOOTAGE 4 -7T- City of Sanford Certificate of Occupancy This is to certify that the building located at 331 Appaloosa Ct for which permit number 04-1539 was issued has been completed according to the plans and specifications filed in the permit, to wit as a 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 Avyroval Date Conditions (if blank, no conditions apply) Building: R. Barber 07/29/04 Engineering: D. Richards 07/29/04 Public Works: G. Clanton 07/28/04 Utilities: R. Blake 07/27/04 Fire Department: Zoning: D R Horton,-.. 07/30/04 Property Owner Building Official Date 0. CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** A S DATE: 07/23/04 P PERMIT #: ADDRESS: CONTRACTOR: 04-1539 331 Appaloosa Ct D R Horton PHONE #: Mark 407-466-4366 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 o r Public Works Utilities Fire _ Zoning _ Licensing N/A_ N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY '1 7 REQUEST FOR FINAL INSPECTIO D. SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 07/23/04 04-1539 331 Appaloosa Ct D R Horton PHONE #: Mark 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ublic Works 4eD1' 4-H Utilities Fire Zoning Licensing N/A_ N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY I I I I I I I REQUEST FOR FINAL INSPECTIO SINGLE FAMILY RESIDENCE"" 1 C c DATE: 07/23/04 A1 N CU 4l G I 3 o PERMIT #: 04-1539 V a. aADDRESS: 331 Appaloosa Ct o s ce u-V O CONTRACTOR: D R Horton PHONE #: Mark 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A_ Public Works Zoning N/A Utilit' s Licensing N/A 7/7 /?/.a /y CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD 1. Address Misc. Information Inquiry t Locati,on ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 251095 18.20.31.-0000-1100 331 APPALOOSA CT 7/27/04 08:40:02 Free -form information LOT 110 ************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1539 PD 4-8-04 SEE REC#602 3/4"WA METER SET FEE $190.00 PD 4-8-04 REC$6602 7/19/04-PER FC #229 THIS METER IS LOCATE IN THE YARD AT 333 APPALOOSA CT. THIS IS METER WAS PLACED PER BUILDER REQUEST..SB F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 331 APPALOOSA COURT CITY STATE SANFORD FL LOT 110, BAKERS CROSSING, PHASE 2 O.M.B. No. 3067-0077 Expires December 31, 200: ForInsurance Company use: Policy Number Company NAIC Number ZIP CODE 32773 RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): or NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION i. ivr ,r .vwnvn wi i i ivruv CITY OF SANFORD 120294 Parcel Number, Legal Description, etc.) etc. Use a Comments area, if necessary.) SEMINOLE FLORIDA B4, MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of iboding) 12117CO045 E 4/17/95 4/171% A 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data orbase food depth entered in B9. El FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used forthe BFE in 139: Z NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPAP Yes M No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Constriction" ® Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1(Selpctthe building diagram most similarto the building forwhich this certificate is being completed - seepages6 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, V1-V30, V (with BFE), AR, ARIA, ARIAS, AR/Al -A , AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used, Ifthe datum is different from the datum used for the BFE in Section B, convert thedatum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section Dor Section G, as appropriate, to document the datum conversion. Datum NGVU29 Conversimr mments 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) 28. 2 ft.(m) o b) Top of next, higher floor Bottom lowest horizontal 36.0114m) u c) of structural member (V zones only) N/A. ft.(m) o o d) Attached garage (top of slab) 27. 6 ft.(m) e) Lowest elevation of machinery andlor equipment servicing the building (Describe in a Comments area) 27.6 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 26.it(m) u g) Highest adjacent (finished) grade (HAG) 27. 0 ft.(m) Nh) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. cT I understand that any false statement may be punishable by rine or imprisonment under 18 U.S. Code Section 1001. CERTIFIER'S NAME: GALEN K. BELL LICENSE NUMBER: 4224 t\ TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLA UE, S WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 728iO4 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the correspondina information from Section A. I Forinsur&a Corrwnv use: 331 APPALOOSA COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, 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 if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE1 and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similarto the building forwhich this certificate is being completed — see pages 6 and7. Ifnodiagram 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 ac)aoent grade, (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top ofthe platform ofmachinery and/or equipment servicing the building is _ ft.(m) _in.(crm) above or below (checkone) the highest a4acent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number isavailable, is the top ofthe bottom floor elevated in accordance with the community's floodplain management otcdinarnoe? Yes El No Unknown. The local official must certfy this information in Section G, SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner'sauthorized representative whocompletes Sections A, B. C (items C3.h and C31 only), and E forZoneA (WOW a FEMA4ssued orcommunity - issued BFE) or ZoneAO mustsign here. The statements in Sections A, B, C, andE areconedtoft best ofmy 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 k txuts authorized by law orordinanceto administer the community's floodplain management ordinance can complete Sections A. B, C (or E), and G of this Elevation Certificate. Complete the apblicable itern(s) and sign below. G1. The inforamtion in Section C wastaken from ntt* documentation that has been signed and embossedby alicensed surveyor, engineer, or architect who isauthorized by state or local law tocertify elevation inforrriatlkxr,, (ii'*ate the source and date of the elevation data in the Comments area below.) G2. A commuri y official completedSection E kr building located in ZoneA (without aFEMAAssued or communitywissued BFE) or ZoneAO. G3. The following information (items G4-0) i. provided for community floodplain management purposes. L. Pt:KMII NUM ER I G5. DATE PERMIT ISSUEDI G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED GT This permit has been issued for New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ft.( m) Datum: i ft.( m) Datum: El Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 110, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS /// STRUCTURE MEETS OR EXCEEDS THE PT THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). APPALOOSA COURT y TRACT A" lQd y°°) ,o,°- tiej 1 50' RIGHT OF WAY ern .10 s 1•'•1 0 ba d 'l pa. 76.1p. PC1.25 r ti rss9?-,Pqo, < 2g •, F A N 90'00 00" W 378.52' PT ._ t',_._—_---- CENTERLINE OF_/ RIGHT-OF-WAY LOT 111 1O R = 50.00' A= 44*09' 13" CB=N84'08'36"E C=37.58' L=38.53' 5 10' UTILITY EASEMENT-_ LIJ 1, I Q 1 (f a Q O W Q 20.0' I z Q Z i D I f1N I Dv A N N I E3 ATpplmI 1 mDo 1 QD ay 1 0) 20.0' 111 i 1 e I 1 ry 1I1 CERTIFIED TO AND FOR THE ---------- EXCLUSIVE USE OF: D.H.I. TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIA CRAIG M. ROSENBAUM DHI MORTGAGE COMPANY, LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 071-26-04 UNLESS OTHERWISESHOWN. 3. 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, 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. 1 HAVE EXAMINED THE FlR,M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17195 AND FOUND TIE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F. E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY FIELD DATE:) 04-23-04REVISED: FOUNDATION do SCALE: 1" = 30 FEET FINAL 07-26-04 VH BY; SJ RENSE PATIO 3-24-04 JALAPPROVED REMOVEPOOL2/10/04 KLE ASM43369 JOBNO. ADDED POOL AREA 1-14-04 JUL LOT PLAN 1/2/04 SOO DRAWN BY: OT FIT 12/31/03 KLE y 1' 1" = 30' GRAPHIC SCAL F 0 15 30 O). 7 U 13.0' COVERED ENTRY w O OQ TWOSTORYCONCRETE BLOCK A O hWOODFRAMENRESIDENCE b FINISHFLOORO0ELEVATION"28.21' N90' 00'00"W LOT 109 25. 7' n;^ O 0 LOT 110 85. 67' TRACT " G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 67. O EXISTING ELEVATION I .' I CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/ W CONCRETE WALK S/ W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE WINTER PARK , FLORIDA 32789 ( 407) 426-7979 QFND NAIL AIJO 015C LB #4671 (07/26/04) FND 1/2"IRON ROD AND CAP LB p6393 (07-26-04) CNA CORNER NOT ACCESSIBLE A 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 RAOIUS POINT CHU OVERHEAD UTILITY LINE ID 10EN141CAPCN POL POINT TON LRic PCC POINT CIF COMPOIR+G CURVE SURVEY, SUBJECT' TO TH4, SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APF'LICABLE MINJMUM TEVHTd1CAL STANDARDS" SZIT FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPT R GIG17- 6,' FLORIDA ADMINISTRATIVE_ -,ODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES.' FOR THE FIRM DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 110, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE /,APT THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC, 6-7(A). , APPALOOSA COURT oa .oy TRACT "A" 50' RIGHT OF WAY 9 tf r1 0!`p">' GO %Q, g° V G4 ®oGG' 4 26 TO N 90'00'00" W 378.52' 5 PT PC to %Alvlb C8 2819 7J CENTERLINE OF 029 20 rjQ RIGHT-OF-WAY •s ;S _ LOT 111 DR=50.00' A= 44'09' 13" CB=N84'08'36"E C=37,58' L= 38. 53' O 10' UTILITY W EASEMENT IO iA 4 O I1 go O 20.0' z O i a Z n% I vU I o 1 IDUI s T. R Z m I a I A, Y 1 rn I 2D.011I I y 1 riIN 11 CERTIFIED TO AND FOR THE ---------- EXCLUSIVE USE OF: D.H.I. TITLE OF FLORIDA, INC, FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIA CRAIG M. ROSENBAUM DHI MORTGAGE COMPANY, LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 071-26-04 UNLESS OTHERWISESHOWN. 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. 1 HAVE EXAMINED DIE PAR.M. COMMUNITY PANEL NO 120294 0043 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON :ARE BASED ON SEMINOLE COUNTY FIELD DATE:) 04-23-04 EVISED: FOUNDATION dt SCALE: I" = 30 FEET FINAL 07-26-04 VH APPROVED BY: SJ REVISE PATIO 3-24-04 JUL REMOVE POOL 2/10/04 KLE ASM43369JOBNO. ADDEO POOL AREA 1-14-04 JMl PLOT PLAN 1/2/04 SDO DRAWN BY: qT FIT 12/31/03 KLE N9 1"=30' GRAPHIC SCALE 0 15 30 i SS9. F e W :T 2O'x2.VTYP. 25COVERED17.T °' 13.0' 1C) ENTRY Ld OOTWOSTORY CONCRETE BLOCK WESIENCEE LOT 109QFINISHFLOOROELEVATION-28.21' In 25.7' 7n O LAri 1 LOT 110 85.6 7' TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60. PACES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE O EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRIM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AERICAN SURVEYING & MAP 2TIFICATION OF AUTHORIZATION NUMBER 1030 NORTH ORLANDO AVENUE, SUITE WINTER PARK , FLORIDA 32789 (407) 426-7979 QFND NAIL AND DISCLB14671 (07/26/04) FND 1/2" IRON ROD AND CAP LB #6393 (07-26-04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENI:7TH C.8. DENOTES CHORD DEARING 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 COW CONCRETE BLOCK WALL RP RADIUS POINT OHO OVEMiEAO UTILITY. I-INEIDIDETIF'Ic,%TIOA Put ' YTOINNT ON LINE PCC POINT OF COM!'OVND CURVE POB POINT CIN :nOUNUARY 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 PROFESSONAL SURVEYORS AND MAPPERS IN CHAP'rR 611517--,, FLORIDA ADMINISTRAfiVE-->;ODE PURSUANT TO CHAPTER472,U27, FLORIDA STAB TUTES, FOR THE FIRM DATE L) 7a, .,wdress, x)eij Dsscr,;PIW 01 VV&rp" v f,- VX12of, n1werx- t, Permit TyFw., Building Electrical Mtshmical Fl%wv*irrg_ Fire .SVrinkIer/.Ahwm_ I>oQf.. Vedrkrl: New I Service — N of Aws; — Addition/Ahem-lion Change of Service _ Terapori'ry Pole Alan -Residential Ner, (Dmt Layout a Fav Q Required) Piumblog' Now Caravarclal: # of Fixtures of Water A Sewer Lines N of Gs Lines PlumblOWNew Rosidentigl: # of Wow"Clouts Plambiag RepAir — Residential or Commycisj Occupancy Type; Resideritial Commercial Industrial Total Square Footage: Construction Typr*: # of Stories: #ofDwelling Units: Flood YACC: FFMA form roaxlrod for (.ttit trio© x) parcel X: -- (Attach Proof of Ownership A Legal Description) Owners Maim & Address: Contractor Name & Address, 1 rMOM STREM. 14 = I ILicenselumber. RUM H=G.DXW Pliant & Fax: r 1AIKE BondingCompany-. AddreW Mortgage Lender: Address, Arthjtect/ EnginetrPhone:___ Address: Fax: Application is hereby 11144C 10 Obtain a parrot to do the work and installations as indicated. I certify that no work or installationI has con-m-4n(;cd prioi i(, the issuance Of & permitandthatallworkwillbeperformedtomeetstandardsofall18-s regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, AMNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWIJER'SAEEIPAY A certify that all of the foregoing information is accurate and that all work i A)i ticdone in conviiance with sit applicable Vc P J;,ring construction and zoning. WARNING To OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY PMUI:l Cr! yol P, jv,`'"NI( TWICE FOR EMPROVEMEN'M TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, COT,4SULT WITH YOURLENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this pen -nit, there may be additional restrictions applicable to, that may be found in the public records of this county, andthemmaybeadditionalpermitsrequiredfromothergovernment&) entities such as Water t districts late agent) I ni fi. dei-, sl agencies. Acceptance of permit is verification that I -will notify the owner of the property of the requiwfie"is o and iennFS 7 Signature of Owner/ Agent Date Print Owner/Agent' s Name I Signature of Notary - State of Flonda Date Owner/Agent is Personall,, Known 10 Me or Produced APPLI(ATION APPROVED BY: Bldg: Inma) & Date) N-, x,c 1i ! Cond i i ions Zoning0J' J Itur? nL-actor/ Ag4_1 U 0 2004 It WERT G. DELLO RUS" Contractor A9e nt: s N= 4 "M 1V 1 0 2004 Signature of oFlorida, Daie ontractor/Aee-::,rilersonal.\ Known to Me or Produccc ..) 10-03-203 9:52AM FROM r.i CITY OF SANFORD PERMIT APPLICATION Permit # Job Addr Description of Work: [; r r, sr {27 r Historic District: Toning: Value of Work: S _ (,%r Old — — L.eu+ vortcqq Permit Type: Building Electrical _ Meoluktical Plumbing Fire Sprinkler/Aiann Pool Electrical; New Servicc —# of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & .l~rtcW Cale. Required) Plumbing/ New Commercial: # ofFixtures # of Water & Sewer Lines # of Gras Lines PlumbinW'New Residential: # of Water Closets Plumbing Repair — Residential or Coaun moial —_ Occupancy Type: Residential Commercial Industrial Total Square Footage-. Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requlretl for otUcr than x) Parcel #; .. Owneri Namc & Address: Attach Proof of Ownership & Legal Phone: Vim% E-i-Z - Contractor Namc & Address; /// ?D ,' / %Y r /i ti +Ji `%aZCZi %/.ct ' . 9 StatcLicense Number: - r-'r?r c>-f5_--- Phone & Far: ? yp%f',-O uftfact Person: it ?C Y v _Phone: ,,,5,, Bonding Company: Address: Mortgage Lcndcr: Address: ArchittcVEngincer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated I certify [ r 99lllati n has commenced prior W the issuanceofaPcrmitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstrourlddSbiibh• l understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDITIONr%RS, etc. OWN f a'S AFFIDAVIT: I certity thar all ol'thc foregoing information is accurate and that all work will be dune in compliance with all applicAhlc laws rcru!aang constructionandtoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE Or COMMENCEMENT MAY RESULTIN YOUR PAY.NC. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.K OK AN ATTORNEY BEFORE RECORDING YOUK NOTICE OF COMMENCEMENT. NS_T.( Zg: in addition to the requirement; of this permit, there may be additional restrictions applicable to this property that may be found in the public rccores of this county, and there may be additional „c^nita required from other governmental entities such as water management districts, stwc agencies, or federal agencic Acceptance of permit ii verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature ufOwner/ Apanr _ Date Sion•rturc of Contractor/Ape,lt Da,c Print UwnedAgenC N;fine Signature of Numry•Sute of Perch DateOwner/Agent is---Pvrsona;ly Known to Me or Produced ID , print (actor. yyyy ractor . i'f (% A/ SrSnoturc tary•State o u Uate GLOW My COMMIsalon DD201561 Contractor/Agent is _tcrsonaily Known to ' 17 2007 Produced IAPPLICATIONAPPROV60 BY: Bidg: — ` zoning: Utdicias: Initial & Date) ( Initial & Dace) Special Condainns: FD: Initial & Dute) ( Initial & Dace) REVISIONS PERMIT # q MO [6N ADDRESS DATE T CONTRACTOR PH # 0U71 n FAX # Ulm- 77so 0 UTILITIES FIRE 6 If F- I, V 1 F- LJnl'l LOT 110, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 110 CONTAINS 8015 SQUARE FEET f THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 682 SO. FT, t TOTAL SOD 5546 SQ. FT. t PT APPALOOSA COURT TRACT "A" 50' RIGHT OF WAY s` a y yb nn . ... N 90'00 00" W 37B.52 _ Pam-' Y ------- a•T PC Z9'SIwOg6paS,N.15hfiCB $ -I9 CENTERLINE OF G-s' •qd RIGHT-OF-WAY C129• ilA IDCITY %or SAtiFoRp 1D R=50.00' A= 44'09' 13" CB = N 84'08' 36"E C=37.58' L=38.53' BUILDING SETBACKS FRONT: 25' REAR: 20' PREPARED FOR: SIDE: 5' D.R. HORTON CORNER: 15' MLW: 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE, REFER TO HOUSE PLAN AND OPTIOI 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.1. .M, COMMUNITY AN L NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN & ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F,E.M.A. AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON c; J SCALE: I" = 30 FEET APPROVED BY: SJ JOB N0. ASM43369 DRAWN BY: REVISED: REVISE PARO 3-24-04 JML REMOVE POOL 2/10/04 KLE ADDED POOL AREA 1-14-04 JML LOT PLAN 1/2/04 SOO OT FIT 12/31/03 KLE d8` 10' UTIO(1TY EASEM6NT0j I t, !'/. `•„ may. `,\ 20.0' - ' 15.0' 25.7 LLJ PROPOSED A/C FINISH FLOOR04ELEVATION.27.9' Rip e I N Vpp mZ 1 40.00' yD 1 20.0' 4 1 N LOT 110 I I DRAINAGE TYPE 8 11 1.. N90'00'00"W 85.6 7' TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE XY y11x PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED CALC) CALCULATED FND FOUND C/W CONCRETE WALK SepP CONCRETE PAD PB PLATBOOK MS NATURAL GRADE SO. FT. SOUARE FEET AST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 G 1"= 30' GRAPHIC SCALE 0 15 30 W O 0 0 0 ^ LOT 109 0 MLW MINIMUM LOT WIDTH POO POINT ON BOUNDARY POL PORT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PO PLANNED DEVELOPMENT a 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 COW CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RIGHT-OF-WAY ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM 1422A I DATE Permit # : + 1 3c, Job Address: a)le. Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION C +_ --- L... 010 Date: 4 z II3" Zoning: Value of Work: 5 J-3 2 4. t.) Z Permit Type: Building Electrical Mechanical Plumbing N< Fire Sprinkler/Alarm Pool ______. Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets — Occupancy Type: Residential Commercial Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines 3 Plumbing Repair —Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 'b 12— 0 V ,-, Phone: Contractor Natt11t1tV GE PLUMBING, INC. P.Q. BOX 620027 State License Number: Cl Or Phone & Fax: OvItuv 440Z 966=3994 Contact Person: f r ll, . ' t— N PacsMdMBIN6; ANC: __ Bonding Company: - v4nn2__ Address: RORIDA 32 62 0027 Mortgage Lender: 40 Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicahle la,v.. , '.,ring . construction and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN `V Am i ad.'3 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management disc s, state agencies, or federal agencies. Acceptance ofpermit is verification that 1 will notify the owner of the property of the requirement FI da Li S 711 Signature of Owner/Agent Date Signature of Contractor/Agent Date 1. J M t + L Print Owner/Agent's Name Print Contractor/Agent'sJNam..e Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. NALL NOWY Publlct Stets of FAodde Owner/Agent is — Personally Known to Me or Conlractor'Agent is _!3ersonah#yc46X%MPG Fhobs Is 20 Produced ID Produced ID —AM NQ YY 958139 APPLICATION API'ROVF..D BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) E:o-06-203'7.09Am FRum Cmn/mmoAnFoxuDrsRmnrAPPLICATION DAW Permit Job Ad:rtss; Desceiption Work Historic DI I strict: 7Aning: Value of Work: S lignol Type; R40ding. Elcvtrical - L"I" mechanical Plumbing __ Firc Sprinkler/Alarm Pool Vov lout: I Nsw .1; qrl of 'Mpsad= AdditionloAllorktion — Change of Scrvicc __ Temp r%ry Pole 1-r plumbing/ New Commercial: of Fixtures Of Water & Sewer Lines— # of Gas Lines Plumbint/New Residential,. 0 ot'Water Closets plumbll&g Repair — Residential or Contunercial occupluicy Type. Residential — Commercial Industrial _ Total Square Footage; Construction Type: of Stories; - is of Dwelling Unitv Flood Zone: _ (FEMA form requirvoil for other tkan X) pwnww:__-_ 22 rose: Motu Liclinse Zhtr- Pholits $4 Fax: Contact Person: Bonding Company M"nummL*nu.______ w*°&V^_____ - p v^".____ - - u vm^uo' r"`: ------- wirtst: Application is hereby made to obtain a ______' permitdo the work and installations asindicated. |**nify that "" wink v,.^^mo,p""has vm*"^m^mprior *the issuance of a permit vid that all work will be Wformad to mod standards Or oillaws regulating cmtruction in this juri3diction. I undarseand that $1 separate permitmvistbesecuredforELECTRICALWOR.K. PLUMBINO, SIONS, WELLS, POOLS, FUltNAC-ES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNZRI I IS AFEIVAY II; 1041-fify that all of the foregOillig intbrn't0tion JU accuraw and out all work will be; doroe in corMhA0104 vAth "ll "'IPlic" laws regulating tomeruction * Ad aeonino. WARNIING TO OWNER: YOUR FAILURB To RECORD A NOTICE OF COMMENCBMENT MAY RESULT IN YOUR PAYrN(', pop IN FTNANCIN40, CONSULT WITH YOUR LENDER OR AN 1V)CE , IMpROVEMbNTS TO YOUR PROPERTY. IF YOU INTEND TO OSTA ATTORNEY BEFORE g4CORDINO YOUR NOTICE OF COMMENCEMENT. HOC ; In addition w %his requirements of thir. pwmiL there rMy he additional restrictions applicable to this property that nvy be found in the public mordS Of requiredtimmothergovcmmontsiOnritimsochaswawrrnanageftwntdistricts, Iluitc agencies, Or redcrsil agencies' thiscounty, and them may be additional permits Acceptance of permit is vcritication that I will noti fy the owner ol"Ilie Property uf the requ ir eoffplo 'ea Lion Law, F geTit Ow u ,w"o m=~n*w** u".^*^m" xw*w, m-- -' n`^ rww^n'xo»snVv nwo uuw*> i/-- (^"`"u ow" Cnmminivn# DD2 }]80 Expires; Jul 15, 200/ Feimit #: 0 q a 6 1 CITY OF SANFORD PERMIT APPLICATION Date: 0 y l o t0 /0 f Job Address:.M0 l Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporiy 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 t' Occupancy Type: Residential ,_—k-1 Commercial Industrial Total Square Footage:'- Construction Type: , # of Stories: cJ^ # of Dwellin Units, g Flood Zone: (FEMMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Addre. 5b0`-,LiVb AL o apt Ft, Phone: 40-4 Oy 0 ContractorNamee&Addross-actuft C TCT Lee-1j3jv0 ,It000 S Phone & Fax: 4m -- $jd0-- ACR ct Pe Phone. Bonding Company: Address: Mortgage Lender:rrn {, inn a Address: ArchiteeVEaginew, (— Qq Phone-, jbM1hCFax: Application is hereby made to obtain a permit to do the work and installs o i c 1 t no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperforatedtomoststandardsofaillawsregulatingconstructioninthisjurisdiction. I understandthat a selrarate PermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES AIRCONDITIONERS, etc. , BOILERS, HEATERS; TANKS, and OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in co aonatructloaandzoninWARNINGTOOWNERYOURFAILURETORECORDANOTICEOFCOMMENcompliancewith all applicable lawn regulating TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULTULT WITHMA RESULT IN LENDER OR YOUR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to therequirements of thispermit, there may be additional restrictions applicable to this property that in the public records of maybefoundthiscounty, and th may beaddi 'oral permits required dom other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of +( etcatio that I will notify the owner of the propertyof the requirymentof Florida.Uon LawhS 713, Name C • • . lA . NOTARY SEAL uate Signature of Notary -State of Florida Date PATRICIA COULTONOlp1CIALNOTARYSEALNOTARYPUBPCSTATEOFFLORIDAPATRICIACOULTONOwnr/AgtqPMQQN {QvQ t2M e o C iN19WX WPWt R7A ION > XP. LY26,2006 gown o Me or MY COMM APPLICATION APPROVED BY: Bldg:ill 3 -0 Ll Zoning- ' I— &Date) gUtilities: FD: Initial &Date) (initialDDsto) (initial & pate) Special Conditions: FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200E ELEVATION CERTIFICATE Read the instructions on Danes 1- 7. SECTION A - PROPERTY OWNER INFORMATION Fa lnsu m Company Use: BUILDING OWNER'S NAME Poky Number BUILDING STREET ADDRESS (Including Apt., Unit, Sulte, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number IXXXXAPPALOOSACOURT CITY STATE ZIP CODE SANFORD FL 32T72 PROPERTY DESCRIPTION (Lotand Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 110, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Adam, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Type): W - NN' - ##.Nil' or N#.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. WIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEM 40LE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNWEVISED DATE B8. FLOOD ZONES) 1 Zone M usedepthofIoodrg) I12MM5E41171954117195AX 24.5 81 U. Indicate the source ot the Base Flood Elevation (BFE) data or base Hood depth entered In B9. FIS Profile FIRM Community Deterntied 0 Ober (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 other (Describe): B12. Is the building located ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes 0 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings" Building Under Constrid m" Finished Construction A new Elevation Certificate win be required when construction ofthe building is complete. C2. BtrUN Diagram NumberI(Select the btrldM diagram most sim filarto the builctng fcrwhich this ceriirncate is beungco Wed -seepages 6 and 7. Itnodiagram accurately represents the building, provide a sketch orphotograph) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ANAM30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum isdifferent from the datum used for the BFE In Section B, convert the datum to that used for the BFE. Shaw field measurements and datum oonve(sion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ConvasionlCormments Elevation reference mark used _Does the elevation reference mark used appear an the FIRM? Yes ® No o a) Top ofbottomfloor (Including basement orenclosure) g. P.0) m o b) Top of next higher floor WA. k(m) o c) Bottom oflowest horizontal structural member (V zones only) WA. j(m) 0 o d) Attached garage (top ofslab) WA. M) o e) Lowest elevation of machinery and/or equipment a servicing the building (Describe in a Comments area) WA . k(m) E I o f) Lowest a4acent(finished) grade (LAG) WA . ft.(m) m o g) Highest a4acent (finished grade (HAG) WA ft.(m) o h) No. ofpem>anent openings (flood vents) whNn 1 ft. above ajacenl grade 0 o ii) Total area of all permanent openings (flood vents) in C3.h 0sq. in. (sq. am) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that anyfalse statement maybepunishable by fine orimprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. 0 1 rr- -CITT STATE DATE TELEPHONE FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Falrmsance Company Use: BUILDING STREETADDRESS (InductingApt., Unt Suite, andlor Bldg. No.) OR P.O. ROUTE ANDBOX NO. Poky Nkanber XXXX APPALOOSA COURT CITY STATE ZIP CODE Canparry NAIC Nurriv SANFORD FL 32772 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) coramnity official, (2) insurance agent1bompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zane AO and Zone A (without BFE), oonplete Items E1 through E4. Ifthe Elevation Certificate Is intended for use as supporting information for a LOMA or LOMR-F, Section Cmust be completed. El. Building Diagram Number _(Select the buildingdiagram most similartothe budding for which this certificate is being completed — seepages 6and7. If nodiagram acauately represents the budding, providea sketch or photograph.) E2. The top ofthe bottom floor (including basement or enclosure) ofthe building is _ t(m) in.(cm) above or below (check one) the highest ajacent grade. (Use natural grade, If available). E3. For Building Diagrams 6.8with openings (seepage 7), the red higher floor orelevated floor (elevation b) d the budding is _ fL(m) _in.(om) above the highest adlaoent grade. Complete items C3.h and C3.1on front dfo m. E4. The topof the platform of machinery auditor equipment servicing the building is _ t(m) —in-(cm) above or below (check one) the highest a4acent grade. (Use natural grade, ifavailable). E5. Fa Zone AO only: If noflood depth number isavailable, is the lop of the bottom floor elevated in acoadance 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 orowrWs authorized representative who completes Sections A, B, C (Items C3.h and C3.1only), and E for Zone A (wi(hout a FEMA-issued or community - issued BFE) or Zane AO must sign here. Thestrmfwv9s in Sections A, A G and Earecared to the best ofmyla d9te. PROPERTY OWNERS OR OWNERS 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 whois authorizedby laworordinance to administerthe cornrrnr Ws floodplain management ordinance can complete Sections A, B, C (orE), and G ofthis Elevation Certificate. Complete the applicable itenn(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 dthe elevation data In theCo nments area below.) G2. A community official completed Section E for abudding located in Zone A (Without aFEMA-issued oroommun ly-iss, BFE) or Zane AO. G3. The following information (Items G4G9) is provided for communityfloodplain management purposes. G8. Elevation of as -built lowest floor (indkrding basement) of thebuilding is: _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site Is: — _ f4m) 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 Limited Power Of Attorney I hearbv name and appoint: and Michael Robinson each agents of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply to The Building Department of - Lot # : Address: For a residential permit for work to be performed at: Subdivision i M FL, And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signs e of Contractor This foregoing instrument was acknowledged before me this day of 2004 By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of County FFICIAL NU' q , PA7RICLA COUL PONNOTARYPUBLIC5?ATE OF FLORMACOMMISSIONNO, DDI343 0MYCOMMISSIONEXP. LILY 26 Notary e PLOT PLAN LOT 110, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 110 CONTAINS 8015 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 622 SO. FT. t TOTAL SOD 5606 $0. FT. * PT APPALOOSA COURT TRACT "A" 50' RIGHT OF WAY 94g9 0s0O bmti0„lbb it s# .I', / Q• 3 b a1 ^yG0 .10. 54/// J Gj b pa. G° J 4 vs 9O'00'00' W 378.52' If OO PT - _ PC -5VN31fip5El CENTERLINE OF 29G•2U RIGHT-OF-WAY 4. 1D R = 50.00' 0= 44'09' 13" CB=N84'08'36"E C=37,58' L=38.53 BUILDING SETBACKS FRONT: 25' REAR: 20' PREPARED FOR: SIDE: 5' D.R. HORTON CORNER: 15' MLW: 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R•M, COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN do ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 110 AS BEING N90'00'00"W PER PLAT. FIELD DATE:) REVISED: SCALE: I" a 30 FEET APPROVED BY: SJ REMOVE POOL 2/10/G4 KLE ASM43369 ADDED POOL AREA 1-14-04 JMLJOB LOT PLAN 1/2/04 SOO DRAWN BY: OT FIT 12/31/03 KLE LLJ 9 10' UTI ITY EASEM NT 1 1 (h 1 n I II 1 II 20.0 - i 1I11 A A/C N 1 Z V! 1 y I A N PROPOSED 2289 FINI FLOOR ELEVATION-27.9• m 1 rQ 5 1 O m A IDOIZZ1 INn rA 1 cZ II 40. 00' z 1 20.0' 40.0' 11 I111 I O0 25.7' 1. LOT 110 y DRAINAGE TYPE B II I" SCALE_ 0 15 30 LLJ 00 0 Lri o LOT 109 0 N N90'00'00"W 85.6 7' TRACT "G" BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 FLANS REVIEWED LEGEND CITY OF SANFORD BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH RIGHT OF WAY LINE POO POINT ON BOUNDARY POI, POINT ON LINE K111-11%PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE PROPOSED DRAINAGE FLOW POC POINT ON CURVE OR OFFICIAL RECORD CONCRETE PO PLANNED DEVELOPMENT A DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK COW CONCRETE BLOCK WALLSAWSIDEWALKRPRADIUSPOINT CP CONCRETE PAD R RADIUS PBC, PL(A;TT BOOK CS CONCRETE SLAB NCS NATURAL GRADE R/W RIGHT-OF-WAYSO, FT, SOUARE FEET er.-- —11. ORLANDO, FLORIDA 32801- (407) 426-7979 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID MTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2• I I off' FOR THEFIRM M R. M SCATELLO JR. PSMij4 28 DATE tit W ii a W a wri ills W iIri 1i rua+w w r ial w + . • ; THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton? Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, 'Florida 32822 NWW E WOEj MElK OF CIRWITCOURT BENINOI. E CMIM BK 05091 PS 0375 CLEWS * 2003 0 L1-!5 FECOW 11/06/2W 02196149 PH FAMMINO FEES L OS IiECOROED BY 9 ftelloy NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot( s) 4 and 110 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owners) D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner' s interest in site of theimprovements: 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 providedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of theLienor's Notice as provided in Section713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a differentdateisspecified): D. R. Horton, Inc. 0 by: Kobert A. Lawson, A sistant Secretary CorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this :J day of utrY1 ,r ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a-TeTaware Corporation, on be a oecorporation, He/She is personally known to me. Notary Public, State and County Aforesaid O PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSIOi l FXP. DULY 26 Notary Seal CERTIFIED COFy blARYANNEP40rtSECLERKOFCIRCl11TCOIISEMC RA RI rwpf 0 4CONTRQ 1LSentricon* Colony Elimination System Pretreatment Flan Agreement Date of Install : Contract Number PUCHASERS NAME a]2 AppgEU Name ) jz_ City/ State/Zlp 0 A " Phone & Email INSTALLATION ADDRESS: LOT. 1 1 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICXER LOCATED: Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed.30 days past due rvlll result In the cancellation of this Warranty and justify removaloftheSentriconSystem, Name Address City/ State/Zlp Phone & Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will, warrantthestructure(s) against subterranean termite damage. propertyduringthewarrantgIf subterranean termlts damage occurs to the described yperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay thecostl labor and materials not to exceed 51,000,000. Apex may chemically treat the affected area of the property at n'o additionalcosttotheCustomer, p Y AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL THEUNDERSIGNEDCONSENTSTOANDAUTHORIZESTHEWORKCONTEMPLATEDHEREIN, AND FURTHER GO7ERELATIONSHIPOFTHEPARTIES, Apex Representative Signature Date Cus omer or Agent Signature ApexPestControlInc., (Apex) will, In substantial compliance with all federal, state, and local laws IIIapplicablerecommendationscontainedInliteratureprovidedbyDowElancot , rules, and regulations, and I. Install Sentricon" stations (the Stations) In the soil around the outside perimeter of the structure 2. monitor those Stations for twelve months from the date hereof; (s). 3, during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4, during those years, Inform the Customer oft a, any new or Increased termite activity noted at the Stations b, any addition or, removal of Recruit* of Recruit* termite bait; and canyobserved ' effect of the Sentricon* Colony Elimination System (Sentricon) on termite activlt , The CompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobitPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedMMUPpropertysubjectYagreement for in quarter the period) payable on en before the end of the o the gallon. The Sentricon the fifth year, and each year thereafter, Apex reserves the right to revise the u to the terms and conditions of this Per year, y us monitoring period, After. quarterly paymentamount, not to exceed I0% The Customer warrants full cooperation with Apex during the term of this A regime baited freefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct 'wood - soil pler typestructure, or as noted In "Special or Additional Comments", g re and agrees to maintain the areas) eliminate faulty plumbing; teaks; dampness from drains; condensation or leaks from the rootsoil contact, standing water, the areas) baited. At no time will damage caused to an The Customer also agrees to notify. Apex of and Insect infestation, be the responsibility of Apex In areas where any of the c or otherwise Into, onto, or under'• y poAnyAnytheitionsure( s), even by an active wood destroying. of ApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersconditionsdescribedinthisParagraphexist. Failure DISCLAIMER: COMPANYDISCLAIMSALLOresponsibilityunderthisparagraph, INCLUDING STATUTORYWOTHERWARRANTIESMERCHANTABILITYWARRANTIES) AND SPECIFICALLY DISCLAIMS WHETHER EXPRESS , FITNESS FORAPARTICULARPURPOSE "WARRANTY R WREWOR IMPLIED FURTHER, COMPANYHASLAIMS '' IMPLIED WANTES. 01+ SERVICE PROVIDEDMARENOAFRMIA'I'ION OF FACT OR PROA MI TyOFWO Lna SERVICE, HEREUNDER THATHASCREATEDORRELATINGTOTHEPRODUCTORCustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or negligence, torts, personal Injury, A 20LTNTED TO AN EXPRESS W n1 ry, death, violation of arty statute, rule, or regulatlon, loss of use, dimlau AIRANTY, compensatory, incidental, consequential, exem la other legal proceeding against Apex for event shallApexbeliableforanyamountgreaterthatamountpaididtheCustomer exemplary' punitive, liquidated, treble, or spacial damages if any kind, and to no, lion ofvalue, economic, to Apex for the service to be performed. 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 treatmentmayhaveand (2)lt is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any,allorgy 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 thatt All components of the Sentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco. or. Its representative are authorized by the Customer to retrieve from the Customer's promises 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 Sentrlcon" System a, Apex will; (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonshlp(noto; Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Pnrtlas) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet rocelvetir (4)rf 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, andt ($)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 tormltielde being applied on or close tothelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tnmpering•of baiting equipment or suppliesoccurs, the Customer will immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void 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 Brovard County, Florida. If any part of this Agreement IsheldtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement sheffect. all remain In full force and, CHANGE IN LAW, In the event of a change In applicable law as It portalns to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex 1s prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, strikes, embargoes, tires, 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 beresponsiblefor; (1)termite damage resulting from water leakage; (2)termlto damage resulting from masonry failure or grade alterations; 3)termlte damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of an dispute ArisingCustomeragreestosubmitthedlsputototheleastexpensiveprocedureofarbitrationinaccordancewiththerulesandprsduresoroundercommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' tht' provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Fedoral Arbitration Act, 9 U.S,C, section 1, s, Th; proceeding shall be governed by one arbitrator, and the location of arbitration will be Brovard County, Florida at the offMces of Apex or it: designee, The arbitrator will have the complete power to determine all Issues of fact and law, and any detormtnation of the arbitrators wllbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be Conducted on an Individ-unl'bAsisandnotaclasswidebasis. Apex shall recover all foes, costs, and attorneys fees associated with the arbitration proceedln'g. 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 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In its sole discretion, that it Is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion ofApex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be imadalmmedlately in writing tTheApexCorporateOfitce. Apex Is only obligated to perform under this Agreement If the Customer allows Apex aeces to the IdentintPropertyforanypurposecontemplatedbythisAgreement, including but not limited to ro•Inspection, whether the Inspection was request¢ by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for It period of 1 (one year from its effectivo?date, thirty 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex After within hthirty) day: of the transfer of the treated Property. Trademark of DowElanco Brovard Area 08 S Plumosa St. Merritt Island, FL 32952 407-459.2847 800-929.2847 Orlando Area 7006 Stapolnt Ct. #G Wlnterpark, FL 32792 407-858.0540 88-764.2847 Tam0a1S4rasota Area 314 Faulkenburg Rd N Tampa, FL 33510 813-221.2847 877-459.2847 CITX OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT C 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 0 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: o a. Foundation plan Indicating tooter sizes for all bearing walls. Provide aids view details of theso footors with reinforcement bar replacement. C b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizos, smoko detoetor, location(s), landings, docks and stairs. Bathroom fixtures and distances from wails are to be shown. Not* the State of Florida requirements for bath door for compllanco of Handicapped Code (F.S. 553, Part C C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as par City Engineering Department or subdivision plat. C d. Cross sections of all wall sections to be used in the structure. Bearing non-boaring later and exterior. Show all components of wall section. C 0. Framing plan for floor Joists whore conventionally framed. Plan toIndicatespan, size and species of materials to be used. o f. Engineered truss plan with dotalls of braeing. Engineered boams for eplicing openings to carry and support trusses. C g. Stair details with troad and riser dlmcnsions, stringer size, mothods of attachment, placement of haudrails and guardrails. C h. Square footage table showing footagon ' Garages/Carports (-,a S.F. Porch(s)/Entry(s) "" S.F. a Patio(s) IF. Conditioned structure S.F. Total (Gross Area) n115 67 S.F. C 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) C 4. Soil analysis and/or soil compaction report. If soils. appear to be unstable or if structure to be built on flll,,a report may be requested by the Building Official or his representative. " C S. Other submittal Documents: o it. Utility letter or approval when public water supply and/or sewer system connection to be made. C b. Soptic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 6654600. e. Arbor permit when trees to be removed from property. Contact the City Engineer for dotalls regarding the arbor ordinanco and permit. C 6. Applicatlon to be completed thoroughly and signatures provided by it licensed and Insured contractor. OVWNERIBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA. STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footor 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tlo beadns - columns- Coll$ 6. Rough olecirical 7. Rough mochanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tonant Separation / flrowall 12, Insulation, walls and/or Collings 13. EloctrIcal final, mechanical final and plumbing final14. Building final . 15, Other DATE SIGNATURE , By owner or Authoris ent) FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289. Builder: DR HORTON Address:J % LC OSi f•lk'T Permitting Office: ,` j mac},, City, State:S t (' Permit Number: 0 4- 15 Owner: %, Q . Jurisdiction Number: Climate Zone: Central C00i I j 0-D 1. New construction or existing New ` 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 k$tu/hr - 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (W) 7 2284 ft' c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft' _ 13. Heating systems b. Clear -double pane 0.0 ftz _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane- 0.0 ftz _ HSPF: 7.90 d. Tint/other SHGC - double pane 0.0 ftz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=1I.0, 320.0ft' _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, hit lnsul, Exterior R=3.0, 835.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 876.0 W _ b. N/A c. Frame, Wood, Adjacent R=I 1.0, 330.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1809.0 W _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33145 PASSTotalbasepoints: 36048 r-- hereby certify that the plans fnd specifications covered by this calculation are in comiance with the Florida Energy Code. PREPARED BY: bg Qme DATE: 03.0Z I hereby certify that this building, as designed, is in ompliance with the Florida ne yCode. iWNER/AGENf:_T qw-bydo DATE: -I Review of the plans and -T1ctE sTspecificationscoveredbythis,04T 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.00DWIE BUILDING OFFICIAL: PLANS ED DATE: CITY OF SANFORD EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT PESF8Xditioned XBSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 2284.0 25.78 - 10598.7 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1.00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As - Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 330.0 0.70 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1809.0 213 3853.2 Under Attic 19.0 1809.0 2.82 X 1.00 5101.4 Base Total: 1809.0 3853.2 As -Built Total: 1809.0 5101.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 1 As -Built Total: 481.0 4559.8 EnergyGaugeO 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 2284.0 14.31 32684.0 2284.0 14.31 32684.0 Summer Base Points: 44525.2 Summer As -Built Points: 50043.1 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 44525.2 0.4266 18994.4 50043.1 50043:1 1.000 1.00 1.087 x 1 A50 x 0.90) 0.284 1.125 0.284 0.950 0.950 15198.9 15198.9 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge(WIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILTFPESditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X W OF = Point 18 2284.0 5.86 2409.2 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Gear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 330.0 1.80 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated MO 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1809.0 0:64 1157.8 Under Attic 19.0 1809.0 0.87 X 1.00 1573.8 Base Total: 1809.0 1157.8 As -Built Total: 1809.0 1573.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5Raised320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 1 As -Built Total: 481.0 978.5 EnergyGauge® DCA Form 60OA-2001 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 2284.0 0.28 -639.5 2284.0 0.28 639.5 Winter Base Points: 6747.5 Winter As -Built Points: 10225.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6747.5 0.6274 4233.4 10225.1 10225.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.432 1.150 0.432 0.950 0.950 4828.0 4828.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 18994 4233 12820 36048 15199 4828 13118 33145 E:FPASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist r: 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 .fL window area; .5 cfm/sq.fL 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 ceilingplane 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 cfrn from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavitybetween floors. Additional Infiltration regts 606A.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. L.... 6A-22 OTHER PRESCRIPTIVF MFOStIRFS /mne* he mnf _r s.......... —A COMPONENTS SECTION v..vvvvvM w w• V•V Vii YQJ. REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly 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 rea ily 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. Ll EnergyGauge'" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARDC, ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 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: 48.0 kBtulhr 3. Number of units, if multi -family I - SEER:12.00 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? yes _ 6. Conditioned floor area (ft') 2284 ft' c. N/A 7. Glass area & type a. Clear - single pane 259.0 ft2 _ 13. Heating systems b. Clear - double pane ft0.0 ' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane. 0.0 ft' _ HSPF: 7.90 d. Tint/other SHGC - double pane 0.0 ftz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft _ c. N/A i b. Raised Wood, Adjacent R=1 1.0, 320.02 _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=3.0, 835.0 ft= _ EF: 0.86 j b. Frame, Wood, Exterior R=11.0, 876.0 ftz _ b. N/A a Frame, Wood, Adjacent R=11.0, 330.0 112 _ 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, 1809.0 112 _ 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, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) BNB sT in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed a compliant f atures. h ua, 0.az Builder Signature: Date: __ Address ofNew Homer Noose: City/FL NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmilesignation), Your home may quayfor 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.ucfedu for information and a list ofcertified 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) r RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE L"Y, FL 3274"M6 Phone: (407) 831-2665 Project tion For. DR HORTON Notes: DR HORTON--MODEL 2289 Design Information Weather. Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating CoolingArea (ftz) 2284 2284 Volume (ft3) 18742 18742 Air changesthour 0.70 0.40 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Efficiency Heating inputHeatingoutput Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.0 HSPF 0 Btuh @ 470F 0 OF 1600 cfm 0.044 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratetswing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Stuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1600 cfm Cooling air flow factor 0.053 cfm/Btuh Load sensible heat ratio 81 % 8oltf//talle values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W I"70"t50ft RigMSuite Residential- 5.0.64 RSR26016 E:\FSes\DR HORTON 2002\2289\2289.rsr 2002-Mar-01 08:28:50 Page 1 RIGHT,J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 ti 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 18742 W x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 OF Winter TD = 7712 Btuh3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18742 fV x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x 125 cfm x 18 OF Summer TD = 2479 Btuh3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 125 cfm = 3692 Btuh rroceaure 0 - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 BtuhSensibleloadforstructure (Line 19) + 30460 BtuhSumofventilationandstructureloads = 31945 BtuhRatingandtemperatureswingmultiplierx0.98Equipmentsizingload - sensible = 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 BtuhInternalloads = 230 Btuh x 7 people + 1610 BtuhInfiltrationloadfromProcedureC + 3692 BtuhEquipmentsizingload - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlrtalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed VV"CjHtsoft RigM-suite ResiderrialTM 5.0.64 RSR26016 2002-Mar-01 08:28:50ACCKE:WRestDR HORTON 2002\2289\2289.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746 6208 Plane: (407) 831-2665 J: im tU. 1RoomName of man Entire House METH WIC MBR1NWIVVHL2Lengthofexposedwall274.5 ft 20.0 ft 16.0 ft 14.0 It3 4 dimensions Ceiings Condit. Option 8.2 It heat/cool d 8.0 x 12.0 ft 8.0 fill heaVcool 9.0 x 9.0 ft 8.0 ft heat/cool 16.0 x 15.5 ft 8.0 ft heaUcool 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 rig ftz) Htg Clg ft2) Htg Cig 5 Gross a 14B 4.6 2.1 999 160 72 112Exposedb12C2.9 1.9 971 0 0 0wallsandc13C3.2 1.2 330 0partitionsd0.0 0.0 0 p 0 0e0.0 0.0 0 0 0 0If0.0 0.9 p 0 0 0 6 W'mdows and a 1C 37.0 206 7614 7 259 0 0 32 1183glassdoorsb8C37.0 53 1959 0 0 0 0 0 0Heatingc9C38.7 0 0 0 0- 0 0 0 0•«• d0.0 0 0 0 0 0 0 0 0e If 0.0 0.0 0 0 0 0- 0 0 0 0 0 0000000 7 Windows and North 20.4 42 849 0 0 0 0 0 0glassdaisNE/NW 0.0 0 O 0 0 0 0 0 0CoolingE/W 56.8 210 11919 7 381 0 0 32 1741SE/SW 0.0 0 0 0 0 0 0 0 0South30.4 7- 224 0'«• 0 0•«• 0 0•«, 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.E 12.7 38 717 484 0 0 0 0 0 0 0 0 0b11A18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165exposedb12C2.9 1.9 876 2523 17M 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 330 1040 386 0 0 0 56 176 66 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 O 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0b c 0.0 0.0 0.0 0.0 0 0 0 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 0 0 0 0 0 0e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 00.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0Note: mom b 19G 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0perimeter is displ. c d 0.0 0.0 0.0 0.0 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 0 0 0 0 0 0 fps) f 0.0 OD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.01 8.3 297 7712 24791 7 182 58 01 0 0 32 831 267 13 Subtotalloss=6+8..+11+12 33017 1664 g2gLessexternalheatingp0 2745 Less transfer 0 0 0 0 14 15 Duct loss Total loss = 13+14 10°/ 3302 36319 10° 166 10°/ 0 92 10, 0 275183010153275 16 Int. gains: People Qr 300 7 2100 0 0 0 0Appl. @ 1200 2 1800 0 0 0- 0 1 0 300 17 Subtot RSH gain=7+8..+12+16 27691 754 214 0 Less extemal coding 0 0 2473 Less transfer 0 p 0 10°/ 0 18 19 bud gain Total RSH gain=(17+18)`PLF 10 1.00 2769 3W60 10 1.00 75 10° 0 21 0 247 ZO Air required (dm) 1600 1600 81 830 44 1.00 45 221 1.00 2720 72 1.331 143 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrr-ghtsof t Right -Suite Residerdial- 5.0.64 RSR26016 2002 Mar-01 08:28:50E:\Files\DR HORTON 2002\2289\2289..r Page 1 RIGHT4 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Job:2289 9.22.00 NWIVVNL J: [in La. 1 Name of room UTIL 112 BTH FAM KIT 2 Length of exposed wall 9.0 It 5.0 ft 31.0 ft 9.0 ft3Roomdimensions6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 It4CeiingsCondit. Option 0 It heallcoot 8.0 fil heat/cool 9.0 It heat/000l 9.0 ft heal/cool TYPEOF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg QP) Htg Cig ft) Htg Cig ft.) Htg I Cig IB) 1i19 C19 5 Gross a 148 4.6 2.1 0 0 311 81Exposedb12C2.9 1.9 0 0 0 0wallsandc13C3.2 1.2 72 40 0 0partitionsd0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 0 0 10 370glassdoors37.0 0 0 0 0 53 1959 0 0Heating3B.7 0 0 0 0 0 0 0 0Le0.0 0 0 0 0- 0 0 0 0000000-0 0...0 00.0 0 0 0 0 0 0 0 0 7 Windows and North 20A 0 0 0 0 0 0 10 204glassdoorsNE/NW 0.0 0- 0 0- 0 0 0 O pCodingE/W 56.8 0 0 0 0 53 2883 0 0SE/SW 0.0 0 0 0 0 0- 0 0 0South30A00000- 0 0 0Horz0.0 0 0 0 0 0 0 0 0 8 Otherdoom a 11A 18.Q 12.7 0 0 0 18 340 229 0 0 0 0 0 0b11A18.9 12.7 0 0 0 0 1 0 0 0 0 0 0 0c0.0 0.0 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 0 258 1189 531 71 327 146exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 72 227 84 40 126 47 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 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 0 282 478 628 210 356 467b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 O 0 0 0 0 0 Oforslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration Ia 26.01 8.3 0 01 0 18 4671 150 531 1376 442 10 260 83 13 Subtotal loss=6+8..+11+12 460 1063 58M 1546Lessexternalheating000Lesstransfer000 0 14 15 Dud loss Total loss = 13+14 10°/ 506 10 10 581 o0 0 155116963861700 16 Int. gains: People Q 300 0 0 0 0 4 1200 0 p 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 ` 1 600 684 0 0 0 0 Less external coding 0 426 0 5685 2101 Less transfer 0 0 0 0 18 19 Dud gain Total RSH gain=(17+18pPLF 10 1.00 68 753 10 1.00 43 10° 0 568 10 0 210 20 Air mired (dm) 22 40 52 469 25 1.00 6253 1.00 312128132875121 Printout certified by ACCA to meet WtrtrgiltSOft RigM-Suite Residential- 5.0.64 RSR26016 E:\FOestDR HORTON 20021228912289.rsr of Manual J 7th Ed. 2002-Mar-01 08:28:50 Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-62% Phoee: (407) 831-2665i NWIVVFiL J: irn Lo. 1 Name of roan DINILN/FOY BR2 BR3 HALL BTH2Lengthofexposedwall57.0 ft 31.5 ft 23.5 ft 5.5 ft3Roomdimensions20.0 x 19.0 It 12.0 x 16.0 ft 12.0 x 15.0 ft 6.0 x 18.0 ft4CeiingsCondit. Option 8.0 It heat/cool 8.0 111 heal/cool 0 It heat/cool 0 ft heat/ow TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg I CIg ft) Htg Clg ft.) Htg Clg ft) Htg Clg 5 Gross a 148 4.6 2.1 263 0 p 0Exposedb12C2.9 1.9 63 252 188 44wallsandc13C3.2 1.2 162 0 p 0partitionsd0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 77 2846 16 591 16 591 0 0glassdoorsb8C37.0 0 0 0 0 0 0 0 0Heatingc9C38.7 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0glassdoorsNE/NW 0.0 0 0 0 0 0 0 0 0CoolingENV56.8 54 3433 16 870 16 870 0 pSE/SW 0.0 0 0 0 0 0 0 0South30.4 7 224 0 0 0 0 0'»• 0Horz0.0 0- 0 0 0 0'"' 0 O 0 8 Other doors a 11A 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0b11A18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.010 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 201 926 414 0 0 0 0 0 0 0 0 0exposedb12C2.9 1.9 48 138 93 236 680 459 172 495 334 44 127 86wallsandc13C3.2 1.2 162 510 190 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 400 678 890 192 326 427 180 305 401 108 183 240b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0Note: roan b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0Doors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.01 8.3 97 2519 8101 16 415 134 161 415 134 0 01 0 13 Subtotal loss=6+8..+11+12 9473 2012 1807 310Lessexternalheatingp00Lesstransfer000 0 014Dudloss109471020110°/ 181 100A 3115Totalloss = 13+14 10420 2213 1988 341 16 Int. gains: People @ 300 1 300 0 p 0 O 0 0Appl. Q 1200 0 0 0 0 0 0 017SubtotRSHgain=7+8..+12+16 6927 1890 17390 32Lessexternalcoding000Lesstransfer00018 19 Dud gain Total RSH gain=(17+18)•PLF 10 1.00 693 7620 10 1,00 189 2079 10 1.00 174 10°/ 33 20 Air required (dm) 459 400 98 109 88 1913 100 1.00 15 33359 19 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr7gf 7t50 Ft Right -Suite Residential- 5.0.64 RSR26016 Z002 Mar01 0828:50AE:1FileslDR HORTON 2002t2289t2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665r; tin ea. 1Room Name of room LOFT/BR5 BR4Trouwur& 2 Length of exposed wall 12.0 ft 41.0 ft 3 dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heaV000i 8.0 fl heat/cod TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area AreaEXPOSURENO, Htg I Cig ft') Htg I Clg Htg Clg Htg Clg Htg Cig 5 Gross a 14B 4.6 2A 0 p Exposed b 12C 2.9 1.9 96 328 walls and c 13C 3.2 1.2 0 p partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f 0.0 0.0 p 0 6 Windows and a 1C 37.0 16 591 32 1183glassdoorsb8C37.0 0 0 0 0 Heating c 9C 38.7 0 p p p d 0.0 0 0 0 0 e 0.0 0 0 0 0 7 Windows and North 20A 16 326 0 0 glass doors NE/NW 0.0 0 0 0 0 Cooling ENV 56.8 0 0 32 1741 SE/SW 0.0 0 0 0 0 South 30.4 0 0 p p 8 Other doors a 11A M9 12.7 0 0 0 0 0 0b11A18.9 12.7 0 0 0 0 0 0 c 0.0 0.01 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 exposed b 12C 2.9 1.9 80 230 156 296 852 575wallsandc13C3.2 1.2 0 0 0 0 0 0 partitions 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 10 Ceilings a 16D 1.7 2.2 228 387 508 209 354 465b0.0 0.0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0Note: room b 19G 1.1 0.0 111 126 0 209 237 0 perimeter ifc 0.0 0.0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0floors) 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 26.0 8.3 16 415 1341 32 8311 267 13 Subtotalloss=6+8..+11+12 1750 3,M Less external heating p 0Lesstransferp014Ductloss1017510OA346 OA•»• 15 Total loss = 13+14 1925 38p4 16 Ird. gains: People @ 300 1 300 0 pAppl. @ 1200 p 0 0 017SubtotRSHgain=7+8..+12+16 1423 3049Lessexternalcoolingp0Lesstransferp018Ductgain10"/ 142 10 30519TotalRSHgain=(17+18)•PLF 1.00 1565 1, 1.00 335320Airrequired (cfm) 85 82 168 176 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Wtr7g1 7t50f tt Right -Sake Residen0alTM 5.0.64 RSR26016 2002-Mat-01 08:28:50E:1Files\DR HORTON 2002\2Y89\2289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-0206 Phone: (407) 831-2666 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 HDYRLAWRAHLGCRRGTAAWLZEMDGZLOXYTMRR MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 WIC MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL Y 1 /2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6anwacn0d11901.0 1.0 4.0 6.0 54.4 39.0 0.0anwbcn0n11901.0 1.0 4.0 7.0 87.4 7.0 0.0anwbcn0n11901.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 1 14MVVrl ht5(:> t RigMSt ite R"der"- 6.0.64 RSR26016 2002-Mar-01 08:28:50 E:1Files%DR 14ORTON 2002t228912289.rsr Page 1 BR4 n w b c n 0 d 1 1- 90 1.0 1.0 4.0 5.0 54.4 32.0 Me wnghtsoft RigMsuite Resldenlial- 5.0.64 RSR26016 2002-Mat-01 08:28:50OIC(K E:1FdesIDR HORTON 2002\228912289.rsr Page 2 WAVUAJEC WOM =K% LMATOO Ito I ps.-W Jb smab #AA r be A duct to Imf Cap MAC= luay W.6 Ind INS In le.12 Ind330 IIO 1451 scale 12.12 rap r, N IV V. 3. 1.1th dw:1 to roes cap 0 Ik I a IBatlard -- -1L INS Ind s549x4tD Ind 120 48 4A) 713M VAOKV e?40V )PH I1AWISX16ow- plolf— by 10IOX6 '. 10-6 40" boo - 40 Ill 4 duct to OOP c" 42X42 A/C SLAB BY BLDR MIN 3' "Ith d-it cap Csp9. IV 16, 2' FROM WALL !,oZm' 6- L 914, 7- 6. V am Dem. Prp14. 9 lr 4' V 9 Liz I2: 6 Ind 17514. 9 Ind W4P I T-0 40L r! or v = Alw. mowz C3 Cr O o a: ON Co ON m Rating z 0co z zj EN- Gl-NEERi ING PACKAGE BUILDER: PROJECT: MODEUBUILDING: REVISION DATE: .S-2 D- oz /'` NEW LOAD: l o/ CARPENTER CONTRACTORS OF AMERICA,INC. 3900 AVENUE G. N.W. WINTER HAVEN, PIO959- 806 FLORIDA FAX ( 941) 294-7934 David Norris Engn.'e+r ng er and Drafting ServicesEngineerigResidential • Cow Plans & ay. • Iaapecdons • Permitting - Spedaiizing in Church Design 112 Coleman EEoad, Winter Himen,. 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 unavoidable fact of physics, roof trusses are allow -ad to deflect up to a specified amount, while still meeting deflection criteria requirements: Although many factors contribute to the amount of deflection in a specific truss design, the difference in deflection amounts of trusses adjoining different design conditions aiay Pose an aesthij;ic problem in the ceiling and/or roof plane. One procedure that may minimize the appearance of noticeable deflection difference would be the installation of 1/2" TXK. x 16" high AEA CDX (or OSB) strongbacks staglothroughout the area of concern, prior to .applying any dead plywood strvngbacks should be nailed to each truss with (8), 1. Od nails stacked. throughout .the TV'. height of the stongback. In lieu 0•f- plywood strongbacks, 2' x 8 #2 southern Pine strrangha• cis may be used 'Or 2 'x 8 #3 s - P . with no knots or inperfedtions i.rt the bottom surf&ca. The 2• x 6 str©njbacks should be nailed to Bach truss with (3) 16d nails into each truss. Either choice of stron•gbacks should tie the trusses together andprovideamoreuniformdeflectionintheareaoftransition. The strongback bracing material is in addition to any permanent buildingbrakingspecifiedbybuildingdesignerand/or truss manafvcturer, and will not md\verselyaffect the performance of the roof tiu.sses in .any wall' If you have- any questions, please feel free to. contact Bob Michaelis at Utpenter Contractors of America, Inc,, (&13) 294- 6449. sincerely, INN iarwid R. Perris; P.E. it' d.. # 3.21 &6 tom,.,.=.-- 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 ofthe Florida Building Code for: f 120 mph 3-second gust wind speed. Residential construction Enclosed building (landward ofthe wind-borne debris region) Exposure B If you have any questions or if I can be of further assistance, please call me. S' , 11-1-6-01 Walter P. Finn, PE Senior Chief Engineer WA43 W ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)4224685 - (800)755-6001 CARPENTER CONTRACTORS OF AME TOM BUCARO W Aug 1669 7:36 am 3900 AVENUE G, NW, WNTERHAVEN, FL. 33880-6201 (941)294-6449 FASTBeam® F-nglrfeefllrtg Analysis 01996,1998 GaorgfaPacj/ic Cerparafion Version: 3.0(95/NT) Projed ; Informatlon : Mafk 8 : Beam - Floor Desc : SH4 2251 Usage : Beam(Roof) Repetitive: No Spacing (in.) : 0.0 Max Defl : LL ar U240 TL a U180 Composite Acfion : No Slope: 0112 3.5", 565 psi - 3.5", 565 psi. I -- -- - - -- 19, V LOADS PmM4 Design Leads: Root Llue=20 pO Dead-17 pat Floor Uv" pe, Ova& 15 pal. Live+De ad Ld(T) Live Ld(L) LDF Location* 0 shape ®StW1 IMEnd ObStail 9bErW Spanfl Stsrtz Ends Additionalfefo---------- 1 Unitonn(pil) 25 0 100% D 00' 19' 8' 2 UMlorm(pif) - 25 25 fDD% 0 00" fir a, 3 Uniform(plf) 47 25 125% 0 00" 19, g' 4 Urgwm(plf) 23 23 125% 0 00' 19, r f Urdlomr(ptf) 155 0 t00% 0 00" 19, Ir Unifonn(plf) 15 0 0 0 19' ir Sell Wevt knensfaes measumd darn islf and when span# is 0, olheavisa, ham left end o/ Me spedOfed span. curnnno n.. 1 2 Max R'n 280 280 Min R'n 2125 2126 DL R'n 2126 2126 Min Bruhn.) 1.50 1.50 leased on bearing sbus below) Erg St pa) 565 566 DESIGN Value span x Group Allow LDF Redo V(hs) 2015 1 1' W 21 10640 100% 0.19 M(ft-ibs) 116W 1 9 ICY, 21 34360 1 OD% 0.34 LUitr(ibs) 2846 0 D' W 71 8921 1 OD% 0.41 Sera Nate ifs RUbillbs) 2848 0 1fir w 71 6921 1 DD% 0.41 See Note 06 LLDefl(in.) 0.11 1 9r 10" 71 0.98 96 TLDelltirt) 0.42 1 _ 9 IV 71 1.31 U557 USE: GPLAM 2,0E 1.75x16.00" 2 Plies Greda. Daplh, files seleded by User G—P LAM tm Georgia -Pack Corp. NOTES : I. vea fyned in wcwdanca wNb iwdorsf Daman SpOeWc lions for Wood C n ftwdon and appMcwnn Approvals or R.s.arcd Rapwa. 2. frovlds lateral X4WW at an b*Wft Aocaflen nearest each and ofthe member. C 0 urmes fatarM support ragrefied Aw compression J. Loads haw be" bput by fire user era! have not bean vw+fAed by QeolyAn-f'acMc Enghmrad Lumber TodWed Swvfcws. 4. Deelpn v^Vd for dry use, Dully. S. This row0orr is based on the combinadon oflosds l droetlon brcfors that produces the hiyhwst senses redo and Wray be fans loran Pape i of 2 CARPENTER CONTRACTORS OF AME TOM BUCARO 3900 AVENUE G, NW. WiNTERHAVEN, FL. 338804201 (941)294-6440 FASTSearnO Engineering Analysis 019996.1998 Georda-Ped& c'anwwadnr Pmjecl : Mark # : Usage: Max Dell: Information: 5H4228112285 Beam - Floor Dow: Beam(Floor) RepeUtive : No LL - U360 TL = U240 Composite Action: No i 3.5 565 psi 3.5', 565 psi 11 Aug 190 5:12 pm Spacing on): 0.0 4' 0" LOADS Pmlacl Dss pn Leads : Fkor. wo-40 pe,, Daada15 W Roat Liw-20 pal, Daa& 17 pal. Lhs+Drad LdM Uw Ld(L) LDP Locailoreifshape91tortfkEndfbStarl@EndSpingStarts Ends Addillonal Into1SpanGarded(psQ 55 40 100% 0 a 0" 4 0" 2Y 0'r.c. 2 Unirorm(piq 850 459 125% 0 00" 4 0' Uniform(plo 15 D 0 0 4 0" Y3Ynertskorrs mrssarod ftm left and when &Lang is 0, othenMfsa, ham lelt and ofM# ipacX*d Self Woohl NP!nSUPPORTS(ltrs) 1 2 Max R'n 2994 24Minit'" 1155 1155 DL R'n 1156 1156 Min BWn.) 1.51 1.51 Based on bearing stress below] erg slr psi) 585 566 DESIGN VOW) vahee Span 780 1 X Group Allow LDF Ral10 M1114hsl 29G4 1 7 fr 2' W 71 71 13300 125% 0.06 URn(ibsi RtRn(Ws) 2094 0 2904 0' 0" 71 42938 125% Sol 100% D.07 0.43 3 SN Note 86 LLDdi(ln.) 0 0.01 1 4' (" 7 0" 71 71 am) 100% 0.13 0.43 3" Note 05 TI DaR(M.1 0.01 7 0' 71 0.20 L18242 Lf.OB2 USE. O P LAM 2 OE 1 78x j 6 W 2 Plies G ada, Dapfh, Pies s+f clad by User G-P LAM tm Georgia-Pacific Corp. NOTES _; I. MOP" In accordance wlgr Nagonaf Das/on SpoeftadOW for Wood Conabusdon and NVAN abfa Appmeb orf?asswm ASpW0LProvldaJst,rW sUppW at tM beam foca9lour nraraq raeJ srsd of the mnprbsr. Cond Wous kWW argr part nqy } CDMWWWM 3. Losds haw barn bWW by the usar, aad haw not baaa varied by 9W Paco Lrs d tlanrDal FacArtArat lorv ear. A MOO vaA d foroby useony. s »,Ls rracLlon b bard o: whco aiNu,s fiefors tlwt prodw.w oAe A/pt af sbMa ndo and may bo bw awnmaxbnurnr.acbton. >m rsv#v 4, uw Nu R'b fl W 'suPpora aadfoe abew. 6. 8481ft W190 Mood on "Vo aialMW auppW wa WN capadty siadlf ba varwad p y0o"). 7' *Wan r*W*sd bylhe bull V Oak a rlOfand dealyn Pro&aslonrf Of WMdbV of ialshouddvwtyrM bWw loads wrddproduq Poo 1 of 2 Y 1 Y i L l?`AIvR>;r At11tI1pR qqs Y .IW-I wr Ig071titsiuwLtNGideoJ3 - tkorinj H cuaa. Kl` a [` 1:. the -ends of GnniMp+t1,i r Wn lS k1E)0[3 SHAW 1 A' . k 11111: 8 :j kP TQA .; p }(d F r ititl ! r fl•F 3+ d 1 d 4• : rd • _ ;the dia.gona'1mar t > r orr ll IQTtIlrt; b Aces'ga be :a l Ffie' o .one dace e f wed rriembe *.- Rt Imo' '^TC)G'FE11K'I;LY Sfi1JND MRr;'t1aP SI;CFEP B.tTaryY ttatjpFu°ts of tmc}Foragc or res4afnts°for Iluwastlm 1' RC1E'L;S$TAttBL ENE4TI ER ' x a w ucblalcralbiacingis q _ " , pborF onLil p wc A S dtgtce tnr4p=lwr`Irunn. AR.:j! `§'---0' I'TET g#ea S degrces,' a 4oi Isrttal iFragng EahWnBao? tls'•1 to Ihan' flrnttgta to'Fc:TheCUBasudt s aslwthk4ft s - Is, b`efpt ott:d vvi11F 2 16d" f fLL t,XAl3.., 4• _ uss>s, FTTYLE IigT'vl+.".;`. ' " - i'`S ii#F,I£, t+DfilC,'!3`'A}R.F °Ss.[4R2<'• FS ORS N TRUSSES Z ADJACENT" rYltneoL+. S :¢ nr 91'tt 'I"1314 '!i&' . B:) o STYLE) , l. y 1* a l7r). StlwrFlrinp - Y r 'SI aaFhlnp " I ' j1tlFop ildl r la- 1 g ltty,X,y MIr. CoAtlnuWrtl IRafhrrdrp. s. •< < oppq# p. tyy. N Ia" aa[pn web dd 11 ilay nnrrKk Ciglag r , Rf1 tq cj tF;dar . 40iagc9sLOilyc!:i+ 1Y cra+,rAra1F ai xst+ or iZ3 iycI4- 'iQ VN 10/ 06/ 94 F?Ct' ch#r, ;::tcuiFyi, d ernd', ur."1`t*ia1 bf.o•. Z'LYJ .3 i o1 - ' o This is a recommendation only. Permanent all structural elements and anchorage to accomplish 137 3 the transfer of the loads to other structural eil a!`ffie building to achieve total structural integrity is the J6 8-t 5" s` v responsibility of the building designer per Florida Bvi g Code. T=.11KIJ jttll ALPINE ENGINEERED p PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 December 3, 1997 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Dave, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacings for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Please note that 2-ply girders need to be nailed from one face only. 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 12.5 13.3 Note: The nail spacing of 4" o.c. for web bracing to be the same for 16d common nails and for 0.128" x 3.0" pneumatic nails. Sincerely, AXter. INEERED PRODUCTS, INC. Winn, P.E. Senior Chief Engineer ALPINE ENGINEEREDU-N 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: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a 1x4 #3 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. 0- Walter P. Finn, P.E. Senior Chief Engineer M ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 December 23, 1997 Mr. J.D. Dallas Carpenter Contractors Of America 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear J.D.: The strongbacks on sealed Alpine Engineered Products, Inc. drawings for floors are not considered in the structural analysis of the floor trusses; therefore they do not act as support or bearing for floor trusses. However, to control vibration, strongbacks or other suitable load sharing bracing at approximately 10' O.C. is specified in TPI's Design Standard for Metal Plate Connected Wood Trusses. If you have any questions regarding this matter, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. WaAP=, P.E. Senior Chief Engineer WPF/kld N i I. L C " CONDITIONONITON t1A 1 1/2" 1 CONDITION "B" 1 1/2". F( •- CONDITION "C" MAXIMUM TRUSS BEARING CAPACITY CHART For Lumber Crushing) LOADS PERPE;JDICULAR TO GRAIN (*) LOADS PARALLEL 1O GRAIN (**1 I3.:A.. . ;:;.:..:•::: ;:::..::: Qikii?TOO T:C:::..:.:..:`.:.....:.:....I..... RN 1 R1 RI R1 Bearing Dense Bearing Dense 2 N 3 Width So. Pine So. Pine Width So. Pine So. Pine So. Pine L' 660 PS# 480 PSI L' 2000 PSI 1600 PSI 975 pi 112' 495# 360# 112' 1,275 n 314' 740# 540# 314' 1,900# 1,290# 7504 1' 990# 720# 1' 2,550# 1,7254 1,000# 1-1/2" 1,485# 1080# 1-112" 3,025# 2,500# 1,500# 2' 1,980# 1440# 2' 5,100# 3,450# 2,000# 2-1/2' 2,475# 1800# 2-112'' 6,375# 4,300# 2,500# 3' 2,970# 2160a 3" 7,650# 5,175# 3,000# 3-112" 3,465# 2520# 3-1/2' 8,925# 6,000# 3,500i# 5-112' 5,445# 39601t 5-1/2' 14,000# 9,085# 7-1/4' 7,17S# 5220# 7-114' 18,400# 12,500# Loads MAY NOT be increased for duration factor. Loads MAY be increased by appropriate duration factor. R1 REVISED FED 1 /22/92 WARNING: 8 1 TRUSS TRUSSES REou1RE IMPORTANT. ALPINE ENGINEERED RRODUCTS, NW, E%TREME CARE IN HANouNct ERECTION AND SHALL NOT BE. RESPONSIBIN LE FOR ANY DEVtAflON FROM THESE BRACING. SEE t M (BRACING WooO SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY TRUSSES COMM NTA AND RECOMMEN- ARTM BUp TRH TRU33 TPI. AaLPU1ECONNEG ORS ARE TONALSSPECIAL EPERM VENT BRACING ` MANUFACTURED FROM WO GAUGE GALVANIZED STEEL UNLESS AEOLNREMENTS.UNLESS OTHERWISE SHOWN, OTHERWISE SHOWN. MEETING REQUIREMENTS Of ASTM MIO TOP CHORD SNAIL BE LATERALLY BRACED GRADE A APPLY CONNECTORS TO BOTH FACES AT EACH JOW T WITH PROPERLY ATTACHED PLYWOOD SIiEA• I 3 ai(a ANO LOCATEASSHOWNBEARINONGWIDTHS ANE 1" NOMINAOR L THIN4 BOTTOM CHORD WITH RIOtO CEHINO - NAPPIICABLE PROV4tilON8Of H09• BT AigJB CONFORM NOT USEGTHIS DESFGNGWIITEH NE RETARDANT P. Finn, I.E. TREATED LUMBER NO. 72839 TPI -TRUSS PLATE INSTITUTE: NOS -NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. DESIGN CRIT. TPI TC LL: - - - - PSF TC DL: - - - PSF BC DL: - - - PSF TOT, TOT, t.D: - - -- P.SF 12 20 9U1. 161,668 VB UUR. FA - - SPACING - - - TYPE: BEARING CHART PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPLIFT 155 PLF BRG.LOC (FT): OVER CONTINUOUS SUPPORT UPLIFT BASED ON 10 PSF TOTAL DEAD LORD. (SBC WIND SPEED a lie MPH. MEAN HEIGHT A UP TO 313 T. ENCLOSED. FOR VERTICAL LESS THAN 4'0": 1.5X3 ALPINE, 13 HOODLOC. FOR VERTICALS GREATER TNRN 410": 2X4 ALPINE, 23 WOODLOC. SPLICE, PERK JOINT, AND HEEL JOINT PLATES TO MATCH C0MM014 TRUSS. ALL CHORD GRADES TO MATCH COMMON TRUSS. GABLE END IIILL SUPPORT THE T.ORO FROM 4'0" OUTLOOKERS WITH 2' 0" OVERHANG ( DROPPED HEEL GABLE) SPACED 211" D.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINRL HEEL GABLE). HORIZONTAL WIND LORDS MUST BE TRANSFERED INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING RHO ROOF SHEATHING DIRPHRRGM CONNECTIONS, AND AI I TRUSS TO WALL CONNECTIONS. 2XL1 OR GREATER h\\—! CHORDS STUD SPACING / BRACING MAXIMUM STUD LEIIC,TH WITH BRACE(S) R 1) 2XII SO. PINE 13 ST1e,H DEFLEC- TION CRITERIA NO BRACE 1 ) 2X4 L. BRACE A) 2 ) 2X'I L„ BRACE B) 1 ) 2X6 L" BRACE C) 2 ) 2X6 L" BRACE D> L/240 3' 10" 7' 7" 91 6" 12' 3" Ili, 0" 24" L/120 4' S" 7' 7" 10' 3" 12' 3" 111181 L/2'10 4' 1. 9.2. 10' 111, 16" L/ 120 5' 6" 9' 3" 12' B" I'll 0" 111, 0" OV RltANS D11AIL INCLUDES ^JiRUSSES Ai 2_ FASCIA' —1 7/16" MINIMUM APA RATED SHEAT111N0 3/+ INSTALLED MINI LONGJ.LADDER Mlilt' DIMENSION STEPS P 21' D.C. PERPENDICULAR TO 1-1.0.—L.- SUPPORTS. H/,.ADDER R2_ TT 2X4 WEBS -- 18.REFER TO GRADE, SPACING, 1AND BRACING INFORMATION 5 '+' _ CONTINUOUS BEARING P .T TYP - ALPINE YPI-95 0 1= c Cl Q c **IMPORTANT**"'Lbor`ut:i.DN u `;u:.` E= cm Q O[VIAIION Paoli INTO O111CN OA INt IE l ECIf ICAf10111. OA ANY I= [= CI C= FAILURE It aU110 ME IAUII IN [DNfDANNGI No'" Sol" 01 or" Q p Q Q ALIINI CONOW041 AST NADI Of 1144 GNLV. 01EEL AC[IIIIG ASIA ewt oa 0 INCEPT AI NOlin. MILT CONulcloal To INCH fact of Q f1LP I NE [_ E_ ,Ault ANo P1111 Olw[WIeL LSCAII0 0H THIS OCSIGH. 01IIIDN Q Q C[1wlC/OU fI1 DAAufK1 III. Itl t Uta•f. OUIGN elAN0AaD1 L 7 TRUSS [= I0"Fean V/N LICMLt AOVllfekl of 1101 L VI. AN INGINEIA,I Q IIAL aN /Nlt e1N111bG A LIAI IO I"[ cowabl"I DI Ic1I0 1.lal It on1, RHO [NAIL wof of AIt ILO WOO IN ANY OINIA NAY.. CD U C= O Q O .....I . A..,.. ., WE INRf. ITUf1. Nat . I/a% I G=-1 1 R31 NOTE : L/2110 a STANDARD BUILDING CODE REDUIREMENT FOR BRITTLE FINISH (STUCCO). L/128 A STANDARD BIIILOIIIG CODE REQUIREMENT FOR FLEXIBLE FINISH (SIDING). R) ( 1 ) 2X'I 13 SO. PINE "L" BRACE. ATTACH 111111 0. 126" DIAMETER X 3" NAILS 2" O.C. 114 END ZONES, 4" O.C. BETWEEN ZONES. 8) (2) 2X'1 113 SO. PINE "L" BRACES. ATTACH EACH W I TH 0. 128" OIAMETER X 3" NAILS 3" O.C. IN EHO ZONES, G" O.C. BETWEEN ZONES. C) ( I ) 2XG 12 N SO. PINE "L" BRACE. ATTACH IIITH 0.128" DIAMETER X 3" NAILS 2" O.C. III END ZONES; '1" D.C. BETWEEN ZONES. D) (2) 2X6 12 N 50. PINE "L" BRACES. ATTACH EACH WITH 0.128" DIAMETER X 3" NAILS 3" O.C. III E140 ZONES, 6" O.C. BETIIEEN ZONES. WARN I N GINDl` HAA"OLIMS. KAIC11D" AM I1ACING. Its Hll-11 01 Irl. tit 111I1 11te1LH tot 11001110""t. SPECIAL 14"A"Iwl ARACING AI 8011111.11118. UAt[ll ol"foullf I"olttlLO. t0/ AIDES (HALL It LAKRALLY ASACI0 Ill. MO U LY Af IACH[A /LY0000 IIQAIHING. 001RON CHORD NIIH INCOME A11ACH111 RIGID CIILING •• ltt AL/IkI IICNNICAL uf0A1t 1111illl fon INOI[A ATMs!& ArrLICAIID". fNAA1611 A Cory Or 1101 DESIGN to flu 1NUff /NICIIDH COHIIACIDR. pe, 3 ?004 Walter P. Finn, P.E. No. 228,39 L RA REV f"L_A 9-II-99 R2 AP REK W261/9G RI RtvisrJ RP 4/17/95 IIOT TO SCALE DESIGN EDAD / OUR. fAC CDa9111AlIDNs ICAAVIIVI 60 PSF 1.25 REF CABLE nATE OLI/ 1 7/9S nRu GE-002 CI _c1lc I_iwm D rnn nt n nom NOTE: SEE DRAWING GE-002 AND/OR GE-003 FOR LUMBER, PLATES R1 " ALPINE DESIGNED AT 24" O.C. FLUSH WITH GABLE END AND OTHER DATA NOT SHOWN HERE. Rq I AND TO MATCH TOPCHORD PITCH AS SHOWN. CONNECT TOP AND BOTTOM CHORD TOGETHER W/16d NAILS AT B-- O.C. AS INDICATED. BOTTOM CHORD MAY BE REMOVED AND STUDS ATTACHED TO FACE OF BOTTOM CHORD OF TRUSS (14) BEHIND W/2-16d NAILS EACH. + NAII-S AT 8" O.C. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ALTERNATE LOADING: UPLIFT 100 PLF TC LL 20.0 PSi- BRG LOC AT CONTINUOUS SUPPORT TC DL 20.0 PSFI UPLIFT BASED ON 25 PSF TOTAL DEAD LOAD. WIND SPEED=120 MPII. MEAN BC DL R3 10.0 ps HGT=O TO 30 FT. ENCLOSED. (SO. FBC) R2 TOT.LD 50,0 PSF DUR. FAC. 1.25 A RIGID CEILING OR CONTINUOUS. LATERAL BRACING AT 24" O.C. MUST SPACING 24.0" BE PROPERLY ATTACIIED TO THE BOTTOM CIIORD. R2 xx BOTTOM CHORDS OF ATTACHED'SCISSbR TRUSS TO BE LATERALLY THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE ROOF AND CEILING DIAPHRAGMS. GABLE END SHEAR WALLS, AND DESIGNED AND FURNISHED BY OTHERS. R4 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS p1T ABL S LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. RI, SYM @ _ REFER TO DRAWING GE-001. GE-002. OR B76,719 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 STA 4DARD CAStE I I RESPONSIBILITY OF THE BUILDING DESIGNER. RS END -rRuss/-- 1='-=1 I I I I I I I I `ram % I -T 12 VARIES I VARIES REV FLA 9-H-9$ R 2 R4-22 13 CONTINUOUS SUPPORT X Rq REV.TLb V4194 RI REVISED FED 2/ 25/92 11Z3 AP REV, 2I2.I 14. REV. FED 9-1B-9 L ( VARIES) — -- REV FED 8/2 19PLATE TYPE --ALPINE TPI-95 FURNISH 11 COPY OF THIS DESIGN TO ERECTION CONTRIICTDR RIaV • I-'I;D s 12/27/$E - o.z58D IMPORTANT FLPtW ENGINEERED PRDIMICTS, INC. TRUSSES REDIIBE EXTREME CNE DESIGN CRIT TPI REF - Ca [ C7 [= a Imo * Ifi' SNFiIL NDi 8E RESPONSINM.E FI)iH ITN' WARNING in IOMIOLING, ERECTION I" I= ATRIUMS DEVIATION FRO) THESE SPECIFICATIONS DR FtNY DEVI13FICII FRIMt IIWIN;.SEE 11111-916WMING VOW TRUSSES: TC LL 3D. 0 PSF DATE 12 13/ B THIS DESIGN OR RHY FRTLURE TO BUILD THE TK5S IN CDWIWMW:E COMIENTRRY FM RECCMMENk7TIDNS-.TPI). SEEVIHI TIE `OIIFM.ITf CONTROL DkRAL' BY tPl. RLP)HE CDtaIEC10NS (HIS DESIGN FOR FIX)ITIIWIL SPECTRA. PEN)Il- TC DL 15. 0 PSF DRUG 1,155,549 FIRE MfafFICTIAED FROM 20 GAJGE wiLVRHIZEO STEEL UNLESS. NENT BROCING REDUHILMENIS. UIIIESS OIHERNISE BC DL 10.0 PSF FL-ENG FED OOTHERWISE SHOWN, MEETING REDIINEAENIS O HSIN FP148 GRACE R. SHOWN, TOP Cl UIU E.HHIL BEI.AIERWI-1 BRFCEOAPPLY COIMECTORS TDBOTHF'H:ESRT EWH .JOINT"LOCHTE HIS Yllll PROPERLY HI7RL'EED FI.YVODD SIIEown EB 1 3 Zgoj TDT.LD. 55.D PSF O/R LEN. SEE ABOVE SHDYIR. BERRING VIDTHS ROE 4' NOIINT_ UNLESS OTHERWISE SIOiN. BDITCM CHORD WITN RIGIDCEILING ORBRi [ IOESICN STPoWRRDSCOFBRItW:TH FIRPLICABLE PREVISIONS DF R5 SPECIFIED ON DESIGN, DO Not USE It1iS WalterP.FITIn,P.E. OUR.FRC. 1.33 PITCH SEE ABOVE Ns FIND - TPI (PCT). DESIGN 91111 FIRE REIMOM)I 7RERREU LNRMIER. SPACING 2 { D' TYPE GABLE a oaI= a o 1`70.22$39 I. TPI - TRUSS PLR(E ItSI1TUTE, MIS - tAtIOWL UESIGN SPECIFICATION FOR YTJOD COISTRUC7HIN axsc=====____________=====aaaccaaxas NOTE: ---SEE APPROPRIATE ALPINE DRAWING FOR LUMBER, PLATES AND a (STUD MUST BE ATTACHED TO 'TOP AND BOT CHORDS ONLY) _ OTHEH DATA NOT SHOWN HERE. a GABLE STUD SPACING 14AXIMUM LENGTH = xr,ABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH = 2X4 SO. PINE #t3 24" O.C. 3'-11' 4'-5" 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE CHART FOR = 2X4 SO. PINE #13 12" O.C. 4'-l0' SPACING OF GABLE STUDS. (++) aaaacxaasassmaaaaaassaaaassaaasaxsasasasa:cssaa=aaaacsaxxma x* 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD. _______________________ DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES a ** (STUDT" MUST BE ATTACHED TO CHORDS AND DIAGONAL) OR 24 WOODLOC PLATES. ALL ** GABLE STUDS REQUIRE __ "T" BRACE REQUIREDTOGABLESTUD SPACING MAXIMUM LENGTH a BRACING. "T" BRACING MUST BE TOENAILED 4" O.C.-PLUS A CLUSTER OF 16D TOENAILS = 2X4 a 16" O.C. 7'3'„ m WITH 10D NAILS AT S0. AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. m 2X4 SO. PINE #13 PINE 63 12" O.C. 6'-0" a SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. 2X6 SO. PINE *2N 24" O.C. 10'-3" _ PLATE AS REODUIRED ON APPROIAT9 ALPINE DRAWING. PLYWOOD a 2X6 SO. 2X6 SO. PINE #2N PINE #R2N 16" O.C. 11'-8" _ 12" O.C. 12'-1O" m sac axacaaaSHE=:: 2e c ax s a x a m c c s aa m a a s saa s ass as a sass a seas a s s ma a a s TRUSS HAS BEEN DESIGNED FOR 110 MPH WIND SPEED, ENCLOSED BUILDING,. 4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE 30.0' MAXIMUM MEAN HEIGHT, TOENAILS FOR PERMANENT WEB BRACING. WHEN STANDARD BUILDING CODE. SIDE 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 200 PSF SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN TC OL 10..0 PSFBOTDLD GABLE TO THE FLOOR & ROOF SHEATHING DIA- 50.0 PSF END PHRAMS. CONNECTIONS & DESIGN OF THESE DUR. FAC. 1.25 SPACING 24.0 TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. &I VARIES 2x4 "T" 2x6 T 4) 16D BOTTOM BRACEBRACE CEILING TOENAILS VIEW GABLE STUD (4) 16D TRULOX NAILS: 0.1205"X1.375' GABLE STUD SPACINGTRULOXNAILSOREQUAL. (4) - TOENAT,j S OD NAILS PER MEMBER ARE REQUIRED REV. WLB 10-6-93t1ONEACHFACEOFEACHPLY. SEE N 2'1 o.C• MAX. SEE ABOVE 0 H. , 4) 16D TOY OR BOTTOM REV. CLR 12-8-93 DRWG.' 142 FOR TRULOX INFORMATION. TOENAILS CHORD OR -GABLE REV,CLGIO/10/81'. TRUSS REV. CLG 9/15/89 SPAN REQUIRED OF GABLE REV. CLR 5-3-96 REV. CLG 8/29/89 lx3 A,P *}7+{ }pT}( g OR 13 WOODLOC FUANIS rACOPE pSEDISOUESIGNTTO EREC IOF COGPITRACTOR S SCALE 0.3750 PLT. TYPE ALAI C IP1-77 c. 7tYp5 x1E51ELVIREEXTNEMEL• ItAWWARNING DESIGN CHIT TPI REF STUDDED x*IMPORTANT** LENOTTBERESPEMSIOLE FOR IN %Uau"g. ERECTION AM TC LL 30.0PSF DATE 08 0%89pDEVIATIONFPO"TNESE SPECIFIC•Tlus OAMCIOEVIAT1a1 wuclw. 1#1$-9 a—c'm WOOD "AuL%B" FAILurE TO WILD TIIE TRNSS IN COWOM"NM CW ENTARY AND TECpNENOATIDN$-"TP71. E TC DL 1S.0 PSF DRwG 876,719TNlioE67RJDRAHYMIT" THE-00ALITY SIARDATIO 05100' BT TPI. ALPINE WNNtCTOm TID$ DE61CN FOR AODIT70%AI $PEtIAL PE3• NE SAM GALVANIZEDSTEEL INLESC NO" BRACING'"'JIT"El"S. L#LES50 BC DL 10.O PSF HC-ENG CLGHAmNAtTUNEDFRWNZD OBEPon%EEnNGHEWn1TENETS OF AST% AUB GRADE A. PV^ TOP MW $HALL BE LATERALLT 00 TOBOT" FALESATEANMIJOINT .No LOCATE AS W7fN P1iOHE0.Y ATTApED q TW000 SHEAAOIN- 1I10TOT.LO. E9r.--.SHOM.NEARINGNIDT"SARE 55.0 i SF 0/A LEN. VARIES APPLY CpfECTOR6 DO NOTuGE TNIS PITCH VARIESA, NONIMAL WNLESS OTHERNTEE SWNN.j MTTDH CWD WITH RISID CEILTND OR Walter P. F P.E. DUR.FAC. 1.33 OESISH STANNDAP05 COW" WITH APPLICABLE PWVISIPai OF AS SPECIFIED WN DESIGN. AHD NIPI WCT1. DE616%MI T%F;HIE IETANaDAHT TREATED LUNDER. 1V0. 22839 SPACING SEE ABOVE TYPE COMMONBIOS L7 C= C= C= "—TPT T,XW PLATE 111011nnE. UATI{MKI. OEAIGN 9P[CIFIGT7pN FOP MOOD CON97PI1CT70N A unul f tl" OY I n<C 141 R IIIf.IALF. Ut1AIL • IYVILAL III 1'JALK/K I NUJALK TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SBC UPLIFT CHART 14EAN LIE IGII_T- WIND SPEED DEAD LOAD LOCATION 0.0' 9.83' 30 - Do - 10 320L 3701 _ 30 t00 15 2504 1 270# 30 110 10 4808 540E_ 30 110 15 33Of 3299 ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. 4 , ASCE 7-93 MEAN WIND NEIGH_T_ SPEED UPLIFT CHART DEAD LOAD LOCATION 0.0' 9.83' 30 110 10 6001_ 600j1 ENCLOSED BUILDING, 1-1.05, EXP, - C 1111. 1j"ta 1'I91 l'Altl 11 1N'III 4urn-u 11N Inr•.. II ...... .. .. .. .... .. .. .......1 _-........-. - HIPJACK SUPPORTS 7- 0. 0 SETBACK JACKS WITH 110 WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL. LOAD. IN LIEU OF BEARING WALL, PROVIDE 3.160 TOENAILS OR PROVIDE A HANGER ON BOTTOM CHORD FOR 819q. RI 1 W3z4(Al) _ 1---2.9-15---J 9.10-1 R-695 W-2.00' MINIMUM PLT TYP. Wave TPI-95 Design Criteria: TPI(S1 IIARNING•• IAUS$f$ 210041 IILAINI CA4I IN IAI41CAIIDN, NANDIIYL. SNIPPIYL. IYSIA1114G Atli YA AC iIt, YIIIN ill YIN '/1 ("A", INL 14SIAtI lYG At YNALIYL). 1YY1114111 0 1P1 lINY55 PI A11 14S111Y11. SY) U'u4u1414 UA., SYlil 100, NADISY4. YI " . ), 1U4 SAlllt h1ACIIIIS PAIUIf IU P(41DANIYG 141 SI IY4CIIUNS YNII SS OI NI 4Y151 IYDI CAII D, LOP CIILNU 1AA11 AAII P1.111I1 AI IAC010 SIA YCIYA AI hAAII S, YUIIUN CNUYI) SNAIL NANI A fMUr1 All 411ACNI I) 11LI11 CI II IYG. INPORIANI•• IU10111 A COIL UI 1NIS UISIL4 10 1", IYSIAIIA11D4 .111ACIUR. A111Y1 IYLIY1111U PRODULIS, INC. SYAII NOI 01 RISIUN51111 IOR AYI 0111 AIION IAON IA" OISILN; ANI MIAAI 10 111110 IN( IAUSSIS If COYILINA4C1 Y11Y IPI: 04 IAORICAI IYG. YAUD11NL, SNIPPING, INSIAal W AND ALPINE 44AC1N1 Of 1AYSS11. INIS 015114 (8410/N5 N11N A N ICA1l( PROVISIONS Of YDS INAIIONAI O[SIGN SPICIIIC4I144 Post$SAID All INI ANINICAN IYAISI AND PAPIA ASSUCIAIIUN) ANY III. AIPINI CU441CIOAS A4l HAD[ UI tOGA ASIN AU51 LA/0 Gt$P. Mll. IICIPI AS AOfIO, APPII CUAN(CIOAS 10 ACM fACI Uf IRYSS, AAU Yq lSi YI"IAYI SI IOC AIID 04 ItlIS UISIL4. PUSIIION CONNI CIONS Pis DNANIYLS ILO A 1. INI 5(1I UN I.IS 111AY146 INDICAIIS ACCIPIANLI Of PAUI(SSIo11A1 IYDINIIAIN4 Alpinc CI16i11CerCd Prol11KIs, 111c. 41S 04S IY 11111 $01111 log In( I4u SS CUNhONINI DISILN SOUYN. INI SUIIANI1111 AND US( Of INIS il4nua ('ily,}I. 3I1Na CONh0NLN1 IOA ANI PA411CYIAs OUIIDINL IS 141 AtSP04SUIIlif Of lot YUItOING 01f1L 14, PIA A1S1/1 1 1b9S SI CIIDI 1. Oa p . FE6 ' 1 3 2009 Wafter P. Finn, P.E. No. 22839 TOP NAIL. BEARING BOTTOM NAIL BEARING ALTERNATE HEARING WALL. R- 819y W-2.00- MINIMUM R1 AP 11/1B/99 F1. 1O 3 R - Scale —.375" Ft. TC LI. 30 OR TC DL 15 OR nC DL BC 1.1- TOT. I.D. 55 OR 20 20 10 0 50 PSF PSF PSF PSF PSF REF '" RO81--40960 DATE 03/17/99_li DRW Nl:Usl[mll 9IM/1)(101 HC- ENG JWC/AP SEQN - 16212 UR. FAC. 1.33 OR 1.25 1 FROM SFP r• PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 2500 200# BRG LOC: 0.00 7.00 R i Q100MPHWIND. 30.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG WIND TOTAL DL -10.0 PSF. 00t7: 0AMI-) U. OAUK i TOP CHOAP 2X4 SO. PINE 112 11 Olt 2x6 /2 11 OOT CHOR:1 2X-I St). PIXIE #2 11 R1 NOTE: FOR 1'D" AND 3'0" JACK ALL LUMBER MAY BE 03 SO. PINE. g,4. ALL PLATES ARE TO IBCENTERED ON THE JOINT, LEFT TO RIGHT AND 1OP TO IIUTTOM, FXCE13T WHEN LDCATED BY CI)1CLE Oil DIMENSION. SFE DRAWING 130 1=OR "PLATE LOCATIONS ON TYPICAL JOINT'S." ALL NAILS SIIFI:IFIEO ARE COMMON VIIRE NAILS. NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PROVIDE ( 3) -16D TOE -NAILS OR (3) -16D (0. 128"X3.0") GUN PROVIDENAILS AT(24P16D TOENAILS OR"(2)-16D (0.128"X3.0") GUN Ri5 NAILS AT BOTTOM CHORD. PROVIDE tJl'1A l'CONNECIIONSA'fBrWt1NGSASINDICATED ul' LII r : 4IZO# 280p . BRG LOC: 0_0-0 7-0-0 HPLIV I• fIASED ON 10 l'SF''O'!'AL DI AD LOAD. WiND Sill- -I"D= R5 I It) MI'i 1. MEAN 1 II?IGl ri'=301. I'. ENCLOSED (SliO Rio PROVIDE tll'1,ll- l' CONNH(711ONS A71' IIIWt1NGS AS INDI(W I'I J'D. tMI- 11" I' : 300tt 2509. iIRG 1.,0C:: - UI' 1,11f l' DASM) ON 15 PSI 1 OTALDr?ADLOAD. WiND Sl'I r3D= 110Mill I. MRANI113-101-rl'm30 171'. PNCLO,SL•D. S1iC) 2-TIIRU 8.00 j' R4 R7 lk I o NOTE: JACKS UP TO AND INCLUDING 4"0" SPAN MAY HAVE AN B" CANTILEVER AT LEFT END. RB NOTE: 2X4 13 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM 0-0111) DRACTNG B 24" MAX. O.C. IIEl1UTRED. AITACII WCTl1 2-ibd NAILS BRACING IS NOT REQUIRED IF A IIIGID CEIi_TNG IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIL•D•AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPOPT BY ERECTION CONTRACTOR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 200/ 2000 BRG LOC: 0.00 7.00 R 10 00 MPH WIND, 30.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG WIND TOTAL DL -15.0 PSF. 5-0 7 1 1 1 2- O_0_ 1-0-0 TIIRU 1---- 7- 0-i1 OVLR 2 .vIf'f1Unrs --c--' R 553r Wa 2FIMIN. Rn353/1 W 21IMIN. P.II PLT TYP WAVE TPT - 95 0Q.) FURNISH A COPY OF 7I'115 DE51G;1 TO ERECTION CONTRACTOR Q11 N.PuIE LIAIIIALIN'.0 WNNNL'19, IIC. IIIU,tr :t q.l%I% LYfnew tAREi r: i 1 E_l r_I . _I XX I MPORTANTX I( s114.I N111 N wsp111Ls/ule Fm NIY WARNING NG 1NIwr.:INi, hICllall AM I _I t_3 r. r-1 cam/ XVIAllm/ rO:AM 11ESE 5KCIFICA1110r; m ANY IIEVIAI/NI FAW al.CIIAELUE HIB-%o"u:I•s wrNl IIN/s s 1 c- r r=l IN19 I*1..Ifr7 00 AAIY FAIIANtE IN w/ILN VIA; INUSN IN C1N!`/NNIANCE. Cl%AA:I#IAAY Nw fL•.r.A IN1AlIL: Ar•.IN11 . 4EE+ - L'1 G7 C) C_I Will) lilt "IN Ill SIAW.IA/Y1NSIUN' BY Wl. ALPIIIE CCIOLOWS 1111E UESICN F011 AW1110NAL S1'`.Nkt. Y•:INI 1 C_ 1 E73 r=1 A/i MAWSACIN1IE0 FINM 20 GAIIGE GALYANI'lEN SILEL IYLEM 110H NI/Arllq MULIllikJAI IN. UAIfiG L1116I%•I.. f=-1 ALPIN r--1 8111ti'iw1Ul: U1NNtl1. Nr.1111Y1 Iti'./N111ti NrNIB Iti ASIN Ar4G MWX A. SI ENAL UP CIYIINI SILIi I. IN: MIOb.IY 1•N 1 _1 - AIYM1Y UNAAC18IV; IN 1111111 IA13 r, AI EAI:11 .Milli) AIA1 11%.AIL' AN NI111 1•INN7:II.Y AIIA111`.N 11.1111NN1 9I A11117M1, ' (:8 I 2Q44 1: '1 S E.-I tJ1IMNl. IN:A If, Ni11110 AIK A• INIIIINM INN I. U.1 011ti1111ful S10, INII IIIH 1:1 MYNI NI111 N111III /:1. 11.11NI Iti1 INI r.11Ni TRUSSIN; NUII ul.IN1A1114' I:INN'IYNI 111111 AI-IN.II:AINE 1-,NIVIs$IYLi BF AS l.li•I:II1111lYl IL'llrl. Itil 1ti11 I&L, 11111. Walter P. Finn, P.E. 1 CL. 1-.1 .$till No -1P1 11,01. Iif S1011 IInII F11% fit IAUTAM UAI AIIN It"ll 11. fl I•. - I r-. 1-1 1-_l I'-., - --___._._. .._.._.__....._. _._._ No. 22839 fill •- 110A0114 All' Ilrlll hill fAAI • NAI 11NIN II 011011N14.11 11,411111 IINI IANNI 1'I81,1IINN IIINI I---- ... ALTERNATE LOADING: TC LL 20.0 PSF TC DL 20.0 PSF BC DL 10.0 PSF TOT.LD50. 0 PSF z4. SPACING 24. 0" R t4 AP lam s-r2- 98 RIB KLj V$ 3 -Il -q8 Q12 Rej U 2.26-98 R11 in-V AV If 16197 Itlo Rssu FLA to-2z-57 R9 REv. refs` 7113194 Re AP RF- 4 / 1A r Q7 Q,pea.', R/. AP R[ V L r.4 q4 it,5; Awl, id lv,6 R4 REVISED TC£ 4/12/93 R3 REVISED FED 12/4/92 15 RI REVISED 1' ED 2/4/92 R2 REVISED WLB 12/3/92 REVISED VIPF 1/ 11/9 6 REV FED 12/7/90 Ilf_V 15. 3.2 SCALE = 0.5000 JOB) JOE SY42 WALL TOP CHORD 4X2 SO. PINE 5CLP*.GRADC COART R BOT CHORD 4X2 So. PINE)C- WEBS 4X2 So. PINE *3 IWI-( 2)4X2 SO. PINE #3 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWING A15ff FOR TYPICAL PLATE LOCATIONS. CHORD GRADE SO. PINE VERTICALS SPACING PLF DOWN UPilF R' 1 DENSE _ I DENSE 1 DENSE 24"--- 16 " 12" 529 RI 11-10 2089 2aD 93440 780 2 2 N 2. N 1616," 12" RI 803 1420 93300 540 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TOREVIEWTHISDRAWINGPRIORTOCUTTINGLUMBERTOVERIFYTHE ARCHITECTURAL/PLANSUSING $£CIFICATIONSSD AND FABRICATOR'S TO TRUSS LAYOUT. DIAGONAL WEB IS NOT RE;7UIRED ONLY. IF ;9'.' PLYWOOD IS. ATTACHED TO ONE FACE WITH NAILS'...PER CODE THROUGHOUT CHORDS -AND VERTICALS. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT Ser T/}SLP ABovr BRG LOC Z:aNTXNdovs 9EA)EFA16, UPLIFT BASED ON 17 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=15 FT. ENCLOSED. (SBC) MULTI -VERTICAL WEBS REQUIRED DIRECTLY UNDER A CONCENTRATED LOAD LOCATED ON TOP OF STUDWALL. 2) VERTICALS q3 SOPINE (3X4 ALPINE PLATE EACH END) FOR CONCENTRATED LOAD OF 4000# TO 5000q. 3) VERTICAL 3 SO PINR5 3X5 ALPINE PLATE EACH END) FOR CONCENTRATED 24.0" TYP. MAX. T 1-G-0 TO Z-0-0 3X5 I 1.5X4TYP SEE ABOVE) W=3X4 FT1 Cooc, LOAD LoCATI00 ( SEE A A) X* 3X5 W, 1- G-o To 2-0-0124 -TGF Z121 ,14" R2REVISEDFEDCONTINUOUS SUPPORT 3X4 2X4 q/7/92 1.5. R1 W= 3X4 REVISED FED 1/22/92 P3 ze, w,d llyz/f3 LENGTH AS REQUI1tED 'S V,a 4EV. o,?8-94 REV. FED. 10/21/89 LATE TYPE--RLPINE TPI- 95 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR SCALE - O.SODD LR ILPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE - p L p p [= C7 * * I MPDRT RNT * * SH)LL NDTBE RESPONSIBLE FDA ANY W RRN I N GIN HANDLING, EREC71DW R1D p pkU OEVIATION FROM THESE SPECIFICATIONS OR ANY. DEVIATION FROM BRACING.SEE 1118-9) BRFEiNG RDDO TRUSSES p pTHISDESIGN OR ANY FRILURE TD BUILD TOE TRUSS IN CDI€ORTTYJCE COMIIETiTART f,tp REC TIDNS-67P1). SEE MR o WITHTie-WAL[ TY CONTROL rFUJRL' BY TPI. ALPbE CONNECTORS. THSS 61GN FOdi HDD)TI SPECIR. PER WE I ARE nl"RCTLREO FROM 20 GAU6E GILYRNIZEO STEEL U>LESS TENT BRIEiNG REDUIREtIENTS. IRAESS OTHERWISE OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTn A446 GRADE A. SHOWN, TDP CHm1D VWLL BE LR7ErWLLY BRrIC£D APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LDCRTE AS V17H PROPERLY ATTACHED PLYW000 SHEATHING,SQWN.BEARING W101,.S ARE 4• NOMIKK uNLEvS OTHERWISE SOWN. BDITDII CIBRA WIT11 RIGID CEILING OR DRACIpDESIGNSTAIMOS CONFDRA W1r)1 rPPLICTWNLEPROVISIONSOFASSPECIFIEDDUIDESIGN. OD DAT E TtI=..m R)D TPIIPC1). DESIGN RI1H FIRE RETARDANT TREATED LIME O r= p I= o p ..-TP) - IRISS PLRIE INSTTTUI£, IDS - NATII%W1. DESIGN SPECIFICATION FOR WOAD CDNSTRiETION X4 3X4 1.5X4 TYP DUR. 40. D PSF DATE 0E/ B/Bt 10.0 PSF DRUG 1 153 783 5.0 PSF FL- ENG FED k8 l TOT. 55. 0 PSF 0/R LEN. alterP.Firm,P.E. RC. 1.00 DEPTH 1B.0No.22839 NG SEE ABOVEITYPESY42-GR1 TRULOX INFORMATION DETAIL NOTE: Trulox plate size and number of nails (N) are to be specified on Alpine designs referencing this drawing. NOTE: Trulox plates are required on both faces. N) = Total number of nails on each face. NAILS: 0.131"xl.375" scotch nails or equal as specified in Alpine -designed drawing. No nails are to be driven into this area. Single cut web ------ 1" TYPICAL PANEL POINT, NOT SPLICE DETAIL Chord Trulox plate as specified Double cut web N) Double Cut web-7 11 Single cut web j l to N) TYPICAL PANEL POINT, SPLICE j DETAIL (N) (N) Chord I Top Trulox plate j 1ttChordasspecifiedTruloxplate as specified lot Bottom (N) TYPICAL TYPICAL INNER Chord HEEL EN) PANEL SPLICE **IDETAIL DETAIL :( N]) 1" 1" ZTruss member -+ —--- s IMPORTANT**ALPINE ENGINEERED PRODUCTS, INC. WARNING"'SES REWIRE EXTREME CARE 0 0 0 0 o c SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND REPINE ENGINEEIIED rRODUCTS INC. OATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI8-91 BY TPI. SEE ?HIS DESIGN (T y APR O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS788 BY 1PI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE P.D. ODX LLC 5 G ALPINE CONNECTORS APE MADE OF 206A GALV. STEEL MEETING ASTW OUIREHENTS. UNLESS OTHERWISE INDICATED. TOP POMPRNO QERCII1 FLOR I DR 33001 G A446 GA B EXCEPT AS NOTED. APPLY CONEC70PS TO EACH FACE DF CHORD SWELL BE LATERALLY BRACED WITH PROPER IRAs AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM WORD EB 1 3 ZM 305-701-3333 O CONNECTORS PER DRAWINGS 130. 150 A 1604-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T G CONFORM W/APPLICABLE PROVISIONS OF ADS C TPI. AN ENOINEER'S ALPINE TECHNICAL UPDATE 17/1/811 FOR PROPER tcrP,.. Finn, P.E. DRAWING #142GSEALONTHISDRAWINGAPPLIESTOTHECOMPONENTDEPICTEDHEREDRYWALLAPPLICATION, FURIIISH A COPY OF THIS No. 22839INONLY, AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO TIF TRUSS ERECTION CONTRACTOR. OrOGCGGC .__IP+ lW755 PLATE N611TUiE. tDs fuRt NATIONAL DESIGN SPECIFfu 110n FOR XOfiR CONSTRUCTION PAGE 16 o nI.C.CinMC\ CIIQMTTTCII nY TRIICC MFR Z53b4-7H4/ICUb e059A,5 - TII TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP #2 N: WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, 3-0 5" Typ 27.75" REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W06 =_ W4X4 - W2X4 III W4X4 - W4X6 - 1 0-7-0 W2X4 III W2X4(R)(OL) - W2X4(R) W2X4 (R) (OL) T 1-4-0 0-10-8 8- 0-0 1 C. 19-6-12 Over 2 Supports I R- 1068 W-8" R-1059 W-3.5" W— W3X4 Note: All Plates Are W3X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5f QTY:8 HI 1 - R - Scale —.375" Ft. 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 08 1-- 6 5 5 2 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPT (TRUSS PLATE INSTITUTE, SN I' ONOFRIO DR.. SUITE 200. MAD ISol, Wt 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED T CD L 10.0 P SF DATE 0 5 / 2 1 / 0 2 STRUCTURAL PANELS. BOTTOM CHORD SHALL MAY. A PROPERLY ATTACHED RIGID CEILING. U 1 IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5 .0 PSF D R W HCUSR081 02141105 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYUT ION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WIT" TPI; OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND BC L L 0.0 P Sf H C - E N G / JW C ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Mn nI CZ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FEU `3 LUW EACHCONK• FACES SOFRTRUSS• ANDAE MADOF2UNLESSTOTHERWISEALOCATEDONETHIS• DESIGN. POSITION CONNECTORSN PERXCEPT ASNOTED. APPLY CONECTORS TO Walter P. t'ftm, P.E. TOT. LD. 55.0 PSF SEQN - 3O180 DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING / D U R . FAC . I . DO FROM P F HAlpine Fngimeied Prodnc* Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NO. 22839 Planes iCity FL33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24 . 0 " FL. Certificate of AuthonzaUon # 567ANSI/TPI 1 1995 SECTION 2. n-ITcn Tun,IT r, AAnC 9. nTUVkKTnMC\ CHGMTTTFTT RY TRIKC MFR keDDOq--ll4)RVD LLo7R,D - rIf) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP #2 N: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 19.44 BC From 10 PLF at 0.00 to 10 PLF at 19.56 TC 510 LB Conc. Load at 18.52 5" Typ. W1X4(R) = W4X4 1144X6 = 0-7-0 W1X4 (R) WLIAD W2X4 Ill REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 27.75" 3-0 0 ^ W1X4 III W5X5 W04 - W4X6 - W5X8 - W1X4(R) = 1-4-0 0-10-8 19-6-12 Over 2 Supports R-1089 W=8" — R-1548 W=3.5" Ow=w3X4 - f) Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5f OTY:1 HI 1 R - Scale =.375" Ft. 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-- 6 5 5 2 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INST II VIE. 583 D'ONOFR IO OR., SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC D L 10. 0 P SF DATE 0 5/ 2 1/ 0 2 STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 5. 0 PSF D RW HCUSR081 02141104 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WIiM TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t B C L L 0.0 P S F HC E N G JWC SPECIFICATION PUBLISHED BY THE AMERICAA FOREST AXD PAPER ASSOCIATION) AND TPI, ALPINE F E 3 2 04 CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 TOT . L D . 55. 0 P S F SE ON - 30186 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P0517'04 CONNECTORS PER Walter P. FLCA1, P.E. DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1 . 00 FROM P F H Alpine Engineered PTOduets,IRO. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS No. 22 339 Haines City, FL 33W COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING S E E ABOVEFLCeniIcateofAuthonzationN5671ANSI/TPI 1.1995 SECTION 2. ml r 1 nenC o nTUCUCTnAICT CIIRMTTTGn RY TRIICC MFR L5 b4-5TT4 /N.Ub LLi37A,U - r 13j TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 20" 3-11-4 7-10- 5" Typ. W1X4 (R) W3X4 = W1X4 M W3X4 = W4X6 g44X6 = T T 0-7-0 1-4-0 1-4-0 F *8-0-0 W3X4 = W1X4 kll W3X4 = W4X6 = W2X4 III W1X4(R) W4X6 W2X4 III 18-5-12 Over 2 Supports R=1023 W=7.25" R=1009 (J) TT v Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5f QTY:1 HI 1 R - Scale —.375" Ft. YARNING"• T0. USSfS REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 4 0. 0 P SF R E F R 0 8 1-- 6 5 5 1 8 BRACI MG. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58' D'ONOFRIO DR., SUITE 200. MA01 SON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION$. UNLESS OTHERWISE IXDIUiED, TOP CHORD SHALL xAYE PROPERLY ATTACHED TC D L 1 0.0 PSF DATE 0 5 2 1 0 2 SINK TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. pIMPORTANT;* FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC D L 5 . 0 PSF D R W HC USR081 02141107 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 p 1BUILDTHETRUSSESINCONFORMANCEWITHTPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B C L L 0.0 PSFF H C - E N G / UW C ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN E13 n nOI SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP i. ALPINE Y L J 0 • CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. TED. APPLY CONNEC10R5 10 T0 T , L D , 55.0 P S F SE Q N - 30207 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER walta P. Fum, P.E. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OU R . F AC . 1.00 FROM P F H AIP111C EII1000Bd PTOdllt.{S, 1T1C. 0.E SPONSIB IIl TY SOLELY FOR THE TA USS COMPONENT DE SIGH SHON M. THE SUITABILITY AND USE OF THIS No.22839HainesaFL33844COMPONENTFORANYPARTICUIAABUILDINGISTHERESPONSlB1LIiYOfTHEBUILDiNGDESIGNER. PER SPACING 24. 0 " FLCeatificartofAlMhori2ation#56-7 ANSI/ TP1 1 1995 SECTION-2- TMIC nur, PRFPARFn FROM COMPUTER INPUT (LOADS K DIMENSIONS) SUBMITTED BY TRUSS MFR. tY5304-51`141KUD 46071+,D - rlvj TOP CHORD 4x2 SP 2400f-2.OE :T2 4x2 SP #1 Dense: BOT CHORD 4x2 SP 2400f-2.OE :B1 4x2 SP #1 Dense: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 22.85 BC From 10 PLF at 0.00 to 10 PLF at 22.98 TC 510 LB Conc. Load at 18.63 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-5-4 1Typ . 1- W1X4( R) - W4X6 = W4X4 W3X4 = W2.5X4 0- 7-0 B] W4X6 W4X4 - W3X4 W1X4( R) = W4X8 = W2X4 III W1X4 III 24. 5' REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.63" DL: 0.24" RECOMMENDED CAMBER 3/8' DEFLECTION MEETS L/3&0 LIVE AND L/240 TOTAL LOAD. 4 , 10- 6-0- W04 III 141X4 (R) W2. 5X4 W2. 5X4 = W3X4 = W4X8 = W5X8 - W1X4 Ill W2. 5X4 = W— W3X4 22- 11-12 Over 2 Support R- 1352 4=VSAY'10 = WaHS2512 = PLT TYP. Hi h Stren th,Wave TPI-95 Design Criteria: TPI STD YARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICA11UN, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MAD150Y, NI 5311.1). FOR SAFEIY PRACTICES PRIOR TO P ERFOR:MING THESE FUNCTIONS. ON OT HERNI ISINDICA IED. 10D CHORD SHALL HAVE PROPERLY ATTACHED SIR UC TURALPANELS, BOTTOM CHORD SHALL HAVE A PROP(RtY ATTACHED RIGID CEILING. IMPORTANT** FUR NISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS 1NATIONAL DESIGN SPECIFICATION PUBLISHED BY IRE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERY ISE LOCATED OM THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE Of THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authoci23ti0n#567 ANSI/TP1 1-1996 SECTION Z. L T 0- 10-8 . 1- 4-0 T T 0 0 W3X4 - W4X12 - W5X8 =- W2. 5X4 = R= 1661 (J) 19. 5f OTY:1 HI 1 R - TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF FEA3 2004BC LL 0.0 PSF FE 3 TOT.LD. 55.0 PSF Walt& P. Fiw, P.E. No. 22839 DJR.FAC. 1.00 SPACING SEE ABOVE Scale-. 3125"/Ft. REF R081--65517 DATE 05/21/02 DR W HCUSROBi 02141106 HC- ENG /JWC SEON - 30204 FROM PFH n ,T — 4 of uCNC A.c CIIDMTTTrn AV TDII(ZC MFR c:)Do,4--3nv/Ruo 4C67A,o - rIo) 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 LIVE AND L/240 TOTAL LOAD. 10-5-4 1' Typ. i W1X4 (R) 0-7-0 24.5" REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.54" DL: 0.20" RECOMMENDED CAMBER 3/8" IN LIEU OF RIGID CEI1•ING USE PURLINS: TO BRACE BC @ 24' OC ' TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. , 0-6 J W1X4(R) = W4X6 = W3X4 = W3X4 = W4X6 - W06 = W1X4(R) I- W4X6 = W4X6 = W3X4 W2X4 III B2 W1X4 III W1X4 III W—W2.5X4 - 22-11-12 Over 2 Supports R-1258 WaHS2510 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Hi h Stren th,Wave TPI-95 Design Criteria: TPI STD WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BR ACiMG. REFER i0 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 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 RODUCTS, INC. SHALL MOT 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. IN is DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 7H£ AMERICAN FOREST AND PAPER ASSOCIATION) ANO 7P1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33M COMPONENT FOR ANY PARIICY AN BUILDING IS Tiff RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLCeltifle tecfAut1mmgtionN567 ANSI/TPI 1.1995 SECT TON 2. W3X4 = W06 - W4X6 19.5f OTY FEi 3 2DU Walter P. Finn, P.E. No. 22839 R=1244 (3) Ob I T 0-10-8 1-4-0 i— 8-0-0 -- HI/-/1/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR J AC . 1.00 SPACING 24.0" Scale—.3125"/Ft REF ROB1--65516 DATE 05/21/02 DR W HCUSR081 02141108 HC-ENG /JWC SEQN - 30196 FROM PFH 11cn Dv T4ucc uco Z55b4-5M4/KUb ZZZSyA,13 - t 15) TOP CHORD 4x2 SP #1 Dense J 2 4x2 SP #2 N: BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24' OC TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 0-7-0 W2X4 W 1 Ti-- REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.55" DL: 0.21" RECOMMENDED CAMBER 3/8" DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 26.75" 10-6-0 10-6-0 W4X6 W4X6 - W4X6 - W4X6 - W4X6 W=HS2510 = W=WH4 = 23-2-12 Over 2 Support R=1270 W-8" W-HS2510 Note: All Plates Are W3X4 Except As Shown. PLT TYP. Hi h Stren th,Wave TPI-95 Design Criteria: TPI(STD) WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'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 IANELS. BOTTOM CHORD SHALL HAVE A PROPERTY 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 I0.USSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF[CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GA40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLS OTHERN ISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEALESON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine EAgtneefCd Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS HBTnta C 7k33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Cutifiwse FLoCAT:thDliauion#567 ANSI/TP1 1.1995 SECTION 2. 5f L FE 3 ZOU Walter P, Firm, P.E. No. 22839 V T 0- 10-8 1-4-0 F 8- 0-0 1 W2X4 ( R) R- 1260 W=3.5' Y: 7 HI 1 R - TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 SPACING 24.0" Scale=. 3125"/Ft. REF RO81--65513 DATE 05/21/02 D R W HCUSR081 02141109 HC- ENG /JWC SEON 30169 FROM MCW 195564-5H41K06 7189A-R - FT71 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #1 Dense J2 4x2 SP #2 N: BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 240Df-2.OE: WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 340 PLF at 0.12 to 340 PLF at. 23.10 BC From 10 PLF at 0.00 to 10 PLF at 23.23 REFER TO DRAWING 657,275 OR 657,275E OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 170 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO I" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. W3X4 0-7-0 1 1— W3X4 = IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W3X4 W3X4 k T 0-10-8 1-4-0 7 8 0 0 W3X4 a W=W3X4 = - 23-2-12 Over Continuous Support - R=346 PLF W=23WTW]* 4 = W—W3X4 a3 Note: All Plates Are 142X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5f QTY:1 HI 1 R - Scale—.3125" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R U 8 1-- 6 55 1 5BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE PERFORMING THESE DFUNCTfONSD U'" IOR TO LESS1SUI0THfRNISE01N0 ICATED, lOP05371 CH SHALLSHALLF HAVE PRACTICESETY PROPERLY ATTACHED T C D L 10.0 P SF DATE 0 5 / 2 1 / 02 STRUCTURAL PANELS, NOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t BC DL 5.0 PSF DRW HCUSR081 02141103 PRODUCTS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B C L L 0.0 P S F H C- E N G / J W CALPINEBRACINGOFTRUSSESTHISDESIGNCONFORMSYITNAPPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN fi SPECIFICATION PUBLISHED BY THE AMER IC FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F E 2a1 CONNECTORS ARE MADE OF 20" ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 55.0 P S F S E Q N - 30174 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN.. POSITION CONNECTORS PER Walter P. Find, P.E. DRAW I:GS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1 8p 9D U R . F A C . 1.00 FROM P F H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS No. of 7Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING S E E ABOVE FLCertificateOfAu*.on2abon#567 ANSI/TPI 1-1995 SECTION 2. 25564-5H4 2289A,B - D1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 Lt Slider 2x4 SP #3: BLOCK LENGTH = 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. 2.178' 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. 0 4 T 0-6-3 4X4= 4X4 (E3) DEFLECTION CRITERIA IS 1/360 LIVE AND L/240 TOTAL LOAD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. I,1-0.0- 7-6-0 7-6-0 7-8-0 7-4-0 k 15-0-0 Over 2 Supports j F3) = T 0-6-3 9-0-0 DI R=611 U-310 W-B" R=557 U-240 W=4" PLT TYP. Alpine TPI-95 R Design Criteria: TPI STD 18.1b2 FL 1 E - Scale -.375" Ft. WAR NING* TRUSSES REOUIRf EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF R E F R 0 8 1-- 4 5 4 1 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (1RUSS PLATE 10S11187E, 503 D'ONOfAIO DR., SUITE 200, MADISON, WI 53719.). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED T C DL 7.0 P S F DATE 0 5 / 1 2 / 9 9 STNUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPOR'ANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW IICIISR081 99132147 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD IHE IRUSSfS IN CO ORMANf,E WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND B C I_(_ 0.0 P S F HC - E N G V B / WMR ALPINE BRACING OF TRUSSES. INIS DESIGN CONFORMS WIFN APPIICABIE PROVISIONS Of NO$ (NAIIONAI. DESIGN 2004PLCIFICAIiDMPUBLISHEDtlYINEAMERICAN00fSIANDPAPERASSUL'IAIION) AND IPI. AIPINL FE. CUNNELI OR ARE MADE Of 20GA AST" A653 GRAD GALY, STEE1, EYCEPI AS NO1EU. APPIY CONNECTORS TO T O T . L D . 37.0 PSF S E O N - 15352 f ACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Walter P. Firm, P.E. DRAWINGSSEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM K G S16DA1. THE Alpine Engineerede, F1. 338i4 Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS No. 22839 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERYANSI/TPI 1 1996 SECTION 2. SPACING 2 4 . O " 25564-5H4 2289A.B - E THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B 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. W4X61 T 1-4-3 1 W4X4 = W2X4 III W2X4 111 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REOUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLW ATTACHED TO THE BOTTOM CHORD. ur 4-8-0 _I_ 4-8-0 _I 9-4-0 Over 2 Supports R=399 U-210 W-3.5" R=399 U=210 W=3.5" T 1-4-3 12-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 1118 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE 11 STITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL WAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATIACHED RIGID CEILING. IMPORTANT•' FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONS IBIS fog ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD IHE TRUSSES IN COWFORNANCE WITN I 1; OR FABRICATING, HANDLING, 5HI PPING, INSTALLING AND ALPINE BRACING OF 19 SSES. THIS DESIGN CONFORM$ WI111 APPIICAUIE PROVISIONS Of NOS (NAIIUMAI DESIGN SPECIf ICATIUN PO UTISHII) by THL AMIRICAN IONF SI AND PAPEN ASSOCIAIIDN) AND 11.1. AT PI NI CUNNLCIONS ANL MAUL UE 20GA ASIM A653 GU40 GALV. SILLL, EXCIPI AS II010. APPLY CONNECTORS IU EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPOMSIBIIITT SOLELY FOR Tf1E TRUSS COMPONENT OESIGN SHOWN, THE SUITABILITY AND USE OF THIS IInine/. Clt , TL 33844 COMPONENT FOR ANY PARTICUI All BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Y ANSI(TPI 1 1995 Sf CTIOM 2. 18. 2c4 FEd 3 MU Walter P. Fim3, P.E. No, 22839 FL/ 1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" F, 4;1- Scale =. 375"/Ft. REF R081--45421 DATE 05/12/99 DRW IICIISR081 99132149 HC- ENG VD/WMR SEON - 18327 FROM SO 33823-51-14 2289A,8 - CIA TOP CHORD 2x4 SP #2 N :T2 2x4 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W5 2x4 SP #2 N: W4 2x6 SP 2400f-2.OE: Rt.Bearing Leg 2x4 SP #3::Lt Stubbed Wedge 2x4 SP #3: SPECIAL LOADS LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 54 PLF at -1.00 to 54 PLF at 20.63 BC From 4 PLF at -1.00 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.63 TC 714 LB Conc. Load at 20.33 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CO LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTION DESIGNED BY THE BUILDING DESIGNER. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OT REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STL VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN E TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AD DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE: GABLE TRUSS SUPPORTS 8.0" MAX. RAKE OVERHANG 0-6-1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC OL — 5.0 PSF, WIND BC OL — 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD ANDPO.06" DUE TO DEAD LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 ;. W4X8 = I 1-10-0 17-5-14 14X4 NI k 3- 6t 14 V 9-0-0 R-812 U-510 W=8" R-1487 U=800 W-3.5" Itk 0-8-6 I 19-7-10 20-7-8 Over 2 Supports j I Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI(STD 18.2f3 FL 1 E - Scale =.25" Ft. WARNING' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND TC LL 20.0 PSF REF R081- -70767 BRACING. REFER TO H18-9) (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI, (TRUSS PLATE 1NSTliNTE, 583 D,ONOFRIO DR., SUITE 200, MADISON. NI 63110). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC D L 7.0 PSF DATE 0 3 / 2 4 / 00 STRUCIURAI PANELS, BOTTOM CHORD SHALL BASE A PROPERLY ATTACHED 11610 CEILING, IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 00084005 PRODUCTS, IN[. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 AA'' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC L L 0.0 PSF H C - E NG V B / W P F A E P I IY E BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20CA ASTH A653 6240 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS To F E 3 2004 T 0 T . L D . 37.0 PSF S E 0 N - 10833 EACH fACE Of TRU55, AND UNLESS 07HIRNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V,,t DRAWINGS 160 A 1. 711E SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. FiM4 P.E. DUR . FAC . 1.25 FROM BTB Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR IRE TRUSS COMPONENT DESIGN SHOWN- THE SUITABILITY AND USE OF THIS COMPONENT FOR AMT PARTICULAR BUILDING IS INf RESPONSIBILITY Of TNf BUILDING DESIGNER. PER No. 22839 S P A C I N G SEE ABOVEIlaln&C/ly,FI. 33844 ANSIYIPI 1 1995 SECTION 2. 25564-5H4 2289A,B - C1 THIS DWG PREPARED fROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: Lt Stubbed Wedge 2x4 SP #3: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD A) I%4 #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. RnnF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIL LOAD. A) OR SCAB BRACING MAY BE USED IN I SUBSTITUTE (1) SCAB FOR (1) CLB AND WHERE SHOWN. BRACING TO BE SAME Sli OF WEB MEMBER. ATTACH WITH 16d NAIL: 0-6-1 W4X6(G1) %t R=812 U=700 W=8" 110 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. MAXIMUM GAP BETWEEN RIGHT BEARING WALL AND END WEB = 1/2" W4XIO T 2-3-15 1114 Il 3-6-14 t R=773 U=690 W=3.5" 1-0-0 0-3-0 TT 20-7-8 Over 2 Supports j PLT TYP. Wave TPI-95 Design Criteria: TPI(STD WARNING TRUSSES RED" EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRAp YG. REFER 70 N18 51 (NANDiJ N6 INSTALLING AMU BRACIN6), PUB11SNED BY TPI (TRUSS PI, ATE iNSTIIU TE, 583 O'ONOfR10 OR., SUITE 200, MAD[SO11, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERfORNI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT fURN ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAR00.E TOBUILDTHETRUSSESINCONFORMANCEWIT" TP1: 00 fABA ICAILIG. HANDLING, SNIPPING, INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN PE[ IFICATIOM PUB ISRED NY TNf AMERICAN FORESI AND PAPER ASSOCIATION) AND TPI. ALPINE CON HE CT ORS ARE MAOf OF 20GA ASTM A653 6440 GALV. STEEL, EXCEPT AS NOILD. APPLY CONNECTORS 10 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OES16N. POSITION CONNECTORS PER DRAWINGS 160 A I. IN SEAL ON THIS DRAWING INOICAIES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered PT(%1UCES, Inc. RESPONSIBILITY SOLELY f0R THE TRUSS COMPONENT DESIGN SHOWN. THE SUI LABILITY AND USE OF INIS P B COMPONENT FOR ANT PARTICULAR aUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 11gi11e6CIly,Fl. 33844 ANSI/TPI 1.1995 SECTION 2. 17-5- 14 9-0- 0 18.2e8 FL 1 E - Scale =.25" Ft. FE zou Walter P. Finn, P.E. No.22839 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT .LD. 37.0 PSF REF R081-- 47181 DATE 08/ 19/99 DRW HCDSROBI 99231226 HC-ENG VB/WPF SEQN - 44327 DUR.FAC. 1.25 FROM WEW SPACING 24. 0" 25564-5H4 2289A,B - C2) TOP CHORD 2x4 SP #2 11 J2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2 2x4 SP #2 N: At Stubbed Wedge 2x4 SP #3: A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd 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 (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. 0-6-1 W R-682 U-650 W-8" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, , ENCLOSED BLDG, NOT LOCATED WITHIN 4,50 FT FROM ROOF EDGE. WIND TC DL a 5.0 PSF, WIND BC DL o 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. SHIPI TO SOLID BEARING. R1 W4X6 0 T 4-6-2 1-0-0 0.3.8 rr 16-11-8 Over 2 Supports R-631 U-58D W-3' PLT TYP. Wave TPI- ALPINE Alpine Engineered Products, Inc. N.;. r;h, Fi 11OJ4 sign Criteria: WARNING** fKUbatO KLUUIKt c".w¢"n BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 0.ONOFRIO DR.. SUITE 200. MADISON. HI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 01MERNI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDSTRUCTURALPANELS. DOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS. INC. SBALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAILURE TOBUILDTHETRUSSESINCONFORMANCEOTTNTPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DE SIGH CONFORMS NITN APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN S ECIFICATION PUBL15YED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE Of 20GA ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OT HERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRANI06S 160 A,Z. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 17-6-6 9-0-0 1 FEB 1 3 2004 Walter P. Firm, P-1: No. 22839 FL/1/-/-/E TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 CPArTNA 94 ()" ccp- ME R1 VB REV. 10-6-99 Scale m.25"/Ft. REF R081--47183 DATE 08/19/99 D RW HCUSR081 99231222 HC-ENG VB/AP SEQN 44330 FROM WEW 4D309'9p4 64" A,0 - L3 Tnrc nur DDrDADrn fOnm CnMPI1TFR INPUT n OAOS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :CB 2x4 SP #2 N: THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS iLATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE RjPOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY "' 1"1 ".— ""'" ""— — NOTE: GABLE TRL 4X4 0-6-3 1-0-0 R-77 PLF W=16-8-0 U-120 PLF y 16-8-0 Over Continuous Support RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. 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 RENQUIRED AT BEARING • A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.0" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8-10-3 9-0-0 Note: All Plates Are 2X4 Except As Shown. PLT TYP. Alpine TPI-95 R Design Criteria: TPI STD WARNING•• TRUSSES REGUIRf EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLIN6 AND BRACING), PUBLISHED BY TPI (TRUSS PI All IN" ITUTf, 583 D'ONOFRTO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PfNI ORNI NG TMf SE fUMCT IONS. UNLESS OTRf RWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY AIIAC.ID STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FORNI SX A COPY Of THIS DESIGN TO TMf INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHAtI NOT BE RESPONS IBIS FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND A L P I N E BRACING Of TROSSf S. THIS DESIGN COMf DRBS WITH APPIICABIE PROVISIONS Of NOS (NAIIDNAt DESIGN SPICIFICAI TUN PUBLISHED by TMf AMERICAN fOR(.SI AND PAPER ASSOCIATION) AND 1P1. AIPIRE CONNECTORS ARE MABE OF 20GA ASIM A653 GN/0 GALY. STEEL. El Cf PT AS NOIEU. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND URtf SS OrHER" ISE LOCATED ON TX IS DESIGN, PUS, T ION CONNECTORS PER DRAWINGS 16D A-Z. THE SEAL ON MS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine En netted Products, Inc. RESPONSl ItITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SBIIAHILITY AND USE OF THIS P VOID$ Ctl eA duct COMPONENT FOR ANY PARIIDUTAR BUILDING IS fHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Y ANSI/TPI 1. 1996 SECTION 2. 18.1b2 1 F EV113 2,064 Walter P. Finn, P.E. No. 22839 C3 N-od FL 1 E Scale —.25" Ft. TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--45418 DATE 05/12/99 DRW HCUSROBI 99132154 HC-ENG VB/WMR SEON - 15428 DUR.FAC. 1.25 FROM KGS SPACING SEE ABOVE 25564-5114 2289A,B - A7G) 1II1S DWG PREPARED FROM COMPUTER INPUI (LOADS $ DIMENSIONS) S11I3MI(ILD BY TRUSS MIR. 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" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W08 = 100 MPH WIND, 19.34 FT MEAN HGT, SBCCI. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL — 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. W4X8 a W9X4 W2X4 6 17-5-14 W4X4 = W6X6 = W4X4 = I43X8 (B1 W3XB (B1) W2X4 IN 1-0-0 7-0-0 I 9-4-0 I 7-0-0 I 23-4-0 Over 2 Supports R-1781 U=930 W=3.5" R-1723 U=860 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI(STD ALPINE Alpine Engineered Products, Inc. Ilbines City, F1. 33844 WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANDI ING, SHIPPING, INSTALIING AND BRACING. REFER ID NIB 91 (HANOI ING INSIALL ING AND BRACING), PUBLISM0 BY TPI (INUSS PLAIL I N51111TI, SB3 D'UNOfR10 DR., SUITE 200. MADISON, NI 53119), FOR SAFEIT PRACTICES PRIOR 10 PERFORMING THESE FUMCIIOI , UME ESS 01 HER VISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT - fURNISM A COPY OF THIS 01516N 70 THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CDRFOR WITH 1P1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING Of TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC If 1CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNf CIORS PER DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. I£.2e8 FE 7 Walter P. Finn, P.E. No. 22839 FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10,0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE OR Scale=.25"/Ft. REF R081--47177 DATE 08/19/99 DRW IICI]SROD1 99231224 IIC-ENG VB/WPF SEQN 44346 FROM WEW 25564-5H4 2289A,B - A9) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA 1S L/360 LIVE AND L/240 TOTAL LOAD W4X6 W06 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 19.84 FT MEAN HGT, SBCC1, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REOUIRED AT BEARING ` A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2X4 W2X4 6 r 1 6 17-5-14 4I6X6= W4X4= W4X4(A2) W4X4 (A2) 1-o-D I 9-0-0 I 5-4-0 I 9-0-0 _I 4-0 Over 2 Support R=919 U=500 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD WARNING'- TRUSSES REOUIRE fVTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. RfffR TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1NSTITUTE, 583 O'ONOFRI', DR., SUITE 200, HAll SOR, Ml 53719), fOR SAFETY PRACTICES PRIOR TO PERFORMING THESf FUNCTIONS. UNLESS OTRERMI SE INDICATED, TOP INORD SHALL HAVE PROPERLY ATTACHED SIR UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*" FURNISH A COPY Of THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT NE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD THE T@USSES IN CONFORMANCE W.I. TPI; OR FA.IIICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING Of INUSSES. THIS Of SI GN CONFORMS N1 TO APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPfCIf1CA710N PBBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL, EX CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTIIERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCf PTAMC1 OF PRO f f SS ION AI ENGINEERING Al)IUL; Engineered PfOdUCIS, Inc. RESPONSIBILITY SOLELY FOR III[ TRUSS COMPONENT DESIGN SHOWN. THE SUIIABILIIY AND USE OF THIS pingllEn e , FI. 33844 COMPONENT FDA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER y ANSI/IP1 1-1995 SECTION 2. R=861 U=430 W=3.5" 18.2e8 FE 1 3 2004 Walter P. Finn, P.E. No. 22839 FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale—.25"/Ft. REF R081--47176 DATE 08/19/99 DRW IICIJSR081 99231219 HC-ENG VB/WPF SEON 44343 FROM WEW 25564-5H4 2289A,B - Ail) 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. W06 ; WilH THIS DWG PREPARED FROM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MfR. 100 MPH WIND, 20.34 FT MEAN MGT, 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. W4X4 a W4X4 16 6 r h17-5-14 W2X4 III W5X5 m W2X4 BI W4X4 (A2) W4X4(A2) = W4X4 1-0-0 11-0-0 1-4-0 i 11-0-0 _IiI 3-4-0 Over 2 Supports R-919 U-500 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPi STD WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER 70 HID-91 (HANDLING 1NSIALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IMSII TUTS. 583 O'ONOfRIO DR.. SUITE 200, MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR 10 PERT ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAME PROPERLY AtTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTA"I*" fURN ISO 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 TOBUILDTHETRUSSESIMC'0004 ANCE WITN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING Of TRUSSES. TOIS OE SIGN CONFORMS WITH APPLICABIE PROVISIONS Of ADS (NATIONAL DESIGN SPICY ICAT10N PUBLISHED br 111E AMERICAN FOREST AND PAPER ASSUCIAIIUM) AND IPI. At PINt COMMECIORS ARE MADE OF 2DGA AS1M A653 GRID GAL.Y. STEEL, EXCEPT AS NUIED, APPLY CONNECTORS TO EACM FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR AYINGS 16O AI. THE SEAL ON THIS DRAMING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine F',n ineered Products, Inc. .ESPOMS IBIL ITY SOLELY FOR IN TRUSS COMPONENT DESIGN SIIOYtl. TNF SUITABIIITT AND USE Of THIS P HHn1u City, 33uct COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Y ANSI)TPI 1 1995 SECTION 2. _ R=861 U=430 W-3.5" 18. FE 8 .,. Walter P. Fbn4 P.E. No. 22839 FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LI- 0.0 PSF TOT,I.D. 37.0 PSF DUR,FAC. 1.25 SPACING 24.0" Scale—.25"/Ft. REF R081--47175 DATE 08/19/99 DRW IICOSROBI 99231223 FIC-ENG VB/WPF SEQN - 44340 FROM WEW bb4-9119 ZZMIA.0 - AZ n— (IUr11A0rn tDilm YF11,1011TFU 11111111 nF)ADS R DIMFNSIONSI SIIBMITI[D BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA 1S L/360 LIVE AND L/240 TOTAL LOAD. W4X4 = 100 MPH WIND, 20.51 FT MEAN HGT, SBCC1, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REOUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL- BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5 14 W4X4(A2) = 1 0-0 1 11-8-0 11-8-0 _1 23-4-0 Over 2 Supports R=919 U=500 W-4' R=861 U=430 W=4' 0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2e9 FL 1 E - Scale =.25" Ft. WARNING" TRUSSES REOUTAf ErTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 0 8 1-- 4 7 1 7 4 BR ACIN6. REffR TU NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED by TPI (TRUSS PLATE — INSTITUTE. 5B3 D'OMOF0.10 DN., SUITE 200, NAN SON, NI 53719), FOR SAFETY PRACTICES PR100. 10 PERFORMING THESE FUNCifOMS. UNLESS OT NERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C DL 7.0 P S F DATE 0 8 / 1 9 / 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMFOR TA NY" FURXIsh A COPY OF THIS Of SIGNTO THE IMST ALLATION CONTRACTOR. ALPINE ENGINEERED BC OL 10.0 PSF ORW HC0SRO81 99231218 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO o BUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND F E 3 ALPINEBRACINSPIt; IFG Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 fP SF HCC F- ENG VB/WPF CONbECTORSIARE PMADE SOFO20GAT ASTNHE HA653AGR40RGALV. STEEL. EVCEPTEST ANDPAPERIASNOTED. T APPLYAt PCONNECTORS TO T 0 T. L D. 37.0 PSF FS LYIN - 44337 EACH FACE OF TRUSS, AND UNLESS OTHERWISE IOCAT EO ON ]III S DESIGN, POSITION CONNECTORS PE0. Walter 2 FIIi13.. y P.E. DRAWINGS 16D A 1. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEfRIWG No. 22839 D U R . F A C . 1 .2 5 FROM W EW RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIT,811111 AND USE OF THIS Alpine Engineered Products, Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 2 4 .0 " IlainesCity, l- 33844 ANSI/TPI 1-1995 SECTION 2. f9Kf,F,4-F,ITd 99ROA R - All THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SIIBMI-ITED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 PREDICTED HORIZONTAL MOVEMENT IS 0.24" DUE TO LIVE LOAD AND 0.01" DUE TO DEAD LOAD AT ONE SUPPORT. W4X4;= W3xb(AI) 110 MPH WIND, 20.41 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 Q ITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 17-4-12 A2) 1-0-0 11-8-0 _1_ 11-8-0 9-10-0 T 9-6-0 T 4-0-0 F 23-4-0 Over 2 Supports J R-923 U=660 W=4" R=861 U-570 W=4" PLT TYP. Wave TPI-95 Design Criteria: TPI(STD ALPINE Alpine Engineered Products, Inc. Ilai4"s Cily, FL 33844 HARMING" TRUSSES REOUTRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING, REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TROSS PLATE INSTITUTE. 583 D'ONOFR:O )R., SUITf 200, MAD: SON, NI 53719), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS 0 OftWI SE INDICATED, TOP CNORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOT70H CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIREERfl) PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL UESIGN SPI C If i CAT/ON PUBLISHED 01 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE CONNECTORS ARE MADE OF TOGA ASIR A653 GRID GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Of SIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT film ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. 18.2e8 FE 4 ?X4 Walter P. Firm, P.E. No. 22839 FL/1/-/-/E/-/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0,0 PSF TOT.LD. 37.0 PSF DUR JAC. 1.25 SPACING 24.0" 36 Scale-.25"/Ft. REF R081--47178 DATE 08/19/99 DRW IICUSRO81 99231220 HC-ENG VB/WPF SEQN 44350 FROM WEW 25564-5H4 2289A,B - A4) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD,. W4X4 - 110 MPH WIND, 20.41 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 2-2-3 Ah.- 7" 4 12 W3X6(A1) : W2X4III 1 0-0 11-8-0 8-0-0 9-10-0 9-10-0 19-8-0 Over 2 Supports R=799 U=560 W-4" R=714 U=490 W=4" PLT TYP. Wave TPI-95 Design Criteria: TPI(STD ALPINE Alpine Engineered Products, Inc. Haines City, FI, 33844 YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANOI.IN6 INSTALLING AND BRACING), PUBLISHED BY TP) (TRUSS PLATI IYSI UTf. 503 0;0NDFR10 DR.. SUITE 200, MADISON' Y1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMIM6 THESE fBMCT IDNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IHPONTAN T•- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SNAIL NOT BE RESPONSE BIE f0R ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE tRUSSfS IN CONFORMANCE NI TN 1P1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TIIIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN fORESI AND PAPER ASSOCIAIION) AND TPI. ALPINE CONNECTORS ARE MADE Of 2DGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BU IIDING IS THE aESPONS1911 ITT OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. 18. 2e8 FEB 3 2W4 Walter P. Finn, F.E. No. 22839 FL/ 1/- TC LL TC DL BC DL BC LL TOT. LD OUR . FAC. SPACING E 20. 0 PSF 7. 0 PSF 10. 0 PSF 0. 0 PSF 37. 0 PSF 1. 25 24. 0" Ll 01 Scale =. 25"/1-t. REF R081--47179 DATE 08/19/99 DRW 1101SRO0I 99231221 HC- ENG VB/WPF SEQN 44354 FROM WEW 33823-51-14 2289A,B - A5) TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 GABLE END SUPPORTS 8" MAX RAKE OVERHANG. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 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. R=788 U-450 W=4" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 20.41 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 = W4X4 W4X4 (A2) R=725 U-370 W=4" 1-0-0 11-8-0 _I_ 8-0-0 io 9-10-0 '` 9-6-0 0T4' 0 19-8-0 Over 2 Supports Pp 19-2-12 7- 4 12 MIP Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 1 E - Scale -.25" Ft. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SIIIPPIMG, INSTALLING AND TC LL 20.0 PSF REF R081 - -70757 BRACING. REFER TO NIB 91 (HANDLING INSTAIIING AND BRACIN, I. PUBLISHED BY TPI (TRUSS PLATE PERFORMING THESED*ONDFRID DR.. FURCTIONS MUNLESS7E 200. OTHERWISEDINDICATED, TOPICHORD SMALLFETYHAVEPRACIJCfSPROPERLY ATTACHED - T C D L 7 . 0 PSF DATE 03 / 24 / 00 STRUCTURAL PANELS, BOTT ON CIIDRD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A CUPY DF THIS DESI6N TO iIII IMSTAlLA710N CONTRACTOR. ALPINE ENGINEERED "' BC DL 10.0 PSF DRW IIC,IISROEII 00084004 PRODUCTS, INC. 511A1L NOF BE Rf SPONSIBLE FDR ANY DfYIATION FROM TIIIS DESIGN; ANY FAILURE 70 BUIL4 111E TRUSSES IN COMEORMAMCE WIT11 TPI; OR FABRICAIIM6, 11.)LING, SIIIPPIMG, INSTAIIING AND BC LL 0.0 PSF HC-ENG VB/WPF ALPINE BRACING Of TRUSSES. 1111S DESIGN CONFORMS Willi APPI.ICAHIE PROVISIONS OF NOS (NATIONAL DESIGN LPINEe 411 y, ONNE C7 OR SECIF )CATIA0. EPMADE UBISOf D20GABY TASTMlHEMA653AGR40 GALV. STEEL. EXCEPT AS I NOTED. T APPLYACOUNIC70RS TO F E B 3 2Q04TOT . L D. 3 J. 0 P S F S E O N - 10826 EACHFACE OF ' RUS5, AND UNlE 55 UTIIE RWISE LOCATED ON 1M15 DESI6N. POSITION CON" CION' PE0. ,,,,11 DRAWINGS 160 A-Z. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING wc EtC1'P. FiI111XP.E. DUR.FAC. 1.25 FROM BTB Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR TILE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS NO. 22839 Itailles CII ,FL33MCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER SPACING SEE ABOVE Y ANSI 'IP1119955fCTION2. 1KAAA-CYTA 99QOA R - FT THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BDT 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 CONTINU6US LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. REFER TO DRAWING GE-001, GE-002, OR 876.719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE: GABLE TRUSS SUPPORTS 12.0" MAX. PLYOOOD OVERHANG. 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 PIT TYP. Alpine TPI-95\R Design Criteria: TPI(STD ALPINE -- Alpine Engineered Products, Inc. l inines Cily, Fl. 33844 WARNING" TRUSSES REOUIRE EXTREME CARE 11 FABRICATION, HANDLING, SHIPPING. INSTALLING AND RACING. Rf FER TO "Ill -It (HANDLING INSTALLING AND BRACIM6), PURL (SHED BY TPI (TRUSS PLATE INS11TUTE. 583 D'OMOFRIO OR.. SUITE 200. NADI SON, WI 13'119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IROICAIEO, 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 ROT NE RE SPOYS1BlE FOR ANY DEVIATION fRON THIS DESIGN; ANY FAILURE TO BUILD TBE TRUSSES IN CONFORMANCE N11H TPI; DR FABRICATING. NANDI ING, SNIPPiN6, INSTALLING AND BRACING Of TRUSSES. TI115 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (MATIDMAI. DESIGN SPEC111CATION PUBLISHED BY TIIE AMERICAN FOREST AND PAPIN ASSUCIAIION) AN D TPI. ALPINE COHNFCTDRS ARE MADE Of 20GA ASTM A653 GRAD GAIN. STEEL, LICEPT AS NOIEU. APPLY CONNECT OHS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TI115 DESIGN. POSITION COYNECIORS PER DRAWINGS 1160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSl0I11TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Rf SPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. 0 2 X 4 III T 1- 7-3 2X4 W T-0-8-0-0 R- 93 PLF W=2-6-0 U=120 PLF 1- 0-0 2- 6-0 Over Continuous Sup ort H. Ib2 F E 3 2DD4 Walter P. Finn, P.E. No. 22839 FL/ 1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING SEE ABOVE F1 Scale=. 5"/Ft. REF R081--45425 DATE 05/12/99 DR W HCUSRO81 991321S6 HC- ENG VB/WMR SEQN - 15309 FROM KGS f25564-5H4 2289A,B - F2' THIS OWG PREPARfO FROM COMPUTER INPUT (LOADS 8 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. 2X4 III 2X4(A1) 1-7-3 L+8-0-0 2X4 10 R=59 U=200 R=184 U=200 W=8" 1-0-0 2-6.0 Over 2 Supports 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 PROVIDE HANGER AT RIGHT•END OF TRUSS FOR 59 LBS. PLT TYP. Alpine TPI-95 R Design Criteria: TPI STD 18.1b2 FL 1 - E - Scale m.375N Ft. WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF R E F R 0 8 1-- 4 5 4 2 3 BRACIN6. REFI TO HI 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAIE 1NS111OTE, SB3 O'0110FR10 DR- SUITE 200. MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERtY ATTACHED T C DL 7.0 PSF DATE 05 / 1 2 / 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPfRIY ATTACHED RIGID CEILING. ! IMPORTANT•- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CDNTRACIOR. ALPINE ENGINEERED - BC DL 10.0 PSF DRW IICIISROBI 99132166 PRODUCTS, INC. SIIALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IM CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND B C L L 0.0 PSF IIC - E N G VB / WMR ALPINE 1 BRACIN6 OF 1RUSSE5. IO15 DESIGN CONFORMS III IN APPIICAINf PROVISIONS OF NOS (NAIIONAI Of SIGN SPI C11 ICA)JON PUUt ISHII) MY till AIN AKAN IURI$1 ANO PAPI11 A5501IAI ION) AND TPI. At Plitt .---------------- CUNNIC'1UNS ANL NAIIL 01 TOGA ASIN AOS3 GNAO GAIV. Slill, LICLPI AS 10110. APPIT C.HutCIl01S t0 Ak04 1OT.I_D. 3/.0 IISI SEON - 15328 EACH FACE OF IROSS. AND UNLESS UTHfNWISE LOCATED OM THIS DESIGN, POSITION CUNMECTORS PER Walter P. RmI, P.E. DRAWINGS 1GO A'I. THE SEA1 ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR . FA C . 1.25 FROM K GS AI piEngineered Products, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. )HE SUITABILITY AND USE OF THIS 111p, 22839 P IlBules City. Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IUE BUILDING DESIGNER, PER SPACING 24. O N yANSI/TPI 1 1995 SECTION 2. _ _ 19q9AA-FHA 99RQA R - F1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A 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. 2X4 N 6 F- 2 X 4 III 2X4 (A1) T 1-7-3 8 0-0 R=105 U=200 W=8" R-80 U-200 2-6-0 Over 2 Su orts 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 PROVIDE HANGER AT RIGHT•END OF TRUSS FOR 80 LBS. F3 PLT TYP. Alpine TPI-95 R • Design Criteria: TPI STD 18.1b2 FL 1 E - Scale =.375" Ft. WARNING" TRUSSES RfOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20. 0 P SF REF R 0 8 1-- 4 5 4 2 6 BRACING. REFIN TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PI. AIE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200. NADI SON, WI 53119), FOR SAFETY PRAg10E5 PRIOR TO PERT DANI IliINI SE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALLMANE PROPERLY ATTACHED T C DL 7 . 0 P S F DATE 05 / 1 2 / 9 SIR UCTURALPANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATIACHED RIGID CEILING. ..IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERfD _ BC DL 10.0 PSF DRW OC1JSRO81 99132157 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TMf TRUSSES iN C fOR.MANCEW11N III; OR FABRICATING, IANDLING, SNIPPING, INSTALLING AND 8 C L L 0.0 P S F H C- E N G V B/ WMR ALPINE BRACING Of TRUSSES. IN OL SI GN CONFORMS WITH APPLICABLE PRO/1510NS OF NDS (NA110NAL DESIGN SPECIFICATION PURL (SHED BY 111E AMLRICAN FOREST AM0 PAPER ASSUCIAIIDN) AND TPI. ALPINE IY111 CURNECIORS ARE MADE Of 2DGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NUIED. APPLY CONNECTORS TO F Ey Luw TOT . L D . 3 7 . 0 P S FS E Q N - 15330 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Walter P. Fie P E, DR AYTNGS 160 A"' THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROfESSEONAL ENGINEERING YY 6E D U R . F A C . 1.25 FROM K G S Alpine Engineered PEUd110Es, Inc. RESPONSIBILITY SOLELY FOR IME TRUSS COMPONENT DESIGN SHOWY. THE SUITABILITY AND USE OF THIS No. 22839 !t PeEngiCity, F1. 3384a COMPONfNT fOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING 24. 0 ANSI/ IPI 1.1995 SECTION 2. Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.Xis PAGE DESCRIPTION DRAWING #I /REPORT # SERIES INDEX MASTER FILE NUMBER t 1 JINSTALLATION DETAIL W1 TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEXOM 1 2 INSTALLAT DETAIL W/o SCREWS HOFM SLIDING. FIN WINDOW FL F-XO028 11000 3 INDEX 4 INDEX' " 5 JINSTALLATION DETAIL WM SCREWS HORZ. SLIDING. FINWINDOW XOX CONFIGURATION MASTER FILaNUMBER 2 JINSTALLATMI DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FP.F NUMBER 3 INSTALLATION DETAIL SOL HUNG FLANGE WINDOWS IFLEX0029, IFL.EX0020 FLEX0016 1000 11000 11000,11500 & 2000 6 INDEX 7 INSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL WME BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . J1000,11500 b 2000 10004 2000 8 INSTALLATION DETAIL Ww WOOD SCREW FIXED FIN WINDOW FLF-XO030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLFXO035 10001750 3 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001750 3 2000 11 INDEX . 12 FIN INSTALLATION'. MAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 5 `.. ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 FLF-XO021 1000,1760 8 2000 1600,1000 & 2000 13 INDEX-,_ 14 ISUDING GLASS DOOR INSTALLATION WITH 98 SCREWS MASTER FILE NUMBER 8 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 500,1000 & 2000 1000/1500 15 FLANGE TRIPLE HORIZONTAL. MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 18 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES iHMFINTW 1000/1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000/1500 18 FIN HORIZOr1TAt MULLION SECTIONS / DESIGN PRESSURE. CAPACITIES. 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 100011500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES j1VMFIN 1000 / 1500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES j1VMFLG i00011500 22 • INDEX ' 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1100011500 ZHMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES ZHMFLOTW 2000 28 IFIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12HMFLO Z000 30 1FIN VERTICAL MULLION SECTIONS JDESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 IFLANGE VERTICAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 12VMFLG 12000. PLANS VE I D yOFSANFORDPage 1 a 1 14eNtc>3a TEST REPORTS ALTTY WINDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210--1949-2 48 1/2" X 84 1/2" SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" 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. 4 , 80AFTEST` CONCRETE OR MASONRY C,a -1NG yY OTdRS ONE BY WOOD BUCK Br OTHERS CAULK BETWEEN. VINDOW FLAN-$ L WOOD SUCK STUCCO I By OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) v(NDOvHEIGHT L PRECAST SILL , By V/VULKEH Its ADHESIVE CAULK O APROVED COL. SECTION A -A GE BY WOOD - BUCK By OTHERS CAULK BETWEEN WOOD ILKK L. NAS,Y. OPENING BUCK WIDTH BY OTHERS SH(H NCGE AS ' 0 a"INSTALLATION ANCHOR FLANTYPE 1/a• Nax. - 3/16' DI& TAPCON WINDOW rRANE (SE' NOTES) SHOWN (SEE NOTE 4s JANB INSTALLATION ANCMGR 3/16' D1A. TA- QN SHOvN (SEE NOTE 9) GLASS (TYP.) EHBEtXHENT (SEENOTES) 4 I CONCRETE OR KASC HRY OPENING lY OTHERS I a6( tN1T 17 CAULK IETVEEN / WINDOW FLANGE I1 WOOD BUCK PER!rE TER CAULKBy OTHERS V(NDQV WIDTH I STUCCO BY OTHERS CAMK BETWEEN W300 BUCK SECTION B-B NAVY. OPENING SY OTHERS WINDOW WTH. FG WINDOW HGT. I K- ELE VATION VIEWED FROM EXTERIOR SILL STOOL A _ BY OTHERSPRECASTSILL OTHERS 1 F Z 11V2 0 TAPCON LOCATION CHART CALL TIP TO L " NS In `' N IN JAM UP TO7 Sr f XY SIZE TIP so ry TO o g I TO 022 74 X 26 C.0 C.0 W LJ 023 74 x 32 3/8 C.0 1 3.C.O.E I,J.K,L IJAL 024 T. x 30 8/e C.0 C.D.E 1.J.K.L c . 032 105 1/a 6 033 1108 I/, x 38 3/6 I B.0 C I B.C.02 IJ.K1 lj.K L t it. % BCD.£ I•{ C--' I J.K,L G H 1 kT22 11 f x V IJ T23 11/ 136 3/3 B.0 D - A .0 E.F' WXL I IJ.KL T aB.{L.E C.02.r IJ K I x M2 x V.z ZA'A .L L 9.4 LM3 120 % 38 3/8 B.C.0 : A.34_0.£.F WXL I IJ,K.L i % AlO.E.r G JX»Ma 1JK. 6020 72 X 24 I W 6030 72 1 36 C.0 C.0 u JAL 6046 77 X 411 C.11 3.C.O,E LJ.K.L1 I,J.K L 7020 6+ x 24 1. I 7030 6a 138 B.C.0 I.C.D.E W.KL I.JXL 70.0 a liA B,C.S1 C.E 3D. E W.KL W.KA 8020 96 x 24 6030 96 X 36 S.C.0 C.O.E I.J,K,I I,J,K.L s a B.C.:E 3.-c OE.F IJ.KL 9020 i08 x 24 a o. .L 3.CA. E IJXL IJ.K. L 9030 108 136 1 r B.C.: C . A.S.C.-If." i K UAL 10020 120 X 24 Ili W I.J.K.I. 10030 I 120 x 36 B.C.{ I 4,9.C.D.E., LJ.K,L 10040 120 X N8 B.C.C.A.S.ED,.r 1,J.KA IJ,K,L NOT=S. 1) SHIM AS 1AEG'O. AT EACH INSTA-LATON ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) mNOOw FRAME MATFRA;: ALuu:xuM A6LOY 6063. 3) TAPCON INSTALLATION AnCHOR GUST BE OF SUFFICIENT LT.4. TOACNEVE YIN. EMBEDIENT' OF t-1/4" INTO MASONRY OR CONCRETE. 4) USE SIUCONi2EO ACRrJC CAULK BEHIND we400W F6ANOE AT HEAD k JAMBS. SILL MUST BE ATTACHES TO T.IE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR OPROVED EOUAL. H S) USE SILICO6ZEO ACRr.-, CALM-r FOR PERIMETER SEAL AROUND EXTERIOR OF mNOow FLANGE, 6) IF. EXACT WINDOW SIZE IS NOT LWED IN u4NOR CHART. USE ANCHOR OUANTIrY.LISTED WITH )TEXT LL GER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOD. I B7) GLASS THICKNESS MAY VARY PER THE REOWREMEWS Or A 10 E1300GLASS CHARTS. 8) LETTER CESICNATIOnS ON THE T:?CGN LOCATION GAR- INOICATE WHERE, TAPCON ANCHORS ARE TO e- 1NSTAL:EO WHEN US NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED MOLES %OT DESIGNATED FOR TAPCON ANCHOR SHOULD BE r&= 9rt-a /a S:REwS OF SUFFCIENT LTH. TO PROVIDE MIN. 5/ 9 IN. EIJBEDWENT INT WOW 9UCK. 10) APPLICATION Or VULKEv I I t. MESIVE CAULK AT rRAME SILL MUST COMPLY wlTw SEALAN- MAmj-ACTUP_q•S RECO ANDATIONS. 11) WHERE WINDOW IS INS-ALLEO '• wSCNRr OPENN.- WITH A STRUCTUAL Two BY BUCK. USE /10 SCREA'S air SUFFICIENT _EN6TN TO ---Cy£ 1-3/ 9- MIN. EM9EDME.-0 AT %-L INS"ALLATXNa FAS.CNEE LOCATIONS. a SHEATHING CAULK BETWEEN BY ETHERS WINDOW FIN i SHEATHING INSTALLATION ANCHOR RB SCREW TUCK OR MINIG BY O'r.ERS PERIMETER CAULK BY OTHERS GL.zIMG (TYP.) SEE NOTE 7) WINDOW f HEIGHT F PERIMETER CAULK BY OTHERS I' MR( TWO BY WOOD iacvWEmI BY OTHERS WINDOW MOTH 1*14' MAX. SHIM SPAS_ CAULK BETWEEN TVO BY WOOD WIMDOW FIN BY DTHERS i SHEATHING SWIM AS REO'D. SEE NOTES) '"\\ SWIM SPACE INSTALLAT04: j ANCHOR RB !REV STUCCO OR S1D1NG BY OTHERS CAULK BETWEEN WINDOW FIN 1'MIN. i S14CATHII$i SHEATHING EM.BEDMENiBYOTHERS SECTION A -A SHIN AS REC'0. SEE NOTES) FIN TYPE WINDOW FRAME HEADER WINDOV HEIGHT VINDQV V10TN 2A' D.E. MAX, f1 TIP.) I GLAZING (TYPJ CTERSEENOTE7) - PEAICAULK EOUALLY By GTHERS SHEATHING SPACE BY OTHERS ANCHORS FIN TYPE WINDOW STUCCO OATYPJFRAMEJAN3SIDINGBY INSTALLATION OTHERS ANCHOR a3 SCREW 8 ' SECTION B-6 24' QC. 6 M J FIN TYPE MAIL (TYPJ CTYPJ WINDOW FRAME SILL 6' MAX. cTrPJ ELEVATION wEw M x RIOR MARBLE SILL STOOL BY !*+yy: **p _ MOTHERS iAL113:n`y L.«iSi# NOTES. 1) SHIM AS RE0'0. ADJACENT TO. EACH tNSTALiATiGN ArCMCP, MAX. ALLOW4ZLE SI'm STACK TO Be 1/i'. 2) WIN00W FRAME .(ATERIAL: ALUMINUM ALLOY 6063. f !-0/1D.} EXfjjuDc_RS _ 3) R+STALxATION ANCHOR MUST BE OF SUFF"NT LTH. TO A:KCVE .4N. EMBEDMENT Of T- INTO WOOD FRAME MEMBER. 7 z — <) USE SKICONaO ACRriTC CAW( BEMV0 INIM0OW FIN A7 HEAD. SILL & JAMBS. 1/s' SHIM • ~G fi . /._ S) USE SKICONRZEO ACRYLIC CAUL( FOR PER:wVER SEA, Aa0UN0 EXTERIOR OF WV400W FRAME. 6) CLASS THICKNESS WAY VARY PER THE RECAR°M£NTS Cr ASTW MOO GLASS CMARYS., SPACE MAX. 7) 04STALL INSTALLATION FASTENERS AT 6' MAX- FROM COP.vERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. YW-W ANCHOR SPACING AS STA1140. IS 70.0 PSF FOR ALL AVAKABLE SIZES UP TO 73' x 7t' WAR. 1' MIN. En3Eypy =NT J SHIM AS REO'D. SEE NCITce) vyvo BY W000 BY OTHERS PRCPARED BY PROO I 4 APPLICATION CWIftaltW, IMC.: ZW INTERNITM16AL KWT., SUITE 2%. HEA-•ROI(. FLCR:+7A 3ZT46 PHONE A:7 On-OX3 FAX 407 BIS-Vl TWO By WOOD BY OTHER$WINDOW WIDTH BY OTWOSHEASE2HENTCAULK9rWOODHYBETWEENOTHERS VINOGV FINtSHCATKING INSTALLATION A SHIM AS REO'D- ANCHCRE SEE NOTES) STUCCO OR Ii4' MAX. SIDING SHIM SPACE RByS OTHERSI PERIMETER 1 CAULK. I 9, OTHERS GLAZING ( TT" SEE MOTE 7) VlNDOW MEIGMT PERIMETER CAULK BY OTHERS \ SHiN AS REO'D. rim TYPE (SEE NOTES) WINDOW FRANC HEADER VINDOV HEIGHT FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS lir MAX. SHIM SPACE I I WINDOW V10TH 2 ' O.C. F-.— 8 l jSNw AS REO'D. ADJACENT TO EACH INVA:LA WN ANCHOR• 7MAX. ALLOWABLE SMW STACK TO BE 1/4'. 26' O.C. I fTYP.) 2) w oow FRAME MATERIAL: ALUMINUM ALLOY 6"1 MAX. ( TYP.) Ift•""" 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTN. TO 1w000FRAMEMEMBERGLAZING ( TYPJ SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB s CAULK BETWEEN 1/6' MAX. WINDOW FIN MINSPACEtSHES(MING fI 1 r I' MIN EMBE{ D{MENTJ. 7 S.iEATNING BY OTHERS PERIMETER CAULK INSTALLATION BY OTHERS STUCCO OR ANCHOR •B SCREW SIDING BY OTHERS SECTION B-B 1NSTALLATION I II ANCHORX8SCREWI SHIN AS REO'D. STUCCO OR (SEE NOTES) SIDG+ G Br OTroRS CAULK BETVEEM WINDOWFINPAIN. _ L SHEATHING SMEATMING EMBEDMENT TWO BY WOOD BY OTHERS BY OTHERS SECTION A -A EOUALLY SPACE 1 ANCHORS (TYP.) 6' HAA<TYP1 ACHICK MIN. EMBEDMENT Of 1 W 0 A) USE SXXONIZEO ACRYLIC CAUU( BEMM wWDOw FIN AT HEM. SILL k JAMBS. NATION ) EXTERIOR OFZED wR)DOwACRYLIC GElLK FOR PERIMETER SEAL AROUND WIEWFRAN 61 XRIOR6) BUSS THICKNESS MAY WARY PER THE REOWIEEMS Of ASTM E1300 GtASS CHARTS. A Z fe w r TNT rA ; r^.,7 A " . (` T 7) INSTALL WSTALLA70N fATENERS AT 6" MAX. FROM CODERS i..l . A. o'_.A..: i6. .'-J'."A AMD MAX. 24" O.C. DESWN PRESSURE -CAPACITY Of INSTALLATIONS NTTHANCHORSPACINGASSTATED. IS 70.0 PSF FOR ALL AVAM?LE SIZES UP TO I19' X 49 5/6' MAX. WItiJ i Gyii L' 'il: # ' RE DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. FORD. FLORIDA TITLE: INSTALLATION DETAIL wl a8 SCREWS HORZ. SLIDING FIN VINDOV Xox CONFIGURATION- SERIES 1000 DRAWN BY: BB APPROVED BY: DATE:12/ 17/O1 SCALE: N. T. S. DWG.: FLEx0029 PREAARLD HY, P00Du[7 a AOP.iCATION CNfJNCCRING. IMC. 230 INTCRMATD]1+AL MWT- S:,1TE cw, HCATH#74. •:ORIDA 3Z766 F"ONC 107 003-0365 rm '07 "5-0766 CONCRETE OR CAULK BETWEEN rWOOD INSTALLATION ANCHOR ONE 8r v000 CONCRETE OR BUCK BY OTHERS MASONRY OPENING BY OTK S CALL TIP TOWi$ONRY OPENING BUCK t Ni$'Y. QP N(NG l5' CIA. TAPCONBYOTHERSBYDINERS B.V. SUCK WIDTH) MIN I {MJCbKMI SIZE TIP ONE $T VOOO HIM1/A' S" A 1N2 2a 1/2 X 26SUCKBYOTHER$ SPICE Mix. 1-1/4. MIN. FLANGE TYPE I.3 26 1/2 X 36 J/6 CAULK BETWEEN EMBEDMENT VINOQV FRAME HIM AS REO'C. iFt 2E V3 x 7O 5/6 WINDOW FLANGE C G JAMB SEE NOTES) 1HA5 26 1/3 x 56 1/- t WOOD B j INSTALLATIONALIATIOr( ANCHOR IH6 26 1/2 It 72j3/16' DIA. TAPCON x 20I1/4' SHIM SPACE MAX. atG[D VINYL 2324 37x 36 3/6 37 X 50 5/6 GLAZING BEAD 245 37 z 56 1/4 STUCCO BY DINERS PERIMETER SEEN AS It -roll SEE NOTES) CAULK W.M. BY OTHERS I VINZCv FLANGE TYPE M HEIGHT) WINDOW FRAME HEADER GLASS (TYP.) SEE NOTES) RIGID VINYL GLAZING BEAD TYP.) PERIMETER FLANGE TYPE CAULK WINDOV FRAM BY DINERS SILL Q CAULK BETWEEM G V WINDOW FLANGE VtPRECASTSILL • V/VVLKEM 116 PRECAST SILL SECTION A -AADHESIVECAULKBYOTHERS OR APROVED COL. W.W. A— A e C D E I W.H. Y— G B L I I A ELEVATION VEWEO FROM EXTERIOR 25 37 x 63 GLASS cTrP.l 26 37 It 72 SEE NQrEs) $ X % e i p J3 53 v6 X 56 1/ 6 3s 53 1/6 X 50 S/6 7a5 53 Va x 56 VA 35 53 1/6 x 63 6 Y 1 x 7 9M CAULK BETWEEN C23 1 74x 36 3/6 IJCK WINDOW FLANGE 024 7a x 50 3/6 IGHTI t WG7D IMUCK I o 024 574 x 36 (/A 7ax63 PERIMETER Di5 74 X 72 CAULK STUCCO ` 2CM2 A z A BY OTHERS BY OTHERS I .224 x 36 2OYAW400M 3+ % A6 V.V. 20M46M 24 X 54 WINDOW WIDTH) CAULK BETWEEN 2OM%M 2A X 60 SECTION B— B NW002AVY BLIC11 ` ' w a X 7 MiS'Y. OPENING 30M20w % 2A NOTES, Br OTHERS 3OW30M 38 x 36 1) $HIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE 3OM40M 36 x 46 SHIM STACK TO BE 1/4'. 3OM46M 36 X Sa 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3Ow50w 36 X 6O 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. 30M60w 3a x 72 EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4OM30U sa 11 36 a) use SKJCONIZEO ACRYLIC CAULK SEMINO WINDOW FLANGE AT HEAD a; 40U40M 43 X 46 JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WTM VULKEM 40M46M A6 X 54 116 AGMESrvE CAULK OR APPROVED EQUAL. 40U50M 48 x 60 S) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEA. AROUND 40M60M as x 72 w C C CC CC ZC C C CC CC C C CC CC CC CC C CC CC CC 4 C C C CC T: CC CC TO7C• SF C C C C C C cC C CC iC3. 0 z.0 8.0B.0 A.3. C.0 A--.C. O A,B. C.0 A.3. C.0 C C C CC T C C CC C ZTCATIONS IN JAMB ASF q OAY TO TO TO 51,"r 7 A G M G,M GNG,M GM G.h G.H G.i( GN G.M,I,J a.H G.M.I,1 Gr}.J O.M I ` G.MJ,J G.M I G,MJ,J G.MJA G.HJ.J G!+ G! 1 G.N}, J G.M1.J 6.H G.NJ.J G.M}, J 6,MJ,J G.N. LJ G.M. LJ Ef.GJI,T c -.0 G.M G.M G.M G.M G.M G.MJ.J GM G. M G N.I.; GM G. NI YI M M G,M G.M G.)( G.M G.MJ.J GJ.J.J G.M G.HJ.J GJIJ.J G.M GJ(J.J GJ(.I.J G.MJ. J G.HJ.J G.H G.M G.MG.MJ. J GMI M G. M G.MJJ GJIJA G.MJ. J FGMIJ G. MJA G.H. I.J Gxf.J E.F. G.M.1. MI Jc EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE s6M301J SA X 36 Sa X a8 C C B. 0 B.0 3.0 B.0G:M G. CJ( G.MJ. J GJI.I. J G,M, I,J ANCHOROUIWTITY LISTED WITH NEXT LARGER SIZE. FOP. THE s64a04 46M46M SA X Sa C B.0 B.0 IG.MJA G.MJ.J E.F.G.M.0 APPROPRIATE DESIGN PRESSURE REO'O.. s6161S0M 54 X 60 C B.C. 9.0 G.H.I.JG.MJA C.F.G.MJ.J 7) CLASS THICKNESS MAY VARY PER THE R:OLIREMENTS OF ASTM E1300 a y20M 6a X 7a C C HI F 1 G.n r G. N GLASS CHAP.TS. a) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE SC43ow 60 x 36 C B.0 ILL B.0MG.M GN. W WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE OU40M 60 X AS 6C X 5A C C B.0 G. B.0 S.0G.M G.MJ. J MJ G. MJ.J G.MJ. J G.M, LJ E.F. G.M.LJ EXTERIOR ELEVATIONASAKEY. 9) ALL FACiORr APPLIED HOLES NOT OE$K:ruiEO FOR TAFCON ANCHOR 50446M SOw50M 60 x 60 C C B.0 E.0 3.0G.Nl,J G.M, I.J G.MJ. J E.F, G ! J E.F. G.N.1,J E F, G!IJ.J SHOULD BE FILLED WITN Ia SCREWS OF SUFFICIENT LTM. TO PROVIDE j0w6O4 60 x 72 8.0 N MR(. 5/ 8 M. EMBEDMENT INTO WOOD SUCK.O-C 56MAOM 6aX3aSI3.C.3 G.N G.N G.MJ.J 10) APPLICATION OF VUUCEM 11.6 AOHESAYE CAULK AT FF.AM- SILLMUST 56Ma0M 66 x sae S.0 8. 0 A.o,C. G.M G,MJ..1 G.M,LJ COMPLY WITH SEALANT MANUFACTURER'S P.ECOMMENOAT:ONS. 56WA6w 64x SA B.0 SIX A S.c.: G.M,I.J G.MJ J E.F,G,M,u 1 ;) ONE ADDITIONAL FIELD DRILLED a; INSTALLED ANCHOP IS REO'O. M 5SUSOM 66 X 60 E. 8 c A.3.C.: A.3.C: G.H!,J G.NJ. J E.F. G.M.I.J E.F, G!+.LJC.F. G.M.I.J E F. G.M I J• EACH JAMSONTHEFOLLOWINGSIZES: 'D25' (73 Y 62). "026' EMSOw 66 X 72 E C 8.0 e.I y,N 73 x 71 '56M604- 65 X 71).61 '6CM60M- (71 X71). PUCE 414 6Dw30 w X44 72 X 3a e.: B:C A.3.c.: G. M c.M H Gxw ANCHOR EETWCEN ANCHORS GAND I- AND BETWEEN ANCHORS H 60w40M 72 X AS 2.0 104 A.S.C.: C.M G.MiA G.M.I,J AND J OVIR 55 PSF ONLY. 60Ma6V 72 X 56 9: B.c A,S,C.: GM.I.J G,HJ.J E.i.G.M.I„1 12) WHERE WINDOW IS INSTALL-0 IN MASONRY OPENING WITM A STRUCTUAL 60(15]w 72 X 6G E.0 SIX A.=,C.: G.M.I.J U.G.11.w I G E,f,S. M•I,J F I F' TWO BY WOOD BUCK, USE Ito SCREWS OF SUFFICIENT LENGTH TO W 72 X 72 9 : C 8 A.3.C.: G H 1.J E.F H 1,J N J• ACHiVE 1-3/ 8- MIN. EMBEDMENT AT AEL INSTALWaCN FASTENER MADDITIONAL AK -HORS RE-.'D. SEE NOTE 11 LOCATIONS. ON SIZESNOTEDINNOTEI11ADDAI;O SCREW ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. FLORIDA INTERNATIONAL, INC EXTRUDERS SANFORD. FLORIDARAfTITLE: INSTALLATION DE TAIL W1 TAPCONS HORZ. SLIDING FLANG= WINDOW SEP.IES 1000 Fy,4/ -Y7-7PLJ/JFJPSDRAWN BY: BBAPPROVED BY: FIRE # NTS DWG.: FLEX0020 DATE:10/23/01SCALE: ParPAar* 7Y. Aa001fT 6 AwLICATION ENDIIti:k:Ii,. INC. 25C INT{RNA%C ftVV.. SU;TC 2W, MEAN-aJV. r: :BA 32TA6 F-9DNC •)7 605.6365F•x .7' 805-03ii ONE BY VOOD BUCK BY OTHERS CAULK BETWEEN VINDOV FLANGE t VCCD BUCK. STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD TYP.) CONCRETE OP. MASONRY OPENING BY OTHERS T I I B.V. BUCK WIDTH) INSTALLATION ANCHOR ONE BY wwo 3/16, DIA. TAPCON BUCK BY OTHERS SWIM AS R£0'D. RIGID VINYL c{/f• Na GLAZING BEAD <S-E NOTES), TYP.) GLASS TYP,XSEE NOTES) FLANGE TYPE WINDOW FRAME JAMB TVE N 1-1/•' MIN EMBEDMENT 9> STUCCO B7 THERS v IR CAULK BE E y oWINDOWFLANGEPERIMETERJ1tWOODbuCxCAULK BY CTHERS V.v. f1GCT) ( WINDOW WIDTH) Bic I SUCK CAULK BETWEEN HEIGHT) WOOD BUCK t CAULK BETWEEN WINDOW NAVY. OPENING FLANGE t PRECAST SILL BY OTHERS V/ CAULK. O 116 ADHEV'D. EVE SECTION 8— FLANGE CAULK. OR APRV'D. EOL. FLANGE TYPE CONCRETE OR PERIMETER vINDOV FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS W.W. PRECAST SILL ` a a - OBYOTHERSA A B C NOTES, SECTION A -A , 1) SKIN AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE O ESHIMSTACKToBEI/a-. 2) INSTAL I FRAMEAANCHOR K ALUMINUM ALLOY 606LJ) INSTALLATION ANCHOR 1MUST-1/ ' I OF SUFFICIENT LTC. TO ACHIEVE INN. EMBEDMENT OF 1-1/f' INTO MASONRY OR CONCRETE. f) USE SIUCOmZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACKED TO THE SUBSTRA.E WITH J B K EJ O vuLKEm its ADHESIVE CAULK OR APPROVED EQUAL V S) USE SKJCON= ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H. F G * EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE 15 NOT LISTED IN ANCHOR b+ART. USE A. ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE / APPROPRIATE DESIGN PRESSURE REO'D 4i 7) GLASS THICKNESS MAY VARY PER THE REOuIREMENTS OF ASTM E1300 CLASS CHARTS. AJ A e) LETTER pE51cNATIONs oN THE tAPcoN LOCATION CHART INgUTE H I `C' f-vwWHERETAPCONANCHORSARETOBEINSTALLEDWHENUSINGTHE ^V O EXTERIOR ELEVATION AS A KEY, J 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD SE.n1U.EO WITH /8 SCREWS OF SUFFICIENT LTN. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE WING IS SHOWN. THIS PRIM ALSO APPUES TO THE FLORIDA EXTRUDERS ISM AND 2000 ELEVATIONSERIESSINGLEMUNGS. II) WHERE WI10OW IS INSTALLED IN MASONRY OPENING WITH A SUCTUAT Two BY WOOD BUCK. u/ 110 SCREWS of VIEWED FROM EXTERIORSUFFICIENTLENGTHTOACHIEVE1-3/P- MIN. EMBEDMENT AT ALL XVSTALLAnON FASTENER LOCATIONS. CAULK BETWEEN VDOD BUCK 6 MAS'Y. OPENING 9Y OTHERS 1-1/4' MIN. EMBEDMENT INSTALLATIONION ANcica 3/w DIA. TAPCON SHIN AS REO'D; 1/r MAX. SE£ NOTES) FLANGE TYPE VINDOV FRAME HEADER GLASSTYP.) (SEE NOTES) TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAWS SIZE SIZE 300V To aO.SF a1Pv TO 70PSr 300u TO 40PSF f:PSF TO 7y-v 12 16 1/3 x 25 e e rA FA t3 e X. 37 3/eI6vro e e i.G F,G Tf 16 fX A9 S/e e B rA ' F.G Ifs 16 1/8 X 53 1/4 e e FA F.G15 1B 1/3 A 62 e B FA • rA 16 16 1/6 A 71 B 6 FA FA.KJ 17 1 19 t x 93 r rG,JK IH2 25 1/2 X 23 B IM3 2S 1/2 X 37 3/8 e B F.G VA 1M4 26 1/1 X 49 1/8 e B FA FAJIJ 1M45 25 1/2 X IS 1/4 e B F.GrAmi 1NS 25 1/2 X 62 8 B FA FAAJ 1H6 25 1/3 x 71 g B FA FAMJ 1M7 23 1/2 X a0 e e FA.J.K F,GJ.a 30 1/3 • 26 29 I/3 X 35 e e r FA F.0 301/1 . ]6 J/8 29 1/2 X 37 3/8 29 1/2 : a9 S/B e B FA FA . 301/i . 50 !/8 1/f 21 1/2 X » I/• e e FA F.GxJ301/2 . s6 1/2 X 82 e B rA FA.MJ301/3 . 63 30 tp . 7: 29 a1/2 x 71 e e FA.MJ rA.MJ 301 2 µ39 1 i X 6] e B F.G.J.K F,GJ.K 41 2336 x 25 36 X 37.3/5 e 8 FA rA 24 36 X •1 5/6 e e rA FA F. O.H) F. GJ1J2452536XSs1/. 36 X a e BB BF.GJ1,1F.G.KJ 26 38 x 77 ' B 6 F.G,N.1O.E,F.GJ•J 7 36 x 83 B B i,G,IJK rA.MJ.J.< f X 2 . 30 3/8 41 X 25 t X 37 3/9 B B FA F.GlIJ42 a 50 5/8 a1 X N9 5/6 B B e BFA F.G•M.1F.GJ1JLGlIJ N2 . 36 1/4 42 . 63 ft X 55 1/1 41 X 62 B e FAAJ O.E.IAJ•J 42 72 11 11 7l B 8 FA.MJ O.E.F.G,HJ a . a tx83 rG K F.G.UAK a6 . 26 47 x 25 B A.0 A.0 FA FAJIJ 8 . 38 3/3 7 x 37 3/6 47 41 5/6 B A.0 FA i,GrJ46 . 50 3/3 8. x t/• X uaSS r/• B A. FA.MJ F,CJ1Jse X 63 r.OJN,IrAJU D. E.iA J O. ElFJ+J a8 . 72 a . i7: 1 u X e3 B A.0 It X -1 K 32 3352 t/6 X 25 52 1/6 X 37 3/8 a aA.0 A.0 FA FAG rcnJ 3A 52 1/6 X 49 3/8 1/ 8 X 55 1/4 a A.0 ACFA.IIJ rA.MJ F.G.MJ O. EiA.•u 345 3552 521/6 x 62 9 aA.0 r,G.KI O.E.F.G.M,I 311 3 1/8 x 71 a A.0 F.C.MJ O.E.F.G.HJ 37 32 1/6 X 63 B A i,G.J.K O.Ef.G.J.K.J.K 37 SQE NOT AVAILABLE IN 1000 OR 1500 SERIES. 1 ` . NAL INC FLORIDAEXTRUDERSI"SANFORD FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 a 2000 DRAWN BY: BB APPROVED BY: DATe: 10/09/OI SCALE:NT$ DWG.: FLEX0016 F a7 -5-03" PIEPAAEor:-aROOWT A APPLICATION EhGVW&K142.0<,. 250 WRRMATIONAL P.Y_ SUITE 250. NCATMAOW. FL0140A 3r46 PHONE 4Q7 803-0.T65AX CAULK B?TVEEN SHEATHNG WINDOW FIN L $Y OTHERS SHEATHING INSTALLATION ANCHOR . IIB WCAD SCREW STUCCO ` BY OTHERS WINDOW HEIGMT PERIMETER CAULK BY OTHERS GLAZING (TYPJ SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR t8 WOOD SCREW STUCCO BY OTHERS CAULK-B£TVECH WINDOW FIN ATHING L SHEATHING BY OTHERS SECTION A -A t' MIN. EMBCDMEMT TWO BY WOOD BY OTHERS SHIM AS REO'A I / (SEE NOTES) Ll -1 1/a' MAX. SHIN SPACE FIN TYPE WINDOW FRAME MEADER GLAZING MID.) cSEE NOTES) FIN TYPE WINDOW FRAME SI6(ARBLE SILL STOOLBYOTHERS TWO BY WOOD BY OTHERS WINDOW WIDTH SHIM AS REO'D — SEE NOTES) ACTS . MANU . GLAZING (TES) L' 1c]yaG ?f (SEE NOTE I/{' MAX. SHIN SPACE TWO By WOOD STUD BY OTHERS I' MIN: EKiEWNT I SHEATHING' BY OTHERS CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRAME L SHEATHING H WINDOW JAMB j' V!DTH CAULK sWOOINSTALLATIONANCHOR EAL'{ K .s yoan scREW A BY OTHERS STUCCO BY OTHERS SECTION B-B L 24, O.C. MAX. cTYP.) EQUALLY SPACE VUHDOV ANCHORS ( TYP.) HEIGMT NOTES, . ty SHIM REOV. A: EACHINSTALLATION ANCHOR. uIALLOWABLE sX BE 1/4 2) WINDOW FRAMEMATERIAL. ALUMINUM ALLOY 60b3: - 3) 0 ACHNATION ANCHOR MUST BE OF SUFFINTO WOO BUCK. LYK TO ACHOEII£ MIN. EwaEOuENT OF t' tM4 wOpC 8L/CK. A J ' MAx 4) USE SIUCONJZM AGtYUC CAULK BEHIND WRHOCW FIN TTPJ AT HEAD. N itCRY?IC JL6-S) VSESR.KOMKZED ACRYLC CAULK FOR PERIMETER SEµMAX (TTP.) AROUND EXTERM OF WT40OW FRAME. 6) IF EXACT WRQ'QW SIZE ISNOT LISTED IN ANCHOR CKART. USE AN-moR QWA\•TITY LISTED WITH NEXT LARGER SIZE. ELEVATION T) GLASS THICKNESS MAY vARY PER THE REOWREMENiS OF ASTM E1300 GLASS CHARTS. VIEWED FROM EXTERIOR B) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETAVOERS 15M AND 2000 SERIES SING:: HUNG WINOOWS. EMBEDMENT M DESCRIPTION I DATE INTERNATIONAL. INTERNATIONAL. INC FLORIDA EXTRUDER: SANFORD. FLORIDA TITLE.INSTALLATi=N SNAIL V/I18 S%REYS SINGE HUNG FIN VINDO:I - SERIE-S 1000,1500, b 2000 DRAWN BY:BS I APPROVED BY: DATE:12/13/ 01 ;SCALE:N.T S IDWG..FLEX0026 SHT I OF 2 INTCGMaTIft t P— T.. SUITC ) F10111 A U746 PHONE 407 605-0365 FAX 4d7 WS-0366 7 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY VOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE t VOCD BUCK \\ STUCCO _j HY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYPJ SEE NOTES) Wx VD(DOW SIGHT) PERIMETER I CAULK BY OTHERS a INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEENVCODBUCKt NAS'Y. OPENING By OTHERS GLASS (TYP.) 1-1/41 MIN. (SEE NOTES) O ENyEpMCNi 4V.t, SKIM AS REO D 1/a• MAIL SEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL FGLAZINGBEAD 8rL / HEIGHT) RIDGED VINYL GLAZING BEAD I W.H. FLANGC TYPE WINDOW FRANC a , CAULK BETWEEN VINDOV FLANGE t PRECAST SILL W/VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV•D. COL. ' SECTION A -A., H. V BUCK WIDTH) MIN AS k£0'D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD 1-11" HIM CONCRETE ORtoco<.f NA`aCNRY OPENING By OTHERS C+ INSTALLATION AKHOR- 3/I6' CIA .TAI CON . . v OME BY WOOD v BUCK BY OTHERS FLANGE TYPE p WINDOW FRANC CAULK BETWEEN PERIMETERWINDOWFLANGECAULKtWOODBUCKBYOTHERS CAULK BETWEEN WOOD BUCK t V V MAS'Y.OPENING WINDOW VIDTM) BY OTHERS STUCCO BY OTHERS SECTION B—B 1) yKM A$ REO'O. AT EACH INSTALUTK)N AMC - MAX ALLOWABLE SHIM STICK TO 8E 1/A-. 2) wNOOw FRAME MATERML: ALUMINUM ALLOY 6063. 3) 3/1.6- Du, TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICENT, ATM. TO ACK" MIN.. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. SIUCONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD g JAMBS. SILL WST BEa) USE . ATTACHED TO THE SUBSTRATE WITH Wu(EM 116 AOMESNE CAULK OR APPROVED EOUAL. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF Mn00w FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCMOR OUANTITY LISTED WITHNEXTu(RGER SIZE. FOR THE APPROPRIATE OES:GN PRESSJRE kE0'0. T) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. z4• D.C. MAX. <TTPJ 6) WHERE SPACING BETWEEN TAPCON AuCH10RS EXCEEDS 24 N. O.C.. 16 SCREWS 'OF $(1FF1C1ENTLTH. TO PROVIDE MIN. 5/8 N. EMBEDMENT NT0 w000 SUCK SHOULD PRINBE T ALSO APPLIES TO THE9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SNOwN. THIS 6• MAX. ,(TYPJ FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 11) SEE BACK Or THIS SET. FOR HONEINSTL'm ANCHOR AT rAAE SAL. It) APPLICATION OF VULKEM I18 ADHESIVE CA" AT FRAME SAL MUST COMPLY WITH SEALANT FKTURER'S RECOMMENGAT)ONS. K A --N*j ELEVATION VIEWED FROM EXTERIOR MANU AL TWO 6V12) WHERE WINDOW IS NSTAL:EO INMASONRY OPENING VAIN ASTRUCTU W000 USE 110 SCREwS.Or SUFFICIENT LENCN TO ACHIEVE 1-3/5" M NEMBEDMENT. 13) WINDOW UNITS CAN BE MULLEO TO OTHER UNITS USING ALUMNUM TUBE MULLION. SEE MULLIONINSTALLATIONSHEETSFORR£O(11REMENTS. INTERNATIONAL. INC FLORIDAEXTRUDERSSANFORDT. FLORIDA TrrM INSTALLATION DETAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 L 2000 1 DRAWN BY: S9 APPROVED BY: 2 1. 2W, 2DATE: 10/22/01 4SCALE: NTS DWC.: FLExoo18 S IEET I a 2 33Tae HKPK wT e0s-oats rAx apT 1r5-:36t PwAuoeY:'PRoouCT TCOV40LOGY CORP.. 250 P(TDRNATKYM( PKwY. SURE 260. HEATHRaw. Mama P SHEATHING BY GTwERS CAULK BETWEEN VINCV FIN LSHEATHING INSTALLATION ANCHOR 08 SCREW CXTERIOR FINISH gT OTHERS — PERIMETER ` C CAULK — BY OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK BT OTHERS INSTALLATION ANCHOR R8 WOOD SCREW EXTERIOR FINISH BY OTHERS I' MIN. B£DMENT WINDOW WIDTH I 1/4' MAX. VoOv FRAMING SHIM SPACE BY OTHERS SIN AS R£0'0. I yWFWWAB.O.A.F• Cl'( P SEE NOTES) NAB' l/MAX. , u SHIM SPACE FaE A GLAZING SEE NOTE 6) FIN TYPE WINDOW FRAME GLAZING SEE NOTE 6) BUCKHEIGHT FIN TYPE WINDOW FRAME CAULK BETWEEN I WINDOW FIN T. SHEATHING 1•NIN. EH3EOMENT SHEATHING BY OTHERS SECTION A -A SHIN AS REO'O. 1/4' MAX SEE NOTES) WOOD FRAMING BUCK BY OTHERS HEIGHT EXTERIOR FIN TYPE. WINDOW FRAME A-J ELEVATION VIEWED FROM EXTERIOR WOOD FRAMING BY OTHERS ' SHEATMING SY OTHERS INSTALLATION s3HORSCREW CAULK BETWEEN WINDOW FIN SHEATHING. SECTION B-B EXTERIOR FINISHPERIMETER CAULK BY OTHERS BY OTHERS NOTES, 1) SHIMEACHUWITHLOADBEARINGSHIMmMAX. ALLOWABLE SHIM STACK TO BE 1/1-. 2). WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST 8E OF SUFFICIENT LENGNT TO ACHIEVE MIN. EMBEDMENT OF I- NTO WOOD FRAME. 4) USE SILICONZED ACRYLIC CAULK FOR PERIMETER SEALAROUND -EXTERIOR OF vAN00w FRAME. 5) USE SIICONZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREL(ENTS OF ASTM E1300 GLASS CHARTS. SINOI.E GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOWISSHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. - 6 B) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH ANCHORSPACINGASSTATED. IS 70.0 PSF FOR ALL AvAKABLE SIZES UP TO 73' X 71" OR 63- X 95' OR 119' X 37-3/8' MAX. 9) WINDOW( UNIT CAN BE MULLED TO OTHER UNITS US: NG ALUMINUM TU°E MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. V," PREPARED BY: PRODUCT MCHMOLOf Y CORD_ 2; SCALE: N. T. S.jDWG.: FLEX0030 MKC MARY. FLORIDA 32746 PHONE 407 D05-0365 FAX 407 K) 1 CAULK IETV£EN VINDCV FLANGE L VODD BUCK CONCRETE OR MASONRY OPENING BY CTHERS BKTER'C7 FIN7SM BY pT.+ER2 PERIMETER CAULK J IT OTHERS VINDOV FRAME HEAD WINDOIN HEIGHT EXTERIOR WINDOW FRAME SILL PERIMETER CA..:K• BY OTHERS TXTERIDR FINISH — BT OTHERS CAULK BETWEEN WOOD BUCK L NASONRY OPENING BY OTHERS ONE BY WOOD BUCK IT OTHERS INSTALLATION ANCHOR 3/16' O:A. TAPCON Q I / MIN. EMBEDMENT 1 1/4' MAX. SM U SPACE SHIM AS REO'D SEE NOTES) GLAZING (TYP. Ste NOTES) V11AmV FLANGE 4 CAULK BETWEEN7-CONCRETE 6 WOOL BUCK R CAUULK BETWEEN WOOD BUCK t MASON" OPENING F_CTION A -AITOTHERS INSTALLATION. ANCHOR 3/16' CIA, TAPCON SHIM AS REO'D.. SEC NOTES) T L 1/4- MAX. SHIM SPACE NOTFS I) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SMIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAM£ MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' DLA. TA?CON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. 'M:EDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS & 24' 0..C. MAX. ALL FACTCRY APPLIED HOLES Na.' O£SIGwT-c•3 FOR TAPCON ANCHORS SHOULD BE FILL-ED WITH l6 SCREWS OF SUFFICIENT LT-M. TO PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD BUICK. WHERE WINDOW IS INSTALLED RI MASONRY OPENING WITH A STRVCTUP.AL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO' ACME'/£ 1-1/5- MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3• 5) USE SSLCON1.:E0 ACRYLIC CAULK BEHIND WINDOW FLANGE A- HEAD. SILL JAMBS. 6) USE. SILICCK+2E0 ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW FLANGE. 7) GLASS THICKNESS MAY VARY PER THE REOURREMENTS OF ASTM E1300 GLASS. CHARTS. Sw Ae GLAZING i5 SHOWN. INSULATING GLASS IS ALSO OUAL6'IEO. B) BUILD DOWN AROUND CURVED PORTION Of W1M0Ow FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIICENT S'RENGTM TO ADEQUATELY TRANSFER LOAD FROM MNODW TO THE STRUCTURE. 2) FLORIDA EXTRUDERS 1000 SERIES DESIGNER wNCOw SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES rk 2000 SERIES. 10) ELEVATIONS S:*2W COMMON CONFIGURATKIMS. T IS N0T INTENDED TO LIMIT USE DF THIS PRODUCT TO THESE TWO CCNFIGURATIONS. THIS $MEET APPLIES TO ALLCONFIGURATIONSTHATGINBEMANUFACTUREDFROMTHE1000, 1750, h 2000 SERIES DESIGNER FXX£D YANOOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UMTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREM_NTS, A EXTERIOFP. ELEVATION 1-1/4' MIN. - 1/4' KAX EmirDMENT SKIN SPACE ONE BY WmD SHIM AS REO'D BUCK BY OTHERS, SEE NOTES) FI INSTALLATION ANCHL'R Ii76' VIA. TAPCON VINpQV FRAME a JAMS GLAZING (TYP SEE NOTES) Vy CAULK BETWEEN VX-3 BUCK I,/ I 1 ati/ OTHERS PERIMETER CAULK Br OTHERS EXTERIOR FINISH J IV OTHERS WINDOW WIDTH Y L1r CAULK BETWEEN vINDOV FLANGE l WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS SECTION 8—B A EXTERIOR ELEVATION U - INTERNATIONAL, INC Q ,-)/BE.- MIN. N `" r: FLORIDA EXTRUDERS SANFORD. FLORIDAEMOMEM ONE By WOOD uSnj A L A TITLETLANGE INSTALLATM DETAIL CONCncTE HEADER V/1 BY BUCKlYANBUCKITOTHERS DESIGNER rixED VINDGV 1000. 1750. t 2000 SERIES ice"" r A'' DRAWN BY: BB APPROVED BY; r 7rlfl3 DATE:OZ/IZ/02 SCALE: NTS DWG.: FLEx0035 PKw[7 A.• g*IGLW i9'. M WCMf*Al A+A. IIJZ AA 41-0.I%GI 3"'6 'OC M WS'"" Ir •T1 W"a" ONE IV BUCK BY OTHERS CAULK BETWEEN V1NC-'J FLANGE L SM£ATkINC PLYWOOD lT rPJ IT OTHERS TYTERIOR rOTHERS IN1SH —\ PERIMETER CAULK IT OTHERS WINDOW FRAME FE40 WINDOW HEIGHT EXTERIOR VM4V FRA:i - SILL PEiIMETCR CAULK IY OTHERS EX'Ett1CR - F3 ISH 1. OTHERS \\ SHIM A. FEO'D SEE FCTES GLAZING (TYP. SEE NOTES SHIM AS REO'D SEE NOTES, CAULK IETVEEN — QWINDOWFLANGE iKICI(L, ONE BY WOOD CAULK IET'JEEN WOOD !: K % MA$ONP• -ZPP ENINu IV GTNEi$ cQNcRETE OR SFrTION A —AM4$I . • - - IY OT.E.S INSTALLATION ANCHOR A;0 SCREW BUILD DOWN BY OTHERS N07EK. TO SILLIES 1) SHIM AS P.EO'O. AT EACH INSTALLATION ANCHOR WITH LGAO BEARING SHIM. MAX. ATOWABLE SHIM STACK TO BE 1/4', 2) WINDOW FRAME MATMAL[ ALUMINUM ALLCY 6063. T- 1-3/6' MIN. 3) TAPCON INSTALLATION ANCHCKS AT SILL MUST BE OF SUFFICIENT LTM. TO ACHEF I EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 110 INSTALLATCAN SCREWS AT HEAD h JAMBS MVS BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/5- MIN, EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. INSTALLATION ANCHORS k SCREwS TO Be PL4CE3 6 IN. FROM CORNERS & 24 IN. O.C. MAX. A) USE SILICON12ED ACPrjC CAULK B(MMO WIIOOW FLANGE AT HEAD. SILL k JAMBS. S) USE SILCONQEO ACRYLIC CM11K FOR PERIMETER SEAL AROVNO EXTERIOR OF w%NOOw FIANCE. I'w MAX. 6) GLASS THICKNESS MAY VARY PER TrE AM9REMENTS OF ASTM E1300 GLASSSHIMSPACECHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO O ALIFIED. 7) &JILO DOWN AROUND CURVeo PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY OTHERS. BULD DOWN MUST BE OF SUFFiCENT STREWN TO AOEOUATELY TRANSFaR LOAD I" VRNOOw TO THE STRUCTURE. 6) FLCPXA EXTRUDERS 1000 SERIES OES00 WILrOW SHOWN. THIS PRINT ALSC APPLIES TO FLORIOA EXTR'JOERS 1750 SERIES k 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. FT IS NOT INTENOED TO LIAT USE OF THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL CCNFIGURATpNS THAT CAN BE MANIFACTUR£D FROM INC. 1000. 1750. h 2000 SERIES DESIGNER FIXED W:NDOw FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUREMENTS. SUCKHEIGHT 1/A' MAT. SHIM S:A_: EXTERIOR ELEVa-ION XXNTIiU FORMA B.O.A.F.' EMBEOMEN' , 6 ,6 T ONE IT WOOD MANUFACTURER Nf7N1,`TA: . 1 DUCK' IV OTHERS ), -' -I.. yyG' A..., A S INSTM LATION AN MMR JI 4 . F3/16, NA. TAPCON 1..l 1-3/B- MIN. EMBEDMENT BUCK WIDTH 1/4MAX. SHIM SPACE CAULK BEIVE-EN TWG By BUCK TWO SY FRAMING L C?ICRETE 1T OIANCRS BY GTHERS SHIN AS RCC'D SEE NOTES INSTALLaT3:N AN:.NGR 110 SCREW Q vINDOv FRAME CAULK BETWEEN JAMI . WINWV FLANGE L vTD LUCK S EE2NOTE 'YP. a a CONCRETE OR M. ASONtYPERIMETCR CAULK gY GTHCRS BY OTHERS WiNOov WIDTH I C% TER1J FINISH SECTION B-B or OTHERS WINDOM Warm A a FXTFPIC E' EVATION 1• Xy( _...I I. v MIX 43 INSTALLATION MpIEM kltl DID. Y.[( ANCHOR SCREW (TTP.) CAULK REMIND rim I TWO IT FRAIING SmIN AS REO'D. / IT OTHERS. S'rt6TM`' iv0 BY BUILD SEE NOTES) YETC:HERS DOWN By OTHERS CAULK BEHIND FIN rim rRAME JAMB NOTES 9 INSTULATICN ,' SHIM AS REO'D, 1, SHIM HIS REO.O. •WCEN:T TO EACH WSIAIWgN avCHOR wam LOADO BEAR ANCHOR SCREW (TTP3 'SEE "C"ES) S~. MAX. AL--OWAW SM)M STACK TO BE 1/4'. GLAZING (T TP. it 72) WINDOW FRANC uAT=.Ru xjN"N A.IAr 6063. SEC NOTES) d OMRZED ACRYLK CMJ%K BEHIND WINDOW F.M AT HEAD. SILL & JAMBS. rim WM. 1" 3) USE SER a EIa[t'[HR f {Myl YK( aj USE OW MAIL ACRYLIC CAULK FOR CERNM£TER SEAL AROUND EXTERIOR Of WINDOWiRA E. S) GLASS THICKNESS MAY G IS PER THE REOUXW5 GTS Or ASTM OUAL GLASS CHARtS. SINGLE C.AZKNG K SHOWN. INSIAII:aHG GVSS t5 ALSO OUALrtREO. \— EXTCpioR SME•Tm1Mr 6) SCREW ANCHORS AT HEAD. So.L & JAMBS 94OULD 8E /6 SCREWS OF SUFFICIENT By CTMERS ExT£a1DR FINISH ( • LTH. TO PROWE MML 1 IN. MR. EMBEDMENT INTO WOOD FRAME. PUCE /e tr OTHERS a SCREW 6' FROM CORNERS NO 24' O.C. MAX.. EXTERIOR 7) BUILD OO SAM" CUP,vEO PRTION OF IWRO0W FRAME TO BE ENGINEERED BY FiNRSM OTHERS. BUILD DOWN MUST BE Or Sur,ceNT STRENGTH TO ADEOuATELY tY OTHERS TRANSFER LOAD FROM WWIOOW TO THE STRUCTURE. PERIMETER CAULK 8) FLORK A EXTRUDERS IWO SERIES DESIGNER WINDOW SHOWN. TMIS PRINT ALSO PERIMETER CAULKBYOTHERSAPPLIESTOFLORIDAEXTRUDERS1750SERIESi. 2000 SERIES. —vmwv vit:N 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO UNIT USE Of Br -OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL rim rRAHE HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAUMG SYSTEMS. SECTION B-B10) WWNOOW UNIT CAN ALSO B£ MULLED TO OTHER UNITS USING ALUMINUM TUBEMuLuON. SEE MULLION INSTALLATION SHEETS FOR REOIRREMENTS. - GLAZING (TYP. SEE NOTES) ExTERiOR PERIMETER CAULK 1T OTHERS EXTEVIGR rINISm— BY OTHERS 88 INSTA .LATiOK -- ANCHOR SCREW (TYPJ SME•THP.G — tT OTHERS rim FRAME SILL. SHIM AS 11£01.— SEC NOTES) / T L IN MAcStillPACE 1111 EXTERIOR ELEVATION IWO BY ro"mG IT OTHERS e CAULK REMIND rl!' Ti.lV 3,? • 1'NlN EIYENR u $'(tii VLAl SECTION A -A 209 A EXTERIOR ELEVATION FLORIDA EXTRUDERS's oD. FLORID TITLE. FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN RY: BB APPROVED BY: DATE:02/14/02 SCALE: NTS DWG.: FLEX0037 H.M...ni a WINCH WNH.nn. (a rA A.u•..TOHr an. W% 2...(.rMw. ryIWAH W.4 wx w wcu ••H .+ HV)•.1Mi i CONCRETE ORMASONRYOPENING SM:M AS RE'0'D SEC NOTES) INSTALLATION ANCHOR 3/16' CIA. TAPCON 1/4• MAX, SHIM SPACE BY OTHERS CAULK BETVEEN INSTALLATION ANCHOR Ra scRE• <irP. vHHERE 1 i 1 1/6' MIN. EMBEDMENT CONCRETE OR MASONRY OPENING BY OTHERS GR FLANGEDOS t VOOD HULK CAULK HETvfEN TAP" S AR£ NOTONEHYVnOD .ON BUCK BY OTHERS R£Q'DJ ONE BY VOOD IN$'ALLATlON ANCICR + 7 CAULK BETV_ N PERIMETER VOGO SUCK t NAVY. OPENING BUCK BY OTHERS 3/16' D1A. TAPCON VOOD SUCk t MA$•Y. .OPENING CAULK BY BY OTHERS 1 1/6' MIN. BY OTHERS OTHERS E113ED14ENT SLIDING GLASS 4 CAULK BETv£=N STUCCO STUCCOTHERS C Q p Q DOOR FRAME JAMS G CAULK. BETVEEN VOOD SUCK t SL:D:NG GLASS DOCR HOOK STRIP HOOK STRIP t VOOD BUCK 1/A' MAIL SHIM SPACE H MA$'Y. OPENING BY OTHERS HIM AS REO'D. I CSEE NOTES) 1-1/6' MIN. E!13£DM£NT 1 4 INSTALLATION ANCHOR 3/16' CIA. TAPCON TEMPERED GLASS CAULyDOORKFLLAANGEEN INSTALLATION ANCHOR cTYP.) t WOOD BUCK 08 SCREV (TYP. VHERE 4 ONE BY v000 TAPCONS ARE NOT REO'DJ SLIDING GLASS DOOR FRAME PERIMETER CAULK BY SUCK BY OTHERS HEAD OTHERS CONCRETE OR MASONRY OPENING STUCCO BY OTHERS BY OTHERS S.G.D. viol u COCE;=;A,- - . BIOIVRKTYP.)RED GLASS. TEMPERED GLASS NTYP.) SECTION BMpff YAGTURER AME: 1 SLIDING GLASS DOOR DOOR n r, ct n Y r .) INTERLOCK HEIGHT MASTER FlU # Y HOOK STRIP DETAIL SLOT 6063 SLID:NG GLASS I 1 C3GQ F SAN` I 1 I J D 11 DOOR MATERIAL, ALIPRIAN21TAMmMTYPEINSTALCATION ANCHORS WST K Or SvrICIEMI L"TN TO ACMIEVC Him CMKSENYor1-1/4• INTO MASONRY OR CONCRETE- 3311 UALT T CHARINSTALLATIONTALam TIO MSANCHORS M DACK IN ALI, FRAME TENMOS• T. 51 USE 9LICO IXII ACRTLIC CALLK KNIND DOOR FLAMM AT KAO t JANDS. - 6) Use SILIC(KKO ACR7LIC CAULK rOR PERIMETER SEAL AM400 EXTCRIOR Or'DOOI .._ 7) IF EXACT DOOR SIZE IS NOT IISTED IN ANCHOR CNADT• USE AI{HQI-DUN'ITITY.LISTEO v:TH YEXi,.. LARGER SIZE. FOR THE APPROPRIATE DESIGN RESSURE RE I. -. 1) FOR POCKET DOOR SIZES USE CLOSEST D+PASS DOOR SIZE t COWVAAUTM TD FINISHED OPENING, PLACE 'TAPcOmL IN FRONT OF HOOK STR:P AS SHOvK ... . 31 GLASS THgOOCSS MAY vARY PCR RCOu1REHENi1 Or AST £1300 GLASS CHARTSIO) ALL FACTORY APPLIED 60.0 FORT KSIGNA'EO FOR TAPCON ANCHOR SHOULD K FILLED_ V1TH RD SCREWSOrS/rICICM LENGTH TO PROVIDG MIN 3/1' (MKOMENT INTO vORD J'" 11) DOOR UNIT 13 APPROVED USING TEMPCRrO GLASS IN SINGLE GLAZED W IN&SMATING GLASS121JAW /Sill EOpNERS ARE i0 DE SCALED v:TH A Swill JOINT SCAN SEALER. . 131 SHIM AS REO'0. AT CA. SCT Or INSTALLATION ANCHORS MAIL ALl6vAR£ SHIN STACK TC K 1/40. IAI ALL INSTALLATION ANCHORS MUST K MA3L Or CGMW-104 RESISTANTHEATERIALS. Its WHERE -jr•X' R£PRESCNI$ M0v]MG PANEL AND Ir REPRESENTS FIXED PAHEL APPROvCD . A CO WA)RATIOMS ARE AS LISTED OM ANCHOR CHART Ou DECKS T,jj SM£ET. .'. OctALL CO'•'IGURATIONS LISTCD A00VE ARC Pew% ON TWDRIVING. HOWEVER INSTALLATION 16) APPLYTO [MST EXTERIOR ELEvc" ON SECTIONS 'A -A'. •D-I', t HOOX STRIP KTAIL ALLATION OR ALL APPROVED H CONFIGURATIONS 1 r2 PANEL DOOR S43VN 171 OKtALI OHC TAPCOR lM CACM PAIR Or FACTORY APPIIED INSTALLATIOM HOLES LMESS NOTED 1 _3EDMENT QTWRVISC ON ANCHOR CHART. SEE DKK or THIS LEFT. D f d A 1-1/A' N:N 111 FLORIDA CXTIWKRS 1000 SERIES SLIDING GLASS DOOR IS SM(P^ THIS R:NT ALSOAl USES TO A 6 - .. 2010 SERIES AND SIR SERIES. _..... - _ .... .. Li A D .. JI • oREVDESCRIPTION DATE IN EXTRUDERS LIH£RALLY APPLY F L O R I D INT. INC. $ANFORD FL. CA lO KINGUNDER SILL OR SETSILLINBED - INSTALLATION aNCH£? . - TITLE: SLIDING GLASS .DOOR OF CONCRETE 3/16' CIA. TAPCON INSTALLATION WITH TAPCONS SECTION A - A PAWN BY: BB APPP.OVED BY: . r 1 2aG A DATE:10/25/01 SCALE: NTS DWG ,#: FLEX0021 hH ti AP oA fl V ADOUCT L APPLICATW' N CNCiMCCRNN/. INC- rA MTCRw)Tl NAL A., SwIE M. M[AhA1 v. ft0L,: A. 3=746.. NOT-1C -ms FY W7-CS•QSM INSTALLATION ANCHOR t DOOR WIDTH 4 -1/4' MAX. SHIN SPACE 1CINSTALLATIONAHG$ SHIN AS REro•D R8 SCREW I rv0 iY v00a AS SCREW HECTHIQ (SEE NOTES)_ 1-1/8 nIN DY GTH£RS TWO BY WOODEMBEDMENTByOTHERSCAULKBETWEENTWOBYWOODDOORFLANGESLIDINGGLASS t SHEATHING BY OTHERS DOOR FRAM CAULK BETWEEN MOOK STRIP t SHEATHING i SLIDING GLASS DOOR NOOK: STRIPSHINASREO'D. 1/a MAX. (SEE NOTES) 1 Sx1M SPACE INSTALLATION ANCHOR 1-1/6, MIN. RB SCREV EMBED MIN EMBEDMENT j EMBEDMENT TEMPERED GLASS CAULK BETWEENSTUCCOCTYPJ OR SIDING DOOR FLANGE BY OTHERS S. SHEATHING SLIDING GLASS DOOR FRAME PERIMETER KAD 71STUCCO G CAULK BY S OTHERS SHEATHINGPERIMETERBYOTHERSCAULKBY TEMPERED GLASS TEMPERED OTHERS STUCCO CTYPJ IDING: GLASS (TYPJ Cd( SIDINGBY OTHERSBYOTHERSSLIDINGGLASSDOOR jr a .:'. - INTERLOCK s HEST SECTION E-B HOOK STRIP DETAIL s l0>4 vo lu SLIDING GLASS. DOOR FRAME SILL 0 1 GGR MATCRIA4 ALwww' ALLOT 6"3: 2) AD INtTA".10N SCRCVS MUST K Or' STrrgtENf LENGTH 10 ACHIEVE MIN. EMDEDMEMTOrI-I/D'_ INTO WOG& .TAP000_TYK DTSTALU712+ AMpGtS AT SkL MUST DC RWICIENTLENGTHTOACICVEM{N iMMDKEP'Ec' (rt-VA• INTO MASOWY OR ca-me : ..... _..-.. 31 IMSTALLAT13 M ANCHOR CHART GN HACK W THIS SHEET. - AT uSE SRJCONCZCD ACMntt CAULK gem"DOOM rLAWA AT WAS t JAMS. S) uX ULXI 0ZED ACRYLIC: CAULK raft PCRVETCR SEAL ARJu7T8 EXTEItWt Or DOOR61KEXACTDOORSRCISMOTLISTEDINAN04MCHARt• USE ANCIa OumilTY LISTED VTTH-IEXT LARGCII SIZE. rOR THEAPPROMATC KSIGM PRESSURE RCO'D..' 77 rdt POCKET DOOM SIZES USC CLOSEST MASS DODK SIZE t CGWVA1RATDOC TO riMILEO OM)+M12, PLACE WSTALLATMN AWptS. IN rROgT W )LAC STRV AS SW40L . O) GLASS TMICKTESS MAY VARY PER RCOUDICMCNTS Or AS7M 03M GLASS CHAITTStoWNUNrTISApff& E2 uSD(G T mPMD,GLASS IN SDNGLC GLAND OR' HMS .A7D4 GLASS. IDI 3W Ski. CGRWRS ARC. TO K SCALED WITH A SMALL AW.SCAt SCALCIL11) SHIN AS RCO'D. AT EA SET Of WSTALLATION ANCrOM MAX. ALLOVAILC SHIN STACK TO BE tiA•. 12) ALL IN57ALLATION ANCMCRI MUST K MADE W Cl OtION RESISTANT MATERIALS - 131 vMEK `X• KWSEMTS .CI WG PAWL AND -W RE RESEM'S r1XCD PANEL APPROVEDCOWA)RATtONS ARE AS LISTED O/ A000 CM07 ON DACX OF'TMIS'SWCT. EMBEDMENT EXTERIOR. ELEVATION '" SECTALL SC° :`a :"'r'14« st:l. ttAsk A "ia I,THISilm."T MK T o `Tm" d • 1-1/4' MIN. 2 PANEL DOOR SHOWN 13T fLOtIDA CXiRUKRS I000 SERIES SL104 GLASS 007t 15 SMOVK t1AS /RIMMi ALSO APPLIES i0 am WKS.. AND SOD SERIES. LIBERALLY AY a PPLREV DESCRIPTION I DATE JINI EXTRUDERS CAULKING UNDER SILL L R I D A Nfs Fa D INC: OR SETSILL IN BED INSTALLATION ANCHOR f OF CONCRETE 3/ 16• DIA. TAPCON. TITLE: SLIDING. GLASS . DOOR SECT'10N A - AINSTALLATION• WITH; S SCREWS`•'- DRAWN BY: H$ APPROVED' BY: F 12W xTE: t2/PM !SCALE: MI5 DIrG ;FLE30DZ7 Stti l AArAAArK h PRDMXMCi t AAPLKATtO. EAG[w(ERMf., 1.[- 217 IMTER"TOMAL PKVY. S:KiC 21K..LAt.D,I. f =lo, 327A6. AR-D01•QKS fAa y7-R40TAL 1000 P.W./DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS I X2X1/8 TUBE MULIINI VINWV SEALANT L MLL1O SEALANT EN' D t--08 X 3/4 SELFvVQW ' c MLLIOY( 1000 Sx TAPPING SMS HEAD (?YPJ SEALANT N ACTION A -A_ (1KLLM 1000r P.VJDESIGNER SELL (TYPJ . 08 X 3/4 SELF TAPPING SMS1 X 2 7/16 X 1/8TTUBEMULLION SEALANT BETVEEN VDIWV FLANGES tRLLE N 08 X 3/4 SELF 1000 SN. TAPPING SMS HEAD (TYPJ SEALANT HETVEEN SECTION A -A (3) VINWW FLANGES L MLLIDN 1000 P.VJDESIGNER D FLANGESSILLRYPJLKAA; t 08 X 3/4 SELF L4:T I X 4 X 1/8 TUBE MULLION D8 X 3/4 SELF 1000 SA TAPPING SMS NEAR (TYPJ SECTION A -A (5) APPILES TO HEAD & SILL WHERE 1' X 4' 1000 P.V DESIGNERYPJ 2 X 4' TUBE MUWONS ARE USEDrSILL (T AUALW2Y PLATE QEra c FOR ADD(TI VAL ANCIOtS, WEN REDUDTE l 08 X 3/4 SELF TAPPING SMS SHEATHING 1X2X3/8 0TUBEMULLION INSTALLATION ANCCt 08 VOOD tRutvr . SCREW RYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD 08 X 314 SELF 1000 SJi TAPPING SMS BUCK BY OTHERS HEAD (TYPJ 1000 P.VJDESIGNER SECTION A=A (2) SILL (TYPJ MILLION APPLIES An1000. P.VJDESIGNER 48 X 3/4 SELF kr 27/1 MTUBES LLKk4 USED r SILL (TYPE TAPPING SMS DETAIL B 08 X 3/4 SELF 2X4X3/8 TUBE MULLION TAPPINGSMS1X27/16X3/ TUBE MULLION U4TALLAT0I AlICKIR SEALANT HET -EN FLANGEVD70, SCREV CTrP3 MULLION NDR(L 0.aL1 1/8' MIN. EMBEDMENT 1 yr ND( EN11EHtEJtT7- 08 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD ( TYPJ 08 X 3/4 SELF TAPPING sMs SECTION A -A (4) l000 sx MEAD ( TYPJ . I= P.v DESIGNER SECTION A -A (7) SILLRYP) _ 1 TAPPING SMSpop- TUBE B• O Ix4X3/ 8 {. MULLIQTCC?lA-L it FLalio%s SA wv h t-- RB X 3/4 SELF M SX LAPPING SMS MEAD ( TYPJ SECTION A -A (6) EIlD_ L l FLORIDA EXTRUDERS wrmATIONAL INN SANFORD. FLOREDA TrrLE. 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 A"ROVED' BY:" DATE.- 2/6/02 scALF-NTS - - DwG-- IHMFINTR FLORIDA EXTRUDERS wrmATIONAL INN SANFORD. FLOREDA TrrLE. 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 A"ROVED' BY:" DATE.- 2/6/02 scALF-NTS - - DwG-- IHMFINTR TYPICAL MAN TO CMCF*E 0 4WO' SEALANT BETWEEN ICOO P VJDESIGNER (APPLIES TO JAMB WHERE 1* X 4* VINWV FLANGES SILL CTYP.) & 2' X 4' TUBE MUUJONS ARE USED) MULLION 1000 P V /DESIGNERSILL f P.) '# 8 X 314 SELF8X3/4 SELF TAPPING SMS TAPP Sii'S CONCRETE 13R MASONRY--,,' BY OTHERS I x 2 X 1/8 1 X 2 X 31 BE MULLION TUBE MULLION SEALANT BETVEEN ONE BY voaD---eA vmFLANGE MLLl)aIv S ION CENMAL nOPMA B.O.A.F. 5= By OTHERS 4U AJUTTVAQ X 3/4 SELF I= S.K TAPPING SMS H& b (TYPJ SEALANT TvEEN wumv BEFLANGES SECTIONA —A (1) loca P. V./DESIGNER SILL (TYPJ i8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 f- TUBEMULLIONSEALANTBETVEEN VINDOV FLAMM$ MULLION 08 X 3/4 SELF lOCQ S. M. TAPPING SMS HEAD (TYPJ vvimSEALANT FBETVEEN SECTION A —A (3) LANGES MULLION 1000P VJDESIGNER SEALANT BETWEEN SILL iipj wv4i)aV FLANGES 8 x 3/ 4 SELF % MA-LIGN 4f TAPPING SMS — 1 l fI X 4 X VS TUBE MULLION 08 X 3/ 4.SELF K"nR FW# APPING SMS LOWSATHEAD (TYPJ SECTION AAA (2) t000 P.V./ DESIGNER 1000 P V ESIGNER SILL (TYPJSILL a A 411 SELF TAPPING SMS #6 X 3/4 SELF I X 2 7/16 X 3/8 TAPPING SMS IV TUBE MULLION 2 x 4 x 3/6 1 1/4' MIN T TUBE MULLIONEMBEDMENTSEALANTBETVEEMwimpaW FLANGE L KJLLION G X 3/ 4 SELF 1000 . S.H. TAPPING SMS WAD (TYPJ SECTION A —A ( 4 LOCO PVJDESIGNER SILL iyp-) 8 X 3/ 4 SELF TAPPING SMS "1 X 4 X 3/8 r---m TTUBE MULLION I J 8 X 3/ 4 SELF $8 X 3/4 SELF TAPPING, SMS TAPPING SMS 1000 S.H. load &K HEAD (TYPJ READ " i SECTION A —A ( 5) .__....' SECTION -A—A (6) e X 3/ 4 SELF TAPPING SMS LOCO SK HEAD ( TYPJ S' Ec-o0N A —A (Z) 20 DETAIL 2—, A A.- 7 .00 ELEVALION mEwEo FROM, EXTERIOR UMWAMNAI, INC. FLORIDA EXTRUDERS sAmim. Zml TMZ:SER. 1000/ 150.0. FLANGE SHEET I. -OF. 2- TRIPLE~ HORIZONTAL MULL - ION SECTIONS: SEE I OTHER SIDE ( SHEET' 2 OF 2) FOR DES I GN, PRESSURE CAPACITIESrD-RAWN BY. MSH I A"ROVO M IDWO.: ', 1HMFL IOW P.V DESIGNER SILL .(TYPJ I8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLAMES' t MULLION FLANGES ' I `-18 x 3/4 SELF WINDOWt MILLION `1000 S.H. TAPPING SMS HEAD (TYPJ vSEALANTFLANGESEN SECTION 'A —A (I t MULLION 1000 P.W DESIGNER SILL (TYPJ I8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION Nmv BETWEEN MULLION 18 X 3/4 SELF I0w S.H. TAPPING SMS HEAD (TYPJ SEALANT BETVEEM SECTION .A —A (3) WINBOV FLANGES t MULLION 1000 P.V./DESIGNER SEALANT BET" WINDOW FLAN( 1 SILL (TYPJ t MULLIIm4iOSX3/4 SELF ' TAPPING SMS1 X 4 z 1/8 TUBE MULLION I8 x 3/4 SELF 1000 SH",. TAPPING SMS HEAD (TYPJ SECTION A —A (51 1000 P.V DESIGNER SILL (TYPJ I8 X 3/4 SELF TAPPING SMS AUXILIARY a n1auL wows: vr[M RcalmmM DETAIL C APPUES TO HEAD do SILL WHERE 1' X 4' do 2' X 4` TUBE MUUJONS ARE USED SHEATHING INSTALLATION ANOW 88 VOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP -- MILLION wit . r- A ry t L_ / A 2 X 4 X'3/8 . TUBE MILLION : I FLAMXiES SEALANT BETWEEN vlNmv RANGE t M11.LEN I8 X 3/4 SELF 1000 Sit TAPPING SMS HEAD (TYPJ SECTION A —A (4) UM P.W./DESIGNERrSILL (TYPJ n I8 X 3/4 SELF TAPPING SMS 1 x 4 x 3/18 TUBE M0.R.LION IXZX3/8 0. 0 TUBE MILLION — J. O TVD BY VDDD BY OTHERSISX3/4 SEI i',N'T' 3 I . . im0 S.H. TAPPING SMS HEAD (TYPJ AC x A 1SLX. SECTION A —A (2) Fto/11 4 .F-r PvDERS 4Z f4 1000 P.V./DESIGNER WAJaC)i.: FILE JifrSILL (TYPJ I8 X 3/4 SELF TAPPING SMS IX27/16X BE MULLION 8 1000 P.V DESIGNER . SILL (TYPJ 18 X 3/4 SELF TAPPING SMS IB X 3/4 SELF 1000 S N TAPPING SMS HEAD (TYP.) SECTION A —A (61 1 1/8 M1N EMBEDMEN — VIEWED FROM EXTERIOR OETAIL 8 'APPUES TO NEJ0 t SILL`"*)tE 1' X 2' k 1' X 2 7/16".TUBE MMUONS ARE USED ALLABOM w1CMQ9!5,m m sca:Ev j Old" IS X 3/4 SELF TAPPING SMS 1000 S.N. SECTION A —A f7) HEAD (TYPJ EIMIC W FLORIDA EXTRUDERS wmATl°NA4 Ixc Trrt>;:SER. 1000/1500 FIN _SHEET 1 OF .2 TWIN -HORIZONTAL MULLION SECTIONS- SEE OTHER SIDE (SHEET-2 OF 2) FOR DES IGN:.PRESSURE CAPACITIES BY: MSH APPROVED. BY: DA'M:2/6/02 SCALs: NTS DWG.: i HMF INTW SEA:4%! BtT'E_ v;YLh7v FLA.•4_S L wJLLI 0C : F:_W,/DESI:xER S%_ [TYP ) 9 X 31A SELF TAPPING SY.S T-sc MUL_IGh SEALANT 1 vthr!'V Fl L WJLLICh t IFS X %/A SELF IQ.^ SI TAPIMG SMS S:Al ANT BET'Inch VI xTd F_A;Es SECTION A —A (i ) s M,AINN r-12C3 P.V./BEMCNERISILL (TTP•) 1 tE X 31A SELF TAPPING SMS 1 X 2 7/16 X 1/6 TUES M:A_Lia% SEALANT BETVCFY vlhww i ANCES- L NULLICN C' Pb',/DESIGNER I TYPICAL NULUON TO CONCRETE G JAMS r t , (APPLIES TO JAMS WERE I' X 4' I S?LL (TYP,) j 1' X a' TUEE MULLIONS APE USED) a SZ X 3/4 SELF T4P'iNC SMS 7 CONCRETE OR MASONRY 3Y OTHERS all/ X?X3/3, vw>a_ M .B.0. . RUCK 5* OTHERS 1 SMAMN4a R9 X 3/4 SE' - O'9LlM NAM ' jICIX SI, TAF:FINC• MSMpSTM Fii. E' # al wiol D'"TAiI 2 TMiST.ALLATION AKOGR 3/16' MA. EX-ER94L. NULLIGN D'ISTALLAMW CLIP_ MA.LMN r _. • .. I r i^^ CC P.:'./DES NER 1QC. 9.4 /3ES:GNER SILL (TYP.) SILL (IYP.) 1 XE X 3/A SEL% T _ TAPPING SMSSX 3Ja SELF I X Z 7/16 X 3/8 TAPPI•NG SMS TUBE MULLIM '' [ X 4 X 3/8 i L 1 1/4' MIN. SEALANT BETWEEN VtiNMV FLA!•" - L K:, Llm aE X 3/4 SELF F8 x 3/4 SELF iLuD SMS 1 i I l iD30 Sr. TAPPING SMS S.ti TAPPING HEAD (TYP.) HEAD (TYR) I SEALANT BETWEEN SECTION A -A Q) VIN."CvFLA.NMS SECTIONA —A (4) 3/4 I L NULL101i r 1300 P.V./DESIGNER SEALANT SETV/FTh r 1Cui' F.V./DES:C vER TAPPINGX SMSS SILL (TYP.) VINDa f FLAK-FS SILL (TYP.) N_ lo= S.a. I LLLICN e6X3/A SELF TAP?1NG SMS i x 4 x 1/8 I NE X 3/4 SELF TAPPING SMS 1 x 4 X 3/6 HD EA : TY ) SECTIONA —A (% j cLEVAT`rON MEWED FROM EXTERIOR NJL N' ;L MN rqF11 r I, X • vLLIS I I T, T./'1T'1TTl l y. . TIZTTTTTT1 TlT1A 11T1ERAlY \-ft8 X 3/ 4 SELF IOCO S.H. TAPPING SMSHE.4 (TYP. 7F.C''ON A --A (51 k8 X 3/ 4 SELF I Cu^ i, S.H. TAPPINC SMSn AD <TYP.) ACT _° ; F) . r r J FEB 15 2002 ice: SER.: 1060./ 5010 FLANGE .SHEET -1 GE '8 I TWIN HORIZONTAL MULLION'SECTIONS_ S;.E CT HER $L BE SnCC I 2 OF F. C). 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SEMANWT 1 MJl.l10( 08 X 1-1/2 SELF TAPPING SMS SECTION A -A 1000 S.M. 1 X 2 7/16 X 3/8 JAMB (TYPJ TUBE MILLION 48 X 1/2 SELF TAPPING SMS i8 X 1-1/2 SELF VINWWSEALANT BETWFRAMEN TAPPING SMS i MLILI lON SECTION 08X1-1/2 SELF TAPPING SMS DETATt SECTION A —A (4) IX4X3/ 8 .• TUBE MULLION B•' TWO BY WOOD BUCK BY OTHERS DETAIL 7-- SHEATHING INSTALLATION ANCHOR re WoaD SCREW ( TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAO do SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE I" X 2" 1' X 2 7/16' TUBE MULLIONS ARE USED i8 X 1/2 SELF INSTALLATION ANCHORTAPPING SMSDETAIL 08 WOOD SCREV TYPJ SILL CLIP SEALANT BETWEEN vtHDav FLANGES i,, MX11OH i L8• MIN' EMBEDMENT W000 iiWllffi YAUXIUARY PL AM - - TOR ADDITIONAL ANCHORS. 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IX2x2/6 TL':: ?R,LLICN 08 X 1/2 S :F TAPPING SMS T_ SEA'-AvT- BETWEEN C X ;-1/2 SELF TAP% Nz $MS Sc.C741i A —A i[; r1 X 27/16 X 34 MIA S'K 7 NBC NW_Liuh JAM3 (?YPJ S X 1/2 SL F TAPPLW S4S ti SS.ALANT BETWEENVINMVFLANGES t NULL [CM NB X t-1/2 SELF TAMING SMS SEC110N A —A ("S•; IX4X1/6 TUBE MULLION 98 X I/2 SELF TAPPING SMS GN: EY WOOD__ DETAIL C L 3LCK BY GTJ+ZRS CENCRETE' CR MASONRY, BY rITM:RS 1 1/4' M?N Q QiEMBELMENTia F S'ALLATI_.N AA FOR 3/16LIA. Tyyra+ SCRzv AhC GA t'v?.) 2XAX3;E 4 -V ERNAL I si :NSTAi -ATMN CL;P i 1 C.*- 1 AA '. Gfi t() LONCKL d- HEAD i1(nLPiJES rIEA1 do SILL WHERE 1 X A1td: 2' X r,cv AJL'".11by5 A4E L'SEC)- JAMB CT;;,) DETAIL oe TAPrIh/ 2SSELF UY4 1f- INSTALLATION ANCHOR 3A_ DIA AFCC•NSCRE% f.ANCAOR ,(TYF.) SILL CLIP -: M8 X 1-1/2 SELF SEALANT B?TVEEN l/ a. MIN. SEALANTBETWEENTAPPINGSMSVINIIr+V FLANCs1 S VIN;IGV FLANGES t MULLION Q . SE .--ON SECTION A —A (7; Q TAPPING :SMS DE.7AIL CPRc:AST SILL BY &NERS. I bCTIOt' A —A i 4 iiY MY PI ATF - i:FGRADD.' 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O . s8 X 3/4 SELF SHEATHING TAPPING SMS I X 2 7/16 X 3/8 0 O TUBE MULLION - _ - DVSTALLATION ANCHOR N8 WOOD SCREv ( TYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS t- BB X 3/4 SELF N8 X 3/4 SELF 1000 S.K TAPPING SINS IoW jK TAPPING SMS HEAD ( TYP.) HEAD CTYPJ 2000 P.V DESIGNER SECTION A —A (1) SECTION A —A (2) SILL CTYPJ R8 X 3/4 SELF TAPPING SMS 2X4 X3/8 TUBE MULLION FLOW SEALANT KTVt UEN-ILRAL j WI -( AW • L MILLmN rAcsRam SEALANT E SEALANT BETVEpN 08 X 3/4 SELF TAPPING SMS VIMWVFLANGESVINDOVFLANGESL MULLMN t MULLION 2000 P.W./DESIGNER SILL CTYP 2000 P.VDESIGNER SILL .) 1000 SA HEA EAD ( TYP.) Fla s8 X 3/4 SELF TAPPING SMS 1X4XV8 TUBE MULLION TAPPING SMS r SECTION A — A (5) I X 4X3/8 TUBE MULLION yr• 8 X 3%4-SELF - 1 8 X3/4 SELF 1000 SA TAPPING SMS 1= SA TAPPING SMS HEAD CTYPf HEAD (TYP.) 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Y8 X 3/4 SELF BY OTHERS TAPPING SMS INSTALLATMN 1X27/16 X 3/9A/16 TUBE MULLION BY VDiID EXTERNAL: NMLJDN ONEINSTALLATIONCLIPBUCK BY QTMERS MULLION 2000 P.VDESIGNER IN3 X 3/4 SELF Sill NTYPJ t— 2000 S.H.TAPPING SMS HEAD NTYP.) 8.X 3/4 SELF SECTION A —A (21 TAPPING SMS 2 X 4 X3/8 V TUBEMULLION4.—' 1 MIN. SEALANTBETVEENVINDOV FLANGE 1/ 4' EMBEDMENT DETAIL I R8 X 3/4 SELF SEALANT ECTVEEN TAPPING SMS , _ VINDOV FLANGES a MULLMN .. ... 2000 Sx _ _ ...._ 2000 P.V RESIGNER SILL N T;.) 8 X 3/4 SELF 2000 P.VJIIESIGNER SILL , QYPJ 49 X 3/4 SELF HEAD CTYPJ SECTION A —A ". (S) - UTAIPING SMS TAPPING SMS 1X4 X1/8 1X4X3/8 TUBE MULLION TUBE MULLION VIEWED: FROM EXTERIOR SEALANT, WINDOW FLORIDA''EXTRUDERS sn D, FLORmn a MULLION FLORIDA, EXTRUDERS SER. _, 2Q0.Q- FLANGE SHEET I "; 2 TRIPLE HORIZONTAL MUI_LI N-,SECTIONS 8 X3/4 SELF 08 X 3/4 SELF 2NiNm NAPPING SMS TAPPING SMS SEE OTHER SIDE (SHEET 2 OF 2) FOR 2000 sitHEMm0.) HEAD CTYPJ DESIGN =PRESSURE= CAPACITIES ` SECTION A= A M SECTION' A -A (4) 18 DRAWN BY. MSH Alqn Dtrc.Y2HMFl- GFR-- - 9 2M SA 1 X 2 7/16 X L8 2000 S.K 1 X 2 7/16 X 3/8 JAMB <TYPJTIME NULLMN JAMB <TYPJITUBE MULLION OETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION N8 X L2 SELF lie X 1/2 SELF DMT TAPPING SNS TAPPING SMS INTERNAL 2X 4X3/8 .. TUBE MUA IONSEALANTKTVaN - SEALANT BETWEEN N8 X"1-1%2 SELF 2000 S.H FLANGES VVMCV FLANGES-JTAPPINGSMSJAMB <TYP) L 1X OR 2X MULLs.,KLLMN &:MULL10N08X1-t/2 SELF TAPPING SMS DETAIL 8 6 X L/2 SELF _ SECTION A —A C11_ SECTION A -A (2) TAPPBNG SMS A SCREW ANOM GTYPJ 1 X 4 X 1/8 1 X 4 X 3/8 - SILL CLIP TUBE MULLION TUBE MULLION a-. 2000 S.K 2000 S1L $FLANG I THING SMSELF EMBBE24MT JANB <TYPJJAMB (TYPd .. _- E NIA.Lia< Q SECTION A -A C51 Q — PROCAST SDi BY Tp AUXILIARY.. -PLATE 88 X 1/2 SELF N8 X L2 SELF d•OR ADDITIONAL ANCH(IRS, WNEN REou1REM TAPPING SNS TAPPING SMS DETAIL SEALANT BETWEEN wltwv FLANGES ., 1!8 x 1-1/2 SELF ..... SEALANT IETVMN WINDGV FLANGES TAPPING SMS ; fl 6 "LILL10N •8 X' 1-1/2 SELF E KLILLMN A A MIILLD]N TAPPING SMS SECTfON A —A C3i SECTION A —A C4) 0 B8 SELF TAPPDrG — SMS CTW.)- BFYAIlQN ' VIEWEDFROM EXTERIOR M NATIONAL, INC rt FLORIDA EXTRUDERS ; ojw.-A CWM 1 " ' Tmr— SER.. 2000 FLANGE SHEET 2 5 - VERTICAL -MULLION INTO HORIZONTAL:: RI SEE OTHER -SIDE: (SHEET,-.2 .OF 2) FOR,: DESIGN- PRESSURE'CAPACITIES 1 8 , 2GA12 nta wx BY. JBH AMOM 9Y. DATL- 2/2/02 I sceL€:NTS... Dtrc.;:;'.2VMHMFLG_ 1X OR 2X MULL i S SEALANT BETVEEM VDroOW FLANGES L MULLt0N C,e,r, i f 'Lz A B. G. A. F. AUXILIARY PLATE ADDITX mm. A ocu. WNIA 0 DETAIL C i;<iANUF'ACrUt' NAME: a2'aR/DA z5ywI'D MASHFRE # 7 O O SILO SIGMER 2000 P.V./DESIGNER TYP.) P.VJD SILL (TYPJ SILL '(TYPJ 08 X 3/4 SELF TAPPING SMS TOO X 3/4 SELF APPING SMS TWO BY WOOD BUCK BY OTHER I X 2 7/16 X 1/8 TUBE MULLION I X 2, 7/16 X 3/8 TUB£ MULLION SEALANT BETWEEN VDfDOV FLANGES t MULLION O8 X 3/4 SELF 1000 SH. TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT KTWMM SEALANT BETWEEN W VD(DIV FLANGES A. MA.l.IDN1' L MULLION 2000 P.VJDESIGNER SILL (TYPJ O8 X 3/4 SELF TAPPING SMS IX4X1/8. TUBE MULLION t8 X 3/4 SELF' UX10 S.H TAPPING SMS HEAD (TYPJ . 2000 P.V./DESIGNER SILL (TYPJr=-*,Oe X 3/4 SELF APPUES TO MEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR O8 WOOD SCREV (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION WTdII DEL L r-- A 1 1000 S H TAPPING SMS O8 X 3/4 SELF HEAD (TYPJ . TAPPING SMS 1 2X4X3/8 ...._, . SECTION A —A (2) TUBE MULLION 1 t/8' MIN EMBEDMEN B.EY6TlQt! SEALANT BETWEEN - VIEWED FROM EVERNDR OMULLIL _ .. DETAILe. ANGEAPPLIES TO HEAD. &`.SILL 1 I' X 2' k.- 1'..X 2 7/16' TUBE YUU)ONS ARE USED TALLArM MCHM WOOD SCREW TYPJ 2000 P.V./DESIGNER O8 X 3/4 SELF CLIP SILL ( TYPJ' TAPPING SNS 8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (5) {I 1 X 4 X 3/8 HEAD (TYP.) I 1W EMeEDMo1T TUBEMULLION FLORIDA EXTRUDERS wTmA'noN"L INC SAxF'oRn. n.ORIDA T=. SER. 2000 FIN SHEET 1, OF .2 i . ` ;.• TWIN HORIZONTAL MULLION SEC-T'IONS SEE OTHER SIDE (SHEET.2 OF 2) FOR 69 X 3/4 SELF DESIGN PRESSURE CAPACITIES lol0 S.H.TAPPING SMS f. E9 2i702 HEAD (TYPJ DRAWN BY: MSH APPROVED. BY: - SECTION A — A (4) DATE:2/6/02 SCALP. NTS DI G.:: 2HMF I NTW I t NU 0 20M P.V DESIGNER SILL (TYPJ 6 X 3/4 SELF APPING SMS iX27/16.X V8 TUBE MULL( fSEALANT I V)NL MULLION 1r8 X 3/4 SELF 2000 S.M. TAPPING _ SMS HEAD (TYPJ SECTION A -A (11 TYPICAL MULLON TO CONCRETE O JAMB AP TO B4' TUBEMULLMMNSWHERE IAI ARE USED) _ Q I CONCRETE OR MASONRY 2m P.V./ DESIGNER BY OTHERS \ SILL ( TYP.) INSTALLATION ANOCR 3/16' VIA. M8 X 3/ 4 SELF TAPCON SCREW ANOCR ( TYPJ TAPPING SMS i X 27/16 X 3/8 ONE BY WOOD IMSMST -EXTERNAL TUBE MULLIONBUCK BY OTHERS 20M P.VJDESIGNER SILL (TYPJ 8 X 3/ 4 SELF . 0 X 3/ 4 SELF TAPPING(. SMS S.H. ,TAPPING SMS2 X 4 X 3/8 HEAD <TYPJ TUBE MULLION Q SECTION A (21 I I .- SEALANT BETWEEN 1 1/4' MIN. EMBEDMENT WINDOW FLANGE MULLIONlyaANUFACTURMNAME: HM FR # SEALANT BETWEEN WINDOW FLANGES 6 MULLION 2000 P.WJDESIGNER 2000 P.V DESIGNER SILL (TYPJ SILL ( TYPJ f8 X 3/ 4 SELF i8 X 3/4 SELF TAPPDrC SlIS TAPPING SNS iX4X1/8 IX- 4X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES MAJ-1m t8 X 3/ 4 SELF 06 X 3/4 SELF 2000 SJi. TAPPING SMSAPPING SMS 2000 S.M.s HEAD (TYPJHEAD < TYPJ A NAIL H A t8 X 3/ 4 SELF t L-- A TAPPING SMS 2000 Sx _ HEAD ( TYPJ SECTION A —A ( 51 ELEVAnO OI.. VIEWED F004 EXTERIOR FLORIDA EXTRUDERS rnTTOxni., nmIc SANFORD, FWRIDA Terre: SER.; 2000,. FLANGE' SHEET .1 OF- 2 _ TWIN HORIZONTAL " MULL I f N` `S (INS ' SEE OTHER SIDE ( SHEET-2 OF ~2) FOR DESIGN_ PRESSURE-. CAPACITIES; 1 F B2 Z rnun By- _. APPROVED-Wc.z ... . SEC dNA-A(31 SECTIONA —A DAte 2/_4L02. scA>re NTS DifG ` .2HMFLGTW q6 At XIIIARY OW ADWMNAL A"00M -CM REaRRN:DH CENTRAL FLORIDA B.O.A.F. VANUFACTUiER NAME : o -e FGa/Q/M AV77-e0 feS -' SEALANT BETVEEN VJ$.7 i 4[i FILE # 7 ywww FLANGES pw.iHnm P.W./DESIGNER 2000 F.WULZoLUNLK I SILL (TYPJ NS X 3/4 SELF4SELFSMSSMSTAPPING 2 7/16 X 1/8g* 8 TUBE MULLION 1 X 2 7/16-X 3/8 TUBEMULLION CTVEENHFLANGESSViNDOV L MULLION 08 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYPJ SECTION A —A (I ) D8 X 3/4 SELF 000 S.M. TAPPING SMS HEAD (TYPJ SEC11ON A —A (2) SEALANT BETVEEN VWOOV FLmm MULLION TWO BY WOOD BUCK BY OTHER APPLIES TO HEAD t SILL WHERE 1' X 4' h 2' X 4' TUBE MUWONS ARE USED SHEATHING INSTALLATION ANCHOR SCREV CIYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION DETAIL C— A 20D0 P.V./DESIGNER 1 SILL CTYP.i _ / A Cr68X3/4 TAPPING SMS jf-/-ZX4X3/8 TUBE MULLION I I/8' MIN. 444--- EMBEDMENT yQy VIEWED FROM :EXTERIOR DETAIL 8 APPUES TO MEAD t Sit. WHERE I' X 2' t I' X 2 7/16':TUBE YUUAHS ARE USED aunaa TALlAT10N ANCHOR SCL T M SECTION A -A (5) cffpj ° . CREW Fps t MULLION L MULLION 2000 P.VJDESIGNER SILL (TYPJ M8 X 3/4 SELF Z000 P.VJDESIGNER SILL (TYPJ 8 X 3/4 SELF Mma CLIP 68 X V4 SELF TAPPING SMS TAPPING SMS TAPPING SMS 1000 SJi 1 (t/s MD. t X 4 X I/8 1 X 4 X 3/8 HEAD (TYPJ M6EDNDIT TUBE MULLION TUBE MULLION FLORIDA. EXTRUDERS D° noImAsA T=—. SER. 2000 FIN SHEET I OF `2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR i8 X 3/4 SELF 68 X 3/4 SELF DESIGN PRESSURE ..CAPACITIES, TAPPING SMS1000Sit TAPPING SMS 1000 S.H. f1B20K DRAWN BY: M$H .. APPROVED _BY HEAD (TYPJ HEAD (TYPJ SECTION A —A (4) DA'rE:2/6/02 SCALE: NTS - jDKc:: -2HMF INS SECTION A -A (31 TYPIGL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1' X 4' oErall e do 2' X 4' TUBE MULLIONS ARE USED) VDNDOV FLANGES VINMV FLANGES L MULLION - L MLL LMm L 20M P.V./DESIGNER 2M P.V DESIGNER SILL CTYPJ SILL [TYPJ L19 X 3/4 SELF NI8 X 3/4 SELF TAPPING SMS TAPPING SMSIX27/16X3/8 1 X 2 7/16 X 1/6 `TUBE MLLLIDN TUBE NW.LION ` 8 X 3/4 SELF 88 X 3/4 SELF TAPPING SMS 2000 Sii TAPPING SMS2NXI0S.H HEAD (TYPHEAD (TYPJ JSECTION A —A (1SE'CTION A -A W SEALANT BETVEEN VDNDOV FLANGE - L MULLION CENTRAL g S• SEALANT oR/ A VINM BETVCEN AN WALT,BETVEENVINMV FLANGES L MtLLM 7L MU1.iQN 2000 P. V DESIGNER 2000 P.W DESIGNER SILL CTYPJ SILL (TYPJ 08 X 3/4 SELF 08 X 3/4 TAPPING SMS TAPPING rp TUBE MULLION I Ev1 CONCRETE ERSOR MASONRYBy OTHINSTALLATIONANCHOR 3AV MA, TAP(M SCREV AKHOR (TYPJ ONE BY VOQD EXTERNAL. NILJ. ION INSTALLATION CLIP BUG( BY OTHERS MR I ION 2000 P. V SILL (TYPS / DESIGNER 08 X 3/4 SELF TAPPING SMS 2,X4X3/ 8 " TUBE KJLLION Q L1 1/ 4' MIN. ENBEDN£NT 2. A 08 X 3/4 SELF a _ TAPPING SMS _ 2000 SJi HEAD CTYPJ - SECTION A — A (51 UJI I X 4 X 3/8 fly TUBE MILLION N VIEMIEDFROM EXTERIOR IIVTiSRNATlONAI , INC FLORIDA EXTRUDERSSMF0IM, >•t FMA Tr1 SER 2000 FLANGE SHEET i OF. 2 V . ILB X 3/4 SELF "--B8 X 3/4 SELF TAPPING SMS 2000 LK TAPPING SMS 2000 SJ# YPJ Ma - HEAD (TYPJ T SECTIONA — A (3) SECTION A —A (4) A: r :• HORIZONTAL MUt_LION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2).;FOR DESIGN PRESSURE CAPACITIES6.20 L= DRiurx ar: MSH APPs;:ovan Zt- DATE.-2/ 4/02—1 SaakNTS-: _ DVG.:- . HMFCG. ,,.._.. ay am S tL 2000 S M IAMB (TYPJ 1 X 2 7/16 X 1/8 JAMB cryp.) 1 X 2' 7/16 X 3/8 TUBE MULLION TUBE MULLION 2 X 4 X 3/8 TUBE MULLION 8 x 1/2 SELF Be x 1/2 SELF TAPPING SAS TAPPING .SMS 2000 Sit JAMB (TYPJ SSCN-AKT BETWEEN VINNDDOWTFRAMEE _. BETWEEN VD40OW FRAME t MULLMN t MULLI M M8 x 1-1/2 SELF N8 x 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (I) SECTION A -•A (2) MANUFACTURER NAME: IX4X1/8 1X4'X3/8 TUBE MULLION TUB£ MULLION 200D SA 2080 SA JAMB (TYPJ JAMB (TYPJ B8 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS TAPPING SMS vrRA e SEALANT BETWEEN WDNOOW rRAME. t MULLiI>!N : t MULLION M8 X.1V2 SELF-. _._1f8..X 1-1/2 SELF TAPPING.SMS TAPPING SMS SECTION A —A (3) SECTION A —A () TWO BY WOOD _ B" BY OTHERS EMBEDMENT i t SHEATHING INSTALLAT1lNt ANCHOR 08 W011D SCREW (TTPJJ, EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO WAD &.SILL WHERE I' X 4' 2' X"-4• TUBE MULLIONS ARE USED e X 1/2 SELF APPLIES TO HEAD &.SILL WHERE 1' X 2' TAPPING SMS do 1' X 2 7/16' TUBE MULLIONS ARE USED INSTALLATIGN ANCHOR DETAIL 6 k8 WOOD SCREW TYPJ S IP wXjuAm- FOR ADDITIONAL=ANCHORS;"WNEM REOUI2ED) D SMS (TYPJ,. DETAIL B MULLION ELEVATIO _ O VIEWED-fROM EXTERIOR INTERNATIONAL, WCFLORIDA` EXTRUDERS soRn, FLORIDA SER: " 2000 FIN SHEET T 'OF 2 VERTICAL .MULLION: SECTIONS SEEDESIGNHPRESER SURECAPACITIESDE (SHEET 2 .2>-FOR r . DRAl1AT By.. MSH " ' APPROVED' BY: - - DATE2/6/02 SCALE:NTS IDlZ( -- 2VMFIN ow BY VDDB DEWL em SA 1 X 2 7/16 X V8 ' 2000 S.IL 1 X 2 7/16 X 3/8 + BUCK BY QTHERS WB CTYPJ TUBE KLLMN- JAMB CTYPJ TUBE BYS Y 4. Q d B8 X 1G ' SELF TA X L2 'SELF LAPPING SMS TAPPING SMS DGTALLATMO MOM 3/16' MA '._. TAPCON. SCREV ANCHOR QYPJ EXTERNAL MIB.LlDN 2:X4X3/8 VISTALLATZON CLIP TLWEWV4WFLANGESVVQOVFLANGES MILLI011 - a MALLION L MIUlION 2000 S.F1 - TYPICIAL LIULIJON TO .CONCRETE O HEAD she x I-i/2 ,SEL F to x s-1/2 SELF ,IAMB CTYPJ MLB.Ll@1 _. URPUES TO`. IfEAD A SILL WHERE IiAPPBVGSMSTAPPINGSMSr :. 7k Z';C I 'TUBE MW IONS ARE USSECTIONA -A (1) s PON A -A (2) i8 k L2-SELF -mWIN. TAPPING SMS . 1 X 4 X. 1/8 1 X 4 X 3/8-SCREY ANCMQi! TUBE MULLION TUBE MILLION am! SILL CLIP N8 X I-1/2 SELF SEAGANC: BETWEEN Q 1TAPPM..SMS vDMOW-FLANGES 2000 S.K 2000 SN -L M -LMN ? f 1 1/4' MN. IB ITYPJ >aNs CTYPJ SECTION A :& (1 - - Q -- - EMIED"T J -d Q I- PRECAST SILL'BY OTHERS R8 X 1/2 SELF f8 X 1/2 SELF TAPPING SMS TAPPING' SMS e• _: 9Db1TIt1lIAt . ANOflRSr 1J1E?I REOIISREW OSEALANTBETWEEN' SEALANT DETWEDI -- _ WINWV FLANGES WPW W FLANGES . -• L MULLION 6 MLL-LEM i8 SELF TAPOM v ... $ -- B8 X I-1/2 SELF 0 X 1-L/2 SELF SMS CTYPJ `DEML - TAPPING SNS TAPPING SMS ELEVATIO SECTION A -A (3) SECTION A -A (4) VIEM FROM EXTERIOR x• c• - F3.i3..F• FLORIDA : EX 'R•Ul l MANUFACTU PIAM S Co / VERTICAL MULLION SECTI1014St - MATEti, FII.E # SEE OTHER1 Si-DE {;SHEET;- 2 E3F d2]OR 1.8DESIGN PRES URr CAPAI>;IES• DBA Ii - BY: JBW ' at'texovBn B6Y PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 N1IAMI-DADE CO. METRO-DADE FLAGLhi, BUILDINC CODE COMPLIANCE Ot+Fit METRO-DADE rt.AGI.F.R WiLnr Ia0 WI*.Ir' I:LACi.Eit STIt1iL-'r. stiri'ii 16 MIAMI, FLORIDA 33130.1 305) 375-2'X)1 FAX (305) 375.25 ON' RACCOR LICENSING 1KCTI, 303)375.2527 FAN (105)375-." coN•rtt.`rrott j.*,NvoitGt:atrAi'r invisa 305) 373.29" VAN (305) 37s-2' PRODUC r CONTROL DIVIS1. 305) 375.2902 FAX (305) 372-6 Your application for Notice of Acceptance (NOA) of Eutergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Altec} ate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) underthe conditions specirieo herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure i product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend 1 use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flory Building Cede. The expense of such testing will be incurred by the manufacturer. c' ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 Raul twarlguez Chicf Product Control Division THIS iS THE-COVERSHEET. SEE ADDITIOi AL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REViEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buiidi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 06105/200i 9W. 4_at4l Francisco J. Quintana, R.A. Director Nlilmi-Dade County Building Code Compliance 01'lic 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, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NVIE instring Glazed Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy 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 by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active leaf o this approval, 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang'.c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arcs 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 in$tallation of this unit will require a hurri, asotcction systcnn. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERNIIT.REQUIRENIENTS 6.1 Applicatiofi for building pcnnit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Onlieial or the South Florida Building Co. SF13C) in order to properly evaluate the install 'on or this system. 74 & 4 Z. e_ 2'.1A,- Z-; " Nfanu I Pcrcz, P.E. Product CoC Exan: Product Control Division Prcmdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 0..2,22006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi, and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following, statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi. submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for terminntion of this Acceptance, unless prior written approval has been requested (through the Fling of a revision application with appropriate fee) and granted by this office. S. Any of the following shalt also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptance 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 foilowcd by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety, 7. A copy of this Acccptance 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 shrill be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF'1'111S ACCEl "AINCE. Manu Perez, P,E., Product Contr Kam Produ 'ntrol Division Glazed Units x x0, Ox, ox0 xx, OxxO 7 I COP-M-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 2'0" 2'6" 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2,10" (Application Filed) 3'0" 3T Not Listed Not Listed — — 21" + 1'0" r COP-WL-MA0143-02 02-0419,08 Application Filed) 52.0 NO 2'8" + 17 2'10" + IT 2'10" + IT' 3'0" + 1'0" 3'0" + 1'2" IV+2'8"+IT COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 17 + 2'10" + 1'0" 1'2" + 2,8" + 17' 1'0" + 2'8" + 1'0" 1'G" t 3'0" + IT" 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" + 210" + 210" 37 +73'0" + 37 2'8" + 2 8' COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" TV+2'8"+TV+2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + TV + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: t Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2 Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3 Installation instructions are available from the Masonite International websile (w'+wv.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. Masonite International structural, cyclic, air, wafer, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, U O ak raft ARTEK." 1'111kNCl.A(s kNI'"Y 110nkN e.A ".,.. Fly 14"i"vr 0— r 29. NM? O..ory aonZbcoalmu,q prl*am or p. scan o m:tmtm molts sotof mioos, ots;9a ,lnd pedou Masonite I n t e r n a t 1 o n a I C o r p o ra t i o n load Ubird 19Chove W00%9 Amite. COP-WL-MAO100-02 j FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing X Arrangement X0. OX, OXO COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" tles (tvidth) 78" + 1'0" Not Usted Masonile International! COP-WL-MA0163-02 Not listed t 1 02-0418.03 Application Filed) 55.0 NO 2'8" , 17' jr--2-1J—' + 1'0" I 2'10" + 1'2" 3.G" _ 1.01. 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO j I IT+2'10"+1'0" 17 + 2W + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 11" + 3'0' + 1'2" i 2'6" , 2'6"- 2'6" 2'8" + 2,8., + 2T" 2' i G" + 2' 10" + "c'10" i 3'0" + 3'0" + 37 XX, OXXO 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" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP•WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 21" 2'10" + 2'l0" + 2'10" + 2'10" 3'0- + 3'0" + 3'0" + 3'0" Notes: 1. Dccr arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown, 2. Assembly details are available from the Masonile International websile (www.masonRe.com) or from the technical center. 3. Installation instructions are available from the Masonile International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCG 7 (Minimum design loads for buildings and other structures). National, state or local building codes speWy the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 1 .U..Kf., Aft F.,wYhV 000RA rnv)R: ILlO,. 00 ronww.:q O,epoi» of ON 0! W ireoro" )e,o mown sot6%C*o,6. oevp• &Ad Drodre1 M J dm4a;ei-v f+CfiNpe witrm,t mw. COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing TO" TV 02-0423.01 X 21" COP-Wl-MA0146-02 (Application Filed) 40.0 NO 2'10" 3'0" 3'6" Not listed Not listed - - X.,. ox, CIX0 2'8" + 1'0" COP-WL-MA0148-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 17 - 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0" 3'Q" + 17 COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO YO" • 2'10" + 1'0" 17 + 2'8" + 17 1'0" + 2'8" + 1'0" — 1'0" + 3'0" + IV' 1'2" + 210" + f'2" t'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" i XX, OXXO COP-WL MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'6" + 2'82'8- 2'10" + 2'10" TO" + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 78" 2'10" + 2't0" + 2'l0" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels liar what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!s are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. InSIVation ins!Wio ,s are 3v3ilable from the Vasonde International website (www.masonite.com) or from the technical center. ictua; deslgr, pressure requirament for a spacitic cuilding design d geographic Iocation Is determined by ASCE 7 (Minimum design loads for buhdings and other structures). National, state or V cal builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akuaff w o..J. yin," (Y111 "rs EKw r/Jvr•r"If t•Vn F „1,." s, %33 r'.NT"Y D0011% Nn.Tw".r.(0-0.,(nv/0-"n i+.zo^z Masonite International Corporationr:c! (AA'TJ 1t 7!Ci +!'1 Or Y1pGun M.p,Orb1(M ?N1r! Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing Masonile International COP-WL-MA0166-02 Miaml-OaM BCCO 02.0423.03 Application Filed) 47.0 NO Arrangement X Singles (width) 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed X0, OX, OXO Multiples (width) 2'8" + 1'0" masunile International COP-WL-MA0168-02 Miami -Dade BCCO 02-0423.03 Application Filed) DP Rating 47.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" TO" + 'IT TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'D" 17 + 2'8" + 1 T 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 12"+TO" +12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'1On + 21On TO" + 3'0" + TO" XX, DUO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 210" + 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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 struiptural, cyclic• air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcxaff w.....l. AR EK'" I,.ru,.velr r.a". yl ar" 4 •."rc l IHI:Kfi I.A{C K.1'KY UOOMF riwrl„r t-1 C/IeV. fir. O" r0• Ao,+29.2002 Masonite International Corporation OW C0M.m Q V,".. Ot p0d1Ie1 inV0 ,nt Inek" jW01C riun. d"." and p04IK1 det34 Su0iee110 Change "dAOW I.MKe. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing X Singles (width) 2,0" I r4asonile International COP-WL-MA0101.02 r 9 01-1031.01 r• 76.0 NO 2's" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO p,th) 2'8" + 1'0" Masonite InternationalMiami-Dade COP-WL-MA0103-02 BCCO 02-0109.10 Application Filed) r. Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 17 3'0" + 1'2" 110" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 37 + TO" + TO" 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" 210" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Oak raff ARTEK'- al"...C..ASS 1: N'1'"Y 13 R T•\"•. e+«w"r^-10^^ /C., O.a..l1 D.•r• p. 29.2002 OW WI-ft" 0M9taT DI DFDCucl .noro tltl .00 SDeOh[~1, De519" and WooDO Masonite International C O r p o r a t o n D,Ud fuwcl to Chow wgrw rolKe COP-WL-MA0100.02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing X Singles (width) 2'0" MMI COP-WL-MAO121-02 EliEmi-Dade'BCCO 01-1031.02 DP Rating 76.0 Impact Rated NO TV 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples , 2'8" + 1'D" 1 . tnal COP-WL-MA0123-02 Miami -BadeMiami-BadeBCCO 02- 0109.09 Application Fled) 1• Rating 55. 0 ImpactRated NO 2' 8" + 1'2" 2' 10" + 1'D" 2' 10" + 17 TO" + 1'O" 3' 0" + 1'2" 1' 0" + 2'8" + 1'0" COP- WL-MA0124-02 02- 0109.09 Application Fled) 55.0 NO 1' 0" + 2'10" + 1'0" 1' 2" + 2'8" + 1'2" 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1' 2" + 3'0" + 17 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 3' 0" + TO. + TO" XX, OXXO 2' 8" + 2'8" COP- WL-MA0122-02 02- 0109.09 Application Fled) 55.0 NO 2' 8" + 2'8" 2' 10" * 2'10" 3' 0" + TO" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0125-02 02- 0109.09 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakcxan AR EK'- e' IMeNG1.Att RNTNY DOONt Wn,.Tx".M NMrp•reM lam.'• a • We iB. tOD! Masonite International Corporation Ourrom.m "oroWan of Wo" imWove,"M main spe kaWls. Oesy" and Woduc, OeW WWI to CIWpe -ohm mutt. Opaque Units COP"WL"MA0100"02 FIBERGLASS DOORS 8'0" Height — Inswing MasoniteSinglesr . COP-WL-MA0106-02 l.r• C t 02-0109.08 Application Filed) r" . 70.0 NOX width) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0.OX, OXO Mulliple,s (width) 2'8" + 1'0" MArrangementasoniteInternational , . COP-WL-MA0108-02 rare 6CCO 02-0109.08 Application Filed) r. Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02.0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'p" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" +2'10" 3'0" + 3'0" 2'6"+2'8"+2.6"+2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entrytor impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Q Oa; kcral AR EK'" F-1.1— Iu1:,Nr1.A'S\ r;ra'r"Y D00"1 raemq.."N ra"p"EmrrDro.r APO 29, 2002 Masonite International Corporation our tOmmYrtp Drppram 01 p00ut1 mDrOvamMl makaS 3MCiDtNgnS. 0lYpn .np D'OOUO DlUd S011010 COanpr with" nW" FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing X 2'0" COP-WL-MA0126-02 Miami-Dade'WO 02-0109.07 Application Filed) r• Rating 70.0 NO y6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" jjWTdnjjWW= COP-WL-MA0128-02 hffMitimin.-Plift]IIIII 02-0109.07 Application Fled) OP Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 37 + 17 3'0" + 1'2" 17 + 2'8" + 17 COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 37 + 17 1'2" + 2'10" + 1'2" 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" 3'0" +Y0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10"-+ 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 21" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. poor 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 stryctural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. Oakcraff ARO EK'" e 1"1It<:CA%N K.'IItY DOOKS Mb..„N sir,Y"ews Dow, Ewa 29.2002 Out conenu.n0 ppogram of j"oouct mprovamem makes SWOICMl . M-9n Ind mo0uc1 r •,1v.•.le IrOm Masonite International Corporation X Unit 6. TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening • 1 Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Kardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance r@Quires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 o. APO 29.2002 Masonite International Corporation OW cwlm IQ dlogtam 01 010duct a Qimmem mates swftaws. oespn aml D100u" oelall su0NK110 cNr4e woho mlq e. f1 I 1XOorOX Unit SINGLE DOOR WITH 1 SIDELITE 151tfi 8' 171 T MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening •1 Width of door unit plus 1/2" Height of door unit plus 1/4" T 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 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of1-1/4" and achievement of minimum embedment. The 3116" 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. ApId Y9 2?31 Masonite international Corporation Oa lWll.'. -"; JI04o,".1111(dW .`•.fn1eM n1;1t1111N 1.Cd.p.l 0%.On ant rxac) Omn wa^l 10 09not w nowt notce. Oxo Unit r SINGLE DOOR WITH 2 SIDELITES s' r 6' TYP. TYP. CL TYP. TYP. UNIT 8V UNIT 15/16* 17-1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 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" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement ohminimum embedment. The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 APIA29,2002 Masonite International Corporation W, t-I......0 UM4U.Jn. UI UVU..: . rin.enl n.J..CS 1nC\ IKN4.`. ar, v anC wvUvo dmao suvlecl ID :ev.We w4110v1 nw4e oxxo MID•WL-MA0005-02Unit DOUBLE DOOR WITH 2 SIDELITES CountMinimumFastener 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 1 t; TYR r6'r UNIT ev UNIT 13-15/16- 17-1/8' MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: ompliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance reDuires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top Ir i {1) at bottom. Notes: 1 Ancbur 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 08 and #10 wood screws or 3/16" Tapcons. Ire wood screw single shear design values come from Table 1 L3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 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. J. Yvood bucks by others, must be anchored properly to transfer loads to the structure. 0 n 0...rr D••.• ri e.q-n.•ry rrom Ap,a 24, 2004 Masonite International Corporation Ow c+:tnti,iny polp m of m000 +mpo,emem makes sw-'U algns. devo" a"o W 00.0 oelorl Wbwv to C aOpt wAh" DWKe XX Glazed Inswing Unit APPROVED ARRANGEMENT: o' rya._ p v ry ieYy' y y a i sf 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". Double Door Maximum unit size • 6'0' x 6'r Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot aspecilie 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 bet:h followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 ooDD DD 101 DDD 100 Series t33. t35 Series 136 Series 822 Series 1/2 GLASS: F1 00 00 0El DD DD DD DD DD DD 105 Series 106,160 Series' 129 Series' 12 RA., 23 PA, 20 R/L 107 Series' 108 Series 30e Series Series' This glass kit may also be usea n the lollowing door style. Eyebrow 5"panel With scroll Oakcraff ARTEK,. r......a, ..oM w, d• fs.+. or S.1 1'IULNciLAS] 04'1'9Y UVOXt y-/ rbw.T.oroafiorrtSu En-T Doan r Y(-/Ia!\/I!•i . r. S Ow• r Oa• April 29,2002 Masonite International Corporation gur CO,4ft."D POaram of ero" + V,,.M enj makes seeGLCalgnl. ersW" iM 0100KI 4034 Sub*" to change WXhoul "ottr XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: D 0 003; 404 Series 410 Series 109 Series 114. 120,122 152 Soria 149 Series 300 Series Serfs CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab 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). EX 5 State of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'- r.a v.•Ir ..•.. w.. 1 re.INled I.1UlN .L.\\ LN rM I' 1)1111N 4.vNrm., Dow. r li • ry PREMe......+I / r Apri129. 2002 moo. ro• Masonite International Corporation Om COMMO.Oe woolam 01 IKOOOD + 0'0"Meni me4e3 swifiCs offs. Otsion AM e10" Oelad SOORe110 SO,n4e enth" n01Ke 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 MaAmurn 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 for aspecific building design andgeographic 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: 0o a0 ° on 100 Series 133. 135 Series 136 Series 922 series 1/2 GLASS: 0 0 n ° M 00 00 00 an nn nn 105 Series 106,160 Series' 129 Series' 12R/L, 23 R/L, 2e RA 107 Series' 108 Series 30e Series Series' 1hi5 glass k0 wy also be used in lire following door Style' Eyebrow 5-panel with scroll Oakraff AR k EK" W ••,,,1.j, u• , r e•1 e.yl I.1 N1: Nl:l •\ Ir INI' Ian11N1 .aw•T..NxN r-0w 4Nr1 Dow. '" PREM '.11..iu..." 0 C I2 , 461 d April 29.?IJ02 Masonite International Corporation o,n colNna op a•oWan. of o•o"-woonic.i Mules swc lrcrrons, "%-Q,, a"a v—E, 011V>o4NC1 IC CnMgc wnneW MUCe O! 11 4 IXOorOX Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: f ' 00 00 40e Series 410 Series 109 Series 11e. 120. 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: s 129 Series 200 Series 12R, 12L. 23R, 23L. 450 Series 152 series 149 Series 109Series 120.122 Series 300 Series 20R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa, AR k-EK- t.. ,.. , . rrn':. tmus,.....ar f. I—0.w, PREMD..9e,./1i:.. I%° ADM 29. 2002 Masonite International Corporation Ow c"Ift.np oroenm of p,odw .mmo.emem mats sotciGcaons, des.en and product dNad S121tc1 to cnanet wollpul noldt Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: tf, O'h i.'. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit site - 9'0" x6'8" 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, slate 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: 0o CA an] 0o 00 08 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: . 0 00 Oct n ° C 0o an 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 RA., 2e R/L 107 series' 108 Series 304 Series Sedes- This glass kit may also be used in the following dool style. Eyebrow 5 pa^el with scion O ak WE AR k EK'- r..1.,.....1..T 1•..a n lg.Sa r lUllel LA\S L'NI KV VOOKI NowT .-nilr4wp" tmre des.+ • PRFM^C::i.;11-4:. Apid29.2002 Masonite International Corporation ow tonenu.ne o.oeam a d,odves-nn.dvenw l makes %WdKal*AS, des'en and WNW dead suelett 10 chanee wlllgW MICt OXO Glazed Inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a e0e Series e10 Series 109 Series 114. 120,122 152 Serbs 149 Serbs 300Series sorbs APPROVED SIDELITE STYLES: 129 Series 200 series 12R, 12L, 23R, 23L, e50 Serbs 152 Series 149 Series 109 Serbs 120, 122 series 300 Series 2eR, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab 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 eCCO 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 Oakcraff AR EK'- ._ IIUI Kti L.1C\ LN7N1 Ufll)Ns rae,,.T .evelfir(Ur (Mrr Dew. April 29.2002 M as o n i te International Co r p o r a t i o nourComMWnepmegmOfVOOutl +nprOuemem mikes sm'I'Camns. OeSgn am Of0dw eeua $01tO %0 Ct" W4W LKe. OXXO t I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: 01n, Double Door with 2 Sidelites Maximum unit site . 12'0' x6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requilenreme for a specific budding design and geographic location Is determined by ASCE 7-national, state or local building cedes 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: no ao U ao go ga fli gg 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: an og gg an go ao 105 Series 106, 160 Series' 129 Series' 12 RA.. 23 R/L. 24 RrL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following doer style: Eyebrow 5•panel with scroll O. krraff AR EK'" r..r....r.,,.T v ,..:i y . n FI"Lint L\l.S UNI'K' 0009S .b^T.•w+drw.N"t^o>°°• /'//I r J.n.. Apri129,2002 Masonite International Corporation ew COnnnu,N prpprim OrprOOW .1d,01MMI InW SVWKNgn, dtl.en and p,000CI pnad "WO W Cnrnpe wOn&A nWt OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a0on on n 404 Series 410 series 109 Series 114,120 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: t 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED TN 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 ,rraft r`rMIN 1+. lr Ms,II,NIN AR4EW 4.brN eM.Pu U.,Cowl April 29. 2002 OW 00016ft"01-01 e100.C1"01"MeM apses SWOKSIOMS. Oepen e0001y0WA Masonite International Corporation Oetad s4to 10 04"t WOW OWat XX Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit site . 60• x ST 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-rWional. 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: oa as 822 Series 1/2 GLASS: _ ni ao 404 Series O akp aff AR EW VINLRGLASN l:n+t'XV VOURS r'4nA•a.er4wt4..twl0— April 29, 2002 o,o Conl.nw^p ,,ogwM Or 0•000CI .n0.0rr.neM M AO sprCi ,ows. Oesto. 1n0 O•OOun 0ttaA SUWCt to Chalet w,rtow n0oCt. 108 Series El Iasonite International Corporation XX '' " ' Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 Bt0 Series 852 Series 300series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak ,raff AR 4 EK" I.eT 1'I01,41:L •\.1. I:INI"\,Ill l.11t Hy.l..e,.N /p.Nw Lxv, Oee•. (C., rICU,LV I+r. rdn s Oe• ,Deer. Aprd29.2002 Masonite International Corporation OW COMIIWIDD WOWaM 01 0100u1 u D'Weiiie0l maat3 SPK11RN*M. Oespn and p00un OUR SOKV 10 Chant wi111001 n010 XO or OX I • l I a ; 1 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: on0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8T. Single Door with 1 Sidelite Maximum unit size • 6r 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 lot a specific building design and geographic location is determined by ASCE 7-national, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: oa 22 series 1/2 GLASS: n El oa e04 Series 108 Series Oak raff r_ AR EK'- r.1 . j 1io-•)/ L% PREM., t. I• ., ii . J... r. Apru29 2002 bW Cp11.^m^001W.-101p00uP ^VMOVNOtnI 44% 3PK^.CN4n1. Ot1p^ 4^01^OOw Oe roe Masonite international Corporation Orr,, S.4,11 W tbinot wOr*w n01•tt XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series 3W Series APPROVED SIDELITE STYLES: r. t e50Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI DADS 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 iakraft ARK„ r.a...a.,.e RSiilll: Nf:kA [\ tlMl'N\' 1)1)1)Nt T..MarR..aOr4.Nr D_ L Auld 29. 2002 nm .ommwlq e.oe,am t ao" -V wemem makes svK.1K tons. oaw. a d emodun r....n er• tr ow.. M as o n i t e international Corporation aea' WWO to ena pe wMW nonu. Ox0C,OP-WL-MA0149-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: s k i n a l O O a 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 . TV x sr 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 resisWM retiuirements tot a specific building design and geographic location is determined by ASCE 7-national, Stale Or localbuilding codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beef) 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 as o0 622Series 1/2 GLASS: 0D as e0e Series 108 Series U Clakgraff AR k EK"....,.I,o- 0.'........•.1 11 uL-(;LA SS LN'I M\' 01111.1 .\ Np..T—dF—&.. t. Oas. April29. 2002 Masonile International Corporation Out colexlwne ploglam or p00otl mDl "lent meta SDtCdKA14na. otagll NW Dlooun deUd Subjtel to etlptlet w~ n010. OX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: to Series 3W series APPROVED SIDELITE STYLES: 450 Series 652 Series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. r 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 8CC0 PA202 COMPANY NAMEDCITY, 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, F.E. - License Number 56533 Oakcaraff 4EW 4HCbuvtlt 1'.. AR FIBLIXGLASS LN I MY DOOMS t-" 0— April 29, 2002 W cofflonume program 01 pooduo VrovemtM motS %Wd"joaS, oftsgn aM proftt;j 1WEMD 0ffi llw4' Masonite International Corporation IdoadSORCItochanotRhoiilfthte OXX0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: p. 0 0 s. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door with 2 Sidelites WAmum writ size . 12V z $V' Design Pressure 40.0/-40.0 Limited water unless special thresholddesign 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: 1/2 GLASS: - n g0eseries DID 0o 0o e22 series 108 Series 0 O a k ,a AR4EK OADURGLA\\ U1','1'Ml' DOOMS —Te.v,ltM.r6M t—,D— PREMDOM • Aprri29,2og2 Masonite international Corporation Ou. ton"WnQ D.De,aMof OR~ ^ WoeeMM1 Mf%tS SMdialans. de,pn ane DIDOW 0030 SUDIKI 10 troy! WOW Mote. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 serer 300 series APPROVED SIDELITE STYLES: 7 e50 Series 852 Series 810 series 300 Serbs CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E120224 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 Oakcraft AR k EK" W ....lyraln dealv_1cA P1II IiAnIA[R WIRY 01111M1 Nosroar.a$—,%"1—,Door , el April 29.2002 Masonite International Corporation OW Cdllmumo oloelam of Woeucl maaea apeC li(a1Un1. anon and oloeuct deseaUoletl to chaoee ",Ihoul nwe II 4 XA 1 " " I 'e i Glazed Outswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Madmum unit sae . 6'0' k 6-8- Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resislam 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: nn an 0930 as as ao l0 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: , 0 D n oa an as an ao ao 105 Series 106.160 Series' 129 Series' 12 RA., 23 WL, 24 R0. 107 Series' 108 Series 30e Series Series* This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll 1.akt rraaft AR T EK1YL 1,1.1 V.1; I,KF CN I.% III 10k1 4-wN /ergqu t.mt Oom, PC.,i-yy"n( ,, M e O t io.:+.. o.. Apd29.2002 Masonite International Corporation o" com-nu-ne woram 01 P,oauc1—0vtlnlm mites s0tc.1Kmem. 0ts-gn 3r4 VodVtI 0—I Su01ec110 tnanat w000u1 n014e XX 1 e 1 Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 an 0 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak, raff AR 4 EW 1 `.. I 1 . .I IOL-oL ASN LN-I.V UU—S t—,D— April 29. 2002 0. Con.-, - prop,.. or 0.0p 1 Vnp,0V M npL.S SptC tC.Igni. 4f 9...d W.11.1 OtNV )Vdtf110 lNnpt "o1pVI n01Kt Masonite International Corporation XX Glazed Outswing Unit COP-WL-MA0167-02 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: F 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 UmNed water unless special tMesnold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actualdesign pressure and impact resistant requirements for a specific buildingdesign and geographic location is determined by ASCE 7-national. state or local building codes specify Me 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: - oa 822 Series 1/2 GLASS: D ao 404 Series t08 Series Oakigraff ARkEK'-1. • ., T 1'Itlllte lA ti[ LI'rrN1' UVVxS Nan•L.a-.d i6.1l.r lmrr Deon ()!)CII r i.,, I U a Ow.•, oee•• Masonite International CorporationApril292002 Ow W 0,~ —0-0 mem mites ftw na P'Pew0 ee4a WbW0 .e c"Nt -Amw .ro1Ke 3/4" X 1-1/2' X 13CAM 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 1-1/21AG SCREWS. NOT OVER DOOR HEK* 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) S. FOR 16' X 7' USE 1/4' X 3/4' — HEX HEAD SELF DRILLING SCREW A 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8- TRACK BOLTS. 63' (16' X 7') 42'(16' X 7 ) 54'(9' X 77 3/4' POLYSTYRENE INSULATION STANDARDTFORMODEL735-. 21'(16' X 7' 33'(9' X 7') GAGE END STILES - FASTENED I TOG-L-LOCS TO PANEL END CAP OVER END STILES. E DETAIL C) 16 GAGE GALV. STEEL CENTER HMK,'EJ "-20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAM85 WITH 5 i6' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BYOT SECTION B—B DOOR SIZE I DESIGN PRESSURE TEST PRESSUR WIDTH HEIGHT POSITIVE NEGATIVE NEGATIVE 8 -0 -0 32 8 37A 49.2 -56.1 9'-d T 29.1 33Z 43.7 -49 9 16 -*-0 23.6 25 3 35.4 -39 5 1+ LONG 16GA. GALV. STEELTdoNUTTOPBRACKETWITH 14GOL ROLLER HOLDER WITH 2 FASTENERS. 3" 1DE 1/4"X 3/4' LONG HEX HEAD SELF SEE DETAIL A) DRILLING SCREWS. 2 PER VERTICAL STILE) OPTIONAL SSB GLASS LIGHTSN CENTER STILES 5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES 1 (3 COLUMNS) --- USING (1) STRLTTTS7. i>hl iJlt s i i F i u i u I T ue gym.• ".. •. y L L 1 nnI lslaT n11I=]IfIIMI11111111111MItsit: a- .- n®I>a'nI-Ini)illcl Illu®IiIn I I®Ii' a F a7 1 •• • C t 4'X 16' AIR VENTS 2) REQ'D. 60 S0. IN. MIN. TOTAL OPEN AREA) OPTIONAL. - I 9, _ GAGE END CAP (SINGLE CAR) 20 GAGE END STILES MODELS EXCEPT 2 24 GAGE MODEL 750 1-3/8" POLYSTYRENE INSULATION O 4 OPTIONAL FOR MOD. 724 AND 730© O of 1 3 GAGE GALV. STEEL BOTTOM BRACKET 0 IATTACHEDWITH2FASTENERS 2' BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. LH. FOR A 16' X 7' DOOR USE ONE DETAIL C " SECTION A -A DM SELF DRILLING SCREW THRouGH TOP 19-1/2', 21'OR 24' HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE SBC ASSUMPTIONS: 100 MPH. 19' ROOF H&W, ROOF PITCH > 10'f DOOR FULLY IN END ZONE FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > IT. 2' OF DOOR IN END ZONE. 41 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 114 PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. LOW HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) LEAF dF HINGE, EI6] j I JJ STILE, CAP AND RAIL. TYP, 6 PLACES. V AND u LONG STEM ROLLERS. NOTE: All NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8' HEX BOLTS do NUTS OR 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. G 2422 3/5/02 KDD r ( F 2413 1/25/02 WILLIAM T. fjN0EMANN,-:A a' r ` ` E 2137 2/9/00 Consulting Structural Eng<neet D 1724 6/24/97 1140 Anderson Street C 1549A Clermont, FL 34711 B 1549 352) 242 - 0100 A 1449 9-8-95) r• , 1 1366 (11-01- NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC REV.' E.C.N. DATE CENTER STILES & CENTER HINGES(ICOLUMN) I I 1.25 7 3' 1 2.75' DETAIL A 3' 20GA WIDE STRUT 3' 18GA WOE STRUT P.O. BOX 13858 MAUMEL.LE, AR. SOR R 72113 562-1 v~W 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD FOR SBC RESIDENTIAL 100 0150% STEEL DOOR MPH, FBCTOLERANCE 120 MPH EXPOSUREFRAC.t 1/64DEC. t .D1s NEXT LEVEL DATE DWG. NO. AM. t 1' PLOT 9/14/94 DRNCDR 99—B-033 SKEET 1 OF 3NOANLEEiCAILE r 13 GAGE MIN. GALV. STEEL 1/4' X 1/2' LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT h NUT FOR 16'X8' FASTENERS 16GA GALV. STEELFASTEN SPLICE WOOD JAMB WITH ON 9'X8'.- 5/16' X 1-1/2' LAG SCREWS. TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' HOLDER WITH 2' GALV. STEEL B IS' X I USE 2 FASTENERS. VERTICAL TRACK 1/4' X 3/4' FOR OP B A 18'XS' 1 5GA. 16'XS') HEX HEAD SELF SEE TOP BRACKET 18,x8,) 7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 18'X8") r16' X 8' & IW X 8' DOOR SELF DRILLING 63' (18' X 7') 72•(18'X$.) 72`(16'X$ 72` (10' X 8') 54 18' X 7'16318'X8' 63' 9; X 8') OPENING HEIGHT ( NOT OVERi 42' (18' X 48' (18' X DOOR 48' (16' X HEIGHT) 48' 10' X 33' (is- X ) 39' (18. X 8') 39` (9' X S.) 21' 18'X77724' 18' X 8') 24' (i6' X 8' 24' (10' X 81 15• (8' X 7') X a-) 3/4' POLYSTYF INSULATION STANDARD FOR MODEL 735 n 19-1/2'. 21• OR 24' HIGH PANEL GALV. 2 ROLLER WITH 7/16 DIA. LONG STEM. TOP AND BOTTOM TIRE- STEEL 10 BALL LEAF OF HINGE 18' X 7' $ IS' X 8' DOOR AND END ST94 2' HURRICANE ROLLER ON 16'X8, 18'X7' LH. WITH 7/16- DLL 18'xe'. LONG STEM. RAILS 8 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'XB'. TiRE: alEX.L nr arv_L. 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9'XS' 2' ROLLER WITH 16' X W- 16GA. END CAP & RIVETS. 7/16' DLL SHORT STEM. 186 X 7" do IS' X 8': 13GA. END CAP '& RIVETS. 14 GAGE GALV. STEEL RAILENDHINGEATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. I t GAGEr,,20 STILES e 16'X8' s 18'X8' DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE 5• 9' X 8` 3 BRACKETS 16 X e' 4 BRACKETS HINTED STEEL 2' GALVANIZED WITH STRUT OPTIONAL OPTIONAL SSB GLASS 10' X 8' 4 BRACKETS; 18' X 7' 7 BRACKETS 26 GA ALL LONG HEX HEM SELF 18 X 8' 7 BRACKETS MODELS EXCEPT ATTDRILLING SCREWS. 20 GAGE END Si1LES -FASTENED 24 GA MODEL (2 PER VERTICAL SiNn WITH TOG- STRUTS L-LOCS TO PANEL 750 ' 2USEENDCAPOVERENOSTILES. 1-3/8' POLYSTYRENE 3' 20GA WIDE SEE DETAIL C) INSULATION OPTIONAL (SEE DETAIL. A) FOR MOD. 724 730. 4'X 16' AIR VENTS I r13GA. GALV. STEEL (2) REQ'D. BOTTOM BRACKET 2) 3 60 E IN. MIN. 2• FEAST/ (1 ACHED { 6'X8').Allin TOTAL OPEN AREA) 4 FASTENER$ (18'X7' OPTIONAL.- 2 FASTENERS (9'XB7 18 GAGE GALV. STEEL CENTER HINGE SECTION B B AND (IWX8'). ATTACHED WITH 4 FASTENERS. SECTION A -A20GEGALV. STEEL CENTER STILE CENTER STILES &GA ATTACHED WITH TOG-L-LAC OR POP RIVETS -{ 1.25' , HINGES (1 COLLJMt TO PE t 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. GAG P.S.F. TART - DOOR SIZE I DESIGN PRETEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 8'-O 25.5 29.1 38.2 43.7 10 -0 8 -O• 33.0 36.9 49.6 55Z 16 8'-W 24.3 27.3 36.6 41.1 18'-0' W-W 27.3 30.7 41.0 46.0 18'-0' 7'-W 27.3 30.7 41.0 46.0 3 1 q DETAIL A 3' 18GA WIDE STRUT WILUAM T. UNDEMANNif P 1. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED ZO WITHSTAND THE PRESSURES LISTED IN TOIE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 1(r, 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. ConsBliing Structural EnpTteer 1140 Anderson StIed Clermont, FL 34111- 352) 242 - 0100 6 STRUTS - 3' 18GA WiDE SEE DETAIL A) LOCK OPTIONAL --- SEE DETAIL C 4"X 16' AIR VENTS 4) REQ'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL USINGALTERNATE SO OPTIONAL SSB GLASS LIGHTS IS' (DOUBLE CAR) 4'X 16' AIR VENTS 4) REWD. OPTIONAL. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS UGHTS--% 16' (DOUBLE CAR) OPTIONAL SSB GLASS XTER STILE M COLUMNS LATER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING (2) STRUTS a ALTERNATE CE R STILES SNUG (2) STCRUTS ice-+„+ : • .- ; Lug;, u., f f ( n ; • ` stt ltt>.utltlsnllE®IMimi 1, 1 1 ' c • • • illfffi Iffff lf lllll llal•1ii 1 • :a•. 1 • • :.0 NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC G 2422 F 2413 E 2137 D 1724 C 1549A B '1549 A 1449 1366 REV. E.C.N. 8 3/5/02 KDD 501) 562-1872 1 /25/02 MODELS: 724, 426, 730, 735, 750, 550J9/00 24/97 DWG. WAS 101993-8. 9 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC 120 MPH EXPOSURE "B" NEXT LEVEL PLOT _ 11cALE DATE 9/14/94 DRfGDV DWG. No. 99-0-03311-01-94) SCATES) DATE APPROV. NO SKEET 2 of 3 OPENING HEIGHT DOOR OVER HEIGHT) 3 CAGE MIN. GALV. STEEL RACK SPLICE OR FLAG BRACKET. ASTEN TO WOOD JAMB WITH IV X 1-1/2' LAG SCREWS. 2• GALV. STEEL 16GA. (16TXRg) FOR Is' x 8' USE 13GA. (18'X81 1/4 X 3/4" HEX HEAD SELF DRILLING SCREW DETAIL D 72•(16'X8' 72"(16'X8'; 72'(IV XB7 63 18' x al 63' 9. X 87 l 148" (18, X 48' (16' X 48" (10' X 39• (18' X B') 39' (9' X 8') 24' 18' X 8' 15 24• J16' X 8.1 24' (10' X 8') 18'X8') P.S.F TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEKSTT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0" 8'-0' 25,5 29.1 3&2 43.7 10 -0 8 —0 33.0 36.9 49.6 55.3 8-0 24.3 27.3 3&6 41.1 t .3 30.7 41.0 46.0 L 13 GAGE GALY. STEEL. 70P BRACKET WITH 10 GAGE ROLLER HOLDER. ROTE THAT ROLLER HOLDER Is TtJRNED DOWN. 6DNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. 16'X8'& 10'X8'DOOR 2' ROLLER WITH 7/1C DLA. LONG STEM. TIRE: STEEL 10 BALL 16' X 8' DOOR 2' 14URW-ANE ROLLER WITH 7/16' DIA. LONG STEM. TIRE: STEEL 10 BALL.. 9'X8' 2' ROLLER WITH 7/16' DVL SHORT STEM. 14 GAGE GALY. STEEL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. USE FOUR FASTENERS RAILS9'X8`. OPROIML SSB LASS I Ilfil ti3il lllil 11111 illli lull l1ill 1!: f Ilill IlI11 ll:Il Ilil!hill®l!1!l llil[Elm; i/9 PaPaF'faAa(b b 1®19lP is.•;a®ramaaaNusu®as sa,u:ill tllltiPlall4lilS3; a r a a . I>ifliiltl=811i!®dill[mill i9®l1iilll[Ef3iltl[11 3 a f • Ir r . f a 1 a 1 CH9a a a 20 GAGE END STILES 0t DETAIL C OPTIONAL SO LASS L1GHT5—. TQ8*. 4'X I r AIR VENTS 2) REOWD. 60 SO. IN. MIN. TOTAL OPEN. AREA) CENTERHNGM (i luNN —( J % oPrloNn SEE DETAIL C- 4'X 16' AIR VENTS DREO'D. S0. #' MK AL OPEN AREA). OPTIONAL NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/4•-20 X 5/8' HEX BOLTS & NUTS OR 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. 2422 3/5/02 KDD WIELIAM f. ! l $t_gIr,1V I 2413FF 1/25/02 Consulting Strucuual Engineer1140 2137 2/9/00 Anderson Street 1724 6/24/97 Clemropt, FL 34711. _. C 1549A 352 ) 242 0100 B 1549 A 1449 9—e-9a) NOTE: GLAZING DOES NOT St iiFY IMPACT 1366 11-01-94) ($GATES; DEBRIS REQUIREMENTS IN FBC I REV. E.C.N. DATE APPROV OPTIONAL SSB GLASS IC AIR VENTS RE". So. IN. MN, L• OPEN AREA) OENZR STIESTDIO (I COLUMt A :T—Ti 1E L1100 g p D P.O BOX 138M 1711 fDSOR i . R MAUM7E2 AR. 1(501) 562-187 MODELS: - - 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC T LEVEL DATE: DWG. NO. 9/14/94 99-0-033 DRN _KALE G.DR SHEET 3 OF 3