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164 Magnolia Park Trl 03-1539 SFRd PERMIT ADDRESS ��0 `A SUBDIVISION �` En lEn CONTRACTOR ove:i= PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr # 102 Orlando, FL 32822 (407)857-9101 CBC 055300 PROPERTY OWNER _ -..,� C�� <� L'{��, =Q ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISC_ I LLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE PERMIT # CDATE � \\ - } � � PERMIT DESCRIPTION SL,� PERMIT VALUATION _ SQUARE FOOTAGE LA a CITY OF SANFORD PERMIT APPLICATION Permit #: 1� Job Address: 1G Description of Work: J Historic District: Zoning: Value of Work• $� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AjAPS Addition/Alteration Change of Service Temporary Pole_ ,T Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cali Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential ✓ Commercial Industrial Total Square Footage: _ Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (at:bs.r tiza.n X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address Mortgage Lender: . Address: ArchitectJEngineer Address: (Attach Proof of Ownership & Legal Description) Phone: to License Number 6A.�d RfJl+i�' eyn %QQ I PUM 3 40 r% �EJ 3t c7iC Phone: Fax: Application is hereby made to obtain a pern-lit to do the work and installations as indicated. I certify that no work or installation has commenced prior t<r tile 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 of the foregoing information is accurate and that all work will be done T' rnpliance with all applicable. la:vn , ryrdating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCOAENTNAY RESULT IN YC )l ff< TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CON LT WiYOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions ltcable to property t maybe found n the public records of this county, and there may be additional permits required from other governmental end uch as war gemen istricts, state ag � cies, or fedel aI agencies. Acceptance of permit is verification that I will notify the owner of the property of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date O\kiier/Agent is _ Personal)\ <nox%n to Me or Produced 11 Al'I'LI(A1 ION APPROVED BY: Bldg: Zoning :Initial & Date) hilla� l )ndlUons: r Mond 1L La S 13. -- - JUN 3 Signal of _onraetorr/AAgenTTt rr�� Date ,�7r D�#w.M+\.I k U�ltbU P . t Contractor Agent's Name, Signature of No-ry•Slaic of Flonda Date Contractor/Age- a / I ersonail, Known to Me or Products :J (Initial & Darel Lr._::es. FD: (Initial & Date)' (InAtia--Fl & Dar; MY COMMISSION 0 DD 212893 EXPIRES: June 14, 2007 B=M TW NoNq Public Undalwr OM 6-06-203 7:09AM 1kum CITY OF SANFORD PERMIT APPLICATION ZJK Permit N : Date: Job Address: 1 � tt to Description of worts: �� 2 �l` 1 C. C \ "Algid Value of Work: S Permit Type: Building— Electrical „ V Mechanical Plumbing __ Fim Sprinkler/Alarm Pool Electrical New Service — N of AMPS 1 150 Addition/Alleration Change of Service __ Temporury Pole _ Mechanical: Residential ! Non -Residential Replacement New (Duct Layout &Energy Cale. Required) PlumbinV New Commercial. K of Fixtures N of Water & Sewer Lincs N of Gals Lines _ Plumbing/New Residential: k of Water Closets _ Plumbing Repair - Re>ideniial or Commercial Occupancy Type- Residential 1, ' Commercial lndustnal Total Square Footage: -- Construction Type: N of Stories: a of Dwelling Units: _ hood Zoos: • (FENIA form required for other than X) Parcel a Owntxa Name & Addre e: �_ U r_ rContractor Sine & Address: G __ c ,,�. Phone & Fax: tk)-7 ;� 2 1 L4 4-� -- Donding ('nmpany Address _ Mortgage Lender. _ Address: Architcct/Engineer (Attach Proof of Ownership S C VV4 3 Zs -- PAnne.�7Q�� 95 7- cY / f` C- � 1- \,C.. Z25 t) t lk3 Lam.. 1) C- ' 7j 2.% "1 t— state Liccnte Numhcr �'� - oo Contact Person: Dl L. 1 e Phone: qp-j-- _ Phone Fax Address: -- Application is hereby made to obtain a permit to do the work and instillations as indicated. I certify that no wink or installation hax commenced prior to the issuance of a permit and that all work will be performed to meet Standards of all laws regulating wnswction in this junsdiction, l undet3tanJ that . scpantc permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS. WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and A I R CONDITIONE R S. cw. OWNERAFFIDA-V IT: I certify that all ol•the foregoing informadon is accurate and dut all work will be done in compluuiee with all applicable lama's PAY[nng 'S construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN r MAY RESULT IN YOUR AYfNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RbCURDINO YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition in she requirements of thix permit, there may he additional restrictions aMlicable to this property that may be found in the public rrcords of this county, and then troy be additional permits requitod from other govemmcnul entities such se- wafer management distnctc, state agencies, of tcdcni awns ics. Acceptance of permit is veriAcunon ih;it I will notify the owner of the property of the requue is of H X;�L Signature of Owner/Agenl Ualc si naturt of ConrnCl0riAl;00 Data Print Owncr/Agent's Nsmt kqntaCt1jToF _loriAgcnl's NamSignature of Nulary•Sisr+ of Flnnda f)atu StNutar to tit Uwe Yerionpuv Knmvn u, Ma ui t,'u„tnelnr/A;eni I.,_�Ve.:r�nz�ly Known to MC w .. YrutluCctl 11) —.. •— -_. ...._ Prnducrn IU ._. ..._ AN" ;.Il'A'.IO\ AI1I<OVf:I)UY.III(ig:,__._.. ---- I�wli.tlS Uotc j initial & Dale) (Imiai & Dwt).. E01P!!�,MAR1E A. ZETTLEMOYER �i _ MY COMMISSION * CC 855100 poi"aP� EXPIRES: Jul15.2003 1.WD.INOTARY Fla fN' a Y Se MCe & Bonding �. CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: The undersigned hereby applies for a permit to install the following electrical: Owner's Name: ),x 4e,10,,, Address of Job:, Electrical Contractord�X"_ (ddotl Residential: 'Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. ,.. licant,6 S441uro State License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. `' Date: 5' 1 1/ p 3 The undersigned hereby applies for permit to install the following plumbing: Owner's Name: P. 17 • i}•r+.n, Address of Job: (U Maj�o�ti �jti� "�, ,�n ��`� ! ��JAdI��, Pl(k. ;a ADVANTAGE PLUMBING, INC. �d Plumbing Contractor. p A BOX 620022 OVI DO, FLORIDA <32762-0027 Residential: _k (407) 366-3994 Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential New Residential: ._ .One Water Closet 1 S2 Additional Water Closet Zto Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: $10.00 TOTAL DUE: y By Signing this application I am stating that I am in compliance with C' n rd Plumbing Code. Applicant's Signature 5 C M�•il�,�.( �. :.G- State License Number ADVANTAGE PLUMBING, INC. P.O. BOX 620027 OVIEDO, FLORIDA 32762-0027 (407) 366.3994 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Hortont 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 NAR WK NORSE, CLERK OF CIRCUIT COURT BENINOLE COUNTY BK 04775 PG 1599 CLERK'S N 2003059914 RECORDED 94/10/2M 19s52s22 FM WXMINB FEES L99 RECOFM BY N Noldon NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Descri n of pproperty: Lot(s) 0 11, 12, 122 & 123 Magnolia Park Phase Plat Book , Page(s) , Public Records of SemmoTe "County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida desipated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Exppiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Ho Inc. 0 by: o ert awson, sststant ecretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc.,-- a Delaware Corporation, on behalf o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid (UPSCIALN07ARYSP-ALL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. IULY 26 2006 (It a ure Notary Seal CERTIFIED COPY MARYANNE MOM CLERK OF CIRCUIT COUIN SEMINOLE COUNTY. FLOAtt'r<II CITY OF SANFORD PERMIT APPLICATION Permit No.: " ,� Date: Job Address: I Gla n CA Permit Type: Building Electrical Mechanical Plumbing Fire Alaroo/Sprinkler 'Description of Work con -S+r t4 E, s F R- Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole —New AMP Service of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓Residential _Commercial Industrial Total Sq Ftg: 2-OValue of Work: S h ' Type of Construction: B LDCC k- Flood Zone: Number of Stories:Number of Dwelling Units: Parcel No.: 18 - ZO 3 / -900 - 0020 OCCQ (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: U.K-. M/-Z2n .LL L =:= Lc 7 •/ "r ,2 . J-//'tP /oa Orla"P-t , F& j�a Zlrlil��i State License Number: Contact Person 2426 Phone & Fax Number. JD9��7- 9/D/ �eC % Title Holder (If other than Owner): ')A Address: Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer O OP Phone No.: 4"7 - 9-14' -COD 7� Address: -4,,;3 1 nV Al L-n a,& �r_ i Fax No.: 110 2 - 77 qZ) 71 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR"ROVEMENTS 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 maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptan permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owne A ent Date rgnature of Contract r/Agent Date o Q R. svr-1 I 49D 8, L tint / gents N Print n or/Ag is N gna of Notary -State o Florida Date gnature of Notary-stirmtorFlorida Date AL NOTARY L L PATRICIA COULTON [NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134.330 Y COMMISSION EXP. ULY 26,2006 Owner/Agent is Personally Known to Me or Produced ID OFFICIA PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NV. DD134330 MY COMMISSIONAP. JULY ig,2006p� 10 MC Or Contra or Produced ID APPLICATION APPROVED BY: -- Date: Special Conditions: -4 c"c) (). 'St PILOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N89'31'41"W A DISTANCE OF 670.06 FEET TO THE POINT OF BEGINNING; THENCE S00'28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 60.00 FEET; THENCE N00'28'19"E A DISTANCE OF 115.00 FEET; THENCE S89'31'41"E A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES t. NOTE: TRACT "E" POINT OF WE DO NOT ACCEPT RESPONSIBILITY FOR MAINTENANCE & ACCESS COMMENCEMENT ANY ERRORS THAT MAY OCCUR FROM THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE USE OF THE UNRECORDED / PROPOSED 60, 00' '' NORTHEAST 1/4 OF SECTION PLAT THIS PLOT PLAN IS BASED ON. S89'31'41 "E 18-20-31 SOA ------------- N89.31.41•W ^p a 10' SCREEN WALL EASEMENT 670.06' PROPOSED LOT 10 _ _ + DRAINATGE TYPE A POINT OF BEGINNING I ud: '.:: PA TIp: ' 6.0' I 48.0' I i --- 6.0' I 800 PROPOSED ai i I 3: PROPOSED o LOT 9 0 PROPOSED 3338 n FINISHED FLOOR I o LOT 11 1" = 30 un N ELEVATION-42.20 ^ 8 a p GRAPHIC SCALE O o 7.0' COVERED + /C OD N 0 15 30 Z I � ENTRY p T 12.0' I p N FLOOR SLAB ELEVATI N 18.7' 103' i ry 6.0 MUST BE 1 q" ABOVE Cis V4lb OF ADJACENT ROAD4VNIOTHERWISE Ar011 t0' UTILITY EASEMENT N89'31'41 "W I 3 60.00' GIs NIJI $Iry I S89-31.41-E NI 480.39' 953.24' PT PC MAGNOLIA PARK TRAIL CENTERLINE OF TRACT "A" RIGHT OF WAY OF PROPOSED MAGNOLIA PARK , 50' RIGHT OF WAY LOT 10 CONTAINS 6900 SQUARE FEET t BUILDING SETBACKS THIS STRUCTURE CONTAINS 2029 SQUARE FEET t FRONT: 25' TOTAL CONCRETE 875 SO. FT. t REAR: 20' TOTAL SOD 3996 SQ. FT. t SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 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 & ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 10 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM40159 DRAWN BY: LOT PLAN 2-18-03 LEGEND BUILDING SETBACK LINE MLW CENTERLINE POO RIGHT OF WAY LINE POL PCC o%%% PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW OR PO I I CONCRETE L LB LAND SURVEYING BUSINESS C B LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT P, PCP PERMANENT CONTROL POINT PIT,; (P) PER PLAT PT (M) MEASURED lYP (CALL) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK R CP PB PLATRBOOKETE PAD C5 PGS PAGES R/W NG NATURAL GRADE ORB 50, FT, SOVARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE 'OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2--1�-o3 FOR THE FIRM WILLIAM R. M "JR 8 DATE It C O 2V;TRC? � Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number P UCHASERS NAME AND ADDRESS Fame :address (!i2��7 Cite/State/Zip Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: Quarterly Payment Amount (First payment due on the Install Anniversary Date) Any payment deemed 30 days past dR will result In the cancellation of this Warranty aid Justify removal of the Sentricon System. Name Address City/State/Zip Phone & Em D lC f DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination Sys m, Apex will Nvarrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs tdithe described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary 1palrs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the°Property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, Aj FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT ST AILL GO% E LN THE RELATIONSHIP OF THE PARTIES. :apex Representative Signature Date Customer or Agent Signature Dnte Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, andgulntions, and all applicable recommendations contained In literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s), ? monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and Q. during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and c. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activy, The Company will extend this Service Commitment following the original twelve month obligation.�The Sentricon Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and Conditions of this agreement for r �t. , er quarter (3mo period) payable on or before the end of the previous monitorlw! period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, ntS to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to ma twin the aren(s; baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contadt standing water under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to n0ilfy Apex of an( eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Int8, onto, or under the area(s) baited. At no time will damage caused to any portions) of the Structure(s), even by an active"ood destroyini insect infestation, be the responsibility of Apex in areas where any of the conditions described In this Paragrh exist. Fniluri of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility undethis paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WLORTESIMPLT 01 MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THTTRODUCT Or. SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRES'_ WARRANTY Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding;, gatnst Apex Y negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution o value, economic compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if an nd, and in nc event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service t be performed. L SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS general terms and conditions are hereby made part of this contract and By specific reference hereto, the Customer understands that the Apply without exception. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex wills (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection. refund to the Customer an amount equal to the fee paid for services not yet received, and;,(S)retrleve, or advise Do;vElanco of 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 o the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue thi relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) ldentified herein as of the date of the Initial installatior Prior to; (I)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitleide being applied on or close t the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppli( occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void th Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Custome expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any pa of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at t' 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 Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex m without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreemen held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force r effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the rlgh� revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfil' Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, stri embargoes, fires, floods, hurricanes, storms, quarantlne restrictions, or any other act of God or circumstances beyond the control of A Apex disclaims any ►lability for special, incidental, or consequential damages. This Agreement does not cover and Apex will no - responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterati (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding lltigatlon, In the event of any dispute arising hereur Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedure,. commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to al provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et se , proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex c designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitr, tor! be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual I and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the partle. no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement m relieved of any liability hereunder If Apex determines, in Its sole discretion, that It Is unable to prevent or stop further damage to Pro from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writ The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Ider Property for any purpose contemplated by this Agreement, Including but not ilmited to re -inspection, whether the inspection was regi by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of I (one) year from Its effective date. AN Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with It = transfer fee payable to Apex Nvit1 (thirty) days of the transfer of the treated Property. 'Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459-2847 407.858-0540 813.221-2847 800-929.2847 888.764-2847 877-459-2847 RD B ! : ,PING DIVISION ENTLA.L BUILDING PERMIT OF SA.NFO SUBMITTALREQUENTS n r ! 0 1 Two (2) recent boundary and buildi>4fo 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: A. Foundation plan indicating foot bar re lacementg walls. Provide side view eta of these footers with reinforcementP 0 b. Floor plan indicating interior windoiv,land ortopcning sizesions And , smoke detector, room dimensions, door, locatlon(s), lnndings, decks and stairs. Bathroom fixtures and distances from walls arc tb be shown. * Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) o c, Elevations all ior ,all-11, east, west, north and south. per City Engineering Department ornish floor elevation n height as P r_ subdivision plat. d. Cross sections ter exterior. Show all compone t of wall wall sections to be used In the structure. Bearing non -bearing in section. e Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. 0 f Engineered truss pln wry and plan with ails of bracing.support trusses-Engnneered beams for spacing opening g. Stair details with tr en And ris of handy a s ndiguardratlger size, methods of attachment, placement o s. h. Square footage table showing footagcs' 7 S.F. Gnrngcs1Carports S.F. Porch(s)IEntry(s) S.F. Patios) �' S.F. Conditioned structure , ` , S.F. Total (Gross Area) 0 3, Three (3) sets of completed Florida Energy Code Forms (Form 600-A-� 0 4. Soil analysis and/or soil compaction report. f soils Appear to be unstal or if structure to be built on fill, a report Y Building Official or his representative. 0 5, Other submittal Documents: , 0 a. Utility letter or a roval when b,ll !water supply andlor sewer system connection to be made. r r! 0 b. Septic tank permit to be obtnine S in Seminole County Health Department at, 400 W. Airport IYORnford, Fl (407) 665-3600. c. Arbor permit when trees to be r moved from property. Contact the City Engineer for details regardarbor ordinance and permit. O 6. Appticatlon to be completed thoro It and signatures provided by a licensed and Insured contractor. OWNEpiBUMDER MUST APPEAR . PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on application. If electrical, mechanical or plumbing permits have not issued, inspections will not be scheduled or made and subcontractor subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTIO' 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tle benctis - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / f1rewall 12. Insulation, wails and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATU (By Owner or Authorize Agent) )e Lot N Address: WIN Limited Power Of Attorney" I hearby name and appoint: Craig Coulton, off 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: The City of Sanford For a residential permit for work to be performed at: Subdivision: Mon rye:)b lea ;nulkl�Mrk- And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 6;z:� -,�, "/, Signature of Contractor This foregoing instrument was acknowledged before me this day of 2003 By. Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of County urrt�,-- - -- PATRICIA COU�TO F �,ORII�A NOTARY PUBLIC STATE O COMMiSSiON 1C,T;t�T3133o 0 Notary Seal "-AA x yr 6ANFORD P.O. Box 2847 SANFORD, FL 32772 PI 10NI; a (,107) 330-5630 APPLICATION FOR IJTILI'I'Y SI.RVICI- A(:('OI JN I (FUIJ, NAME) N : \ M I ! J J�-o Yl . TYi . FAX /r (407)8_7367 SI'-'RVic.'I*. ADDRESS ' ro 0f'" ivtAll.INc�\UDIZI:SS(P2� � TURN ON l)A'I'E SINGLE FAMILY RESIDENCE l MULTI -FAMILY RESIDENCE UWrt'Zir( �� COMMERCIAL; �r✓y�' la E - �ovt�(zG� : {��,tt-�► C,�vl it�n. SOCIAL WORKiI4D5: -c. i IOI nn SF-CURITYiR N-Pt HOME# N'+Z OWNER OF PROPERTY_ DR. }4pr-}fln I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVInIDDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLIC NT MUST PR------------ OVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES=MUST BE PAID Al' -THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS.mb- 1 ALL OUTSTANDING CHARC,F� MUST PAY SIGNED; �� r, J ._-- DATE DO NO WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAI- $ CUSTOMEF LOCATION LAST BILE THIS READ CSR D. R. HORTON HOMES 33� A SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST OT , /0 SUBDIVISION: 11AC-�>UdU,4 %)LIIQ)-I ADDRESS 44 MA6tJbQA- P.4kk, 7R,4/c. lr f BUILDING APPLICATION POWER OF ATTORNEY x ✓' 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALLS MANUAL 1/ DUCT LAYO ATTACHED TO THE PLANS / 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS V ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri U6CtJley )�rm�,' J DR- KWN"�,,4 , - ','• March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Magnolia Park This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 10, Magnolia Park Phase 1, 164 Magnolia Park Trail Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com B A N" eR110 a64-v&�Sl eoki�� 16ai� Since 1978 Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Patricia Coulton Printed/ Typed Name kL Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31st day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally known to me or who produced their FI I7STATE tion. Af EAL PATRIN NOTARY PUBLIFLORIDA COMMISSl34330 MY COMMLSSIY 26 Notary Signature Notary Stamp 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com CERTIFICATE„OF OCCUPANCY / COMPLETION This is to certify that the building located at 164 MAGNOLIA PARK TRL for which permit 03-00001539 has heretofore been issued on 4/15/03 has been completed according to plans and specifications filed in the office of the Building Official prior to e issuance of said building permit, to wit as t complies with all the building, plumbing, elect cal, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected FIRE: Inspected UTILITIES: Water Sewer Lines In �, Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Ids ?!L Paved Maintenance Bond PUBLIC WORKS: Street Name Signs 0 2 P Sin, Street Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 5 16 03 01-APPLCTN FEE -ELECTRIC 6/04/03 01-APPLCTN FEE -BUILDING 4/15/03 01-APPLCTN FEE -MECHANIC 6/30/03 01-APPLCTN FEE -PLUMBING 5/13/03 02-ENGNG DEVLPMT FEES 4/15/03 01-FIRE IMPACT - RESIDENT 4/15/03 01-LIBRARY IMPACT FEE 4/15/03 DATE APPROVAL AMOUNT 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 CERTIFICATE,OF OCCUPANCY / COMPLETION PAGE: This is to certify that the building located at 164 MAGNOLIA PARK TRL which permit 03-00001539 has heretofore been issued on for 4%15/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 4/15/03 279.61 01-POLICE IMPACT - RESID 4/15/03 91.93 01-RADON GAS TAX FEE 4,/15/03 -21.00 01-ROAD IMPACT FEES 4/15/03 847.00 01-RECOVERY FD/CERT. PGM. 4/15/03 21.00 01-SCHOOL IMPACT FEE 4/15/03 1384.00 WD IMPACT:SINGLE FAMILY 4/15/03 650.00 SD IMPACT:SINGLE FAMILY 4/15/03 1700.00 ryl T::� V I C�' Zo 10 1Z ?/93 OWNER BUILDING OFFICIALDATE ' LAJ�, ~i i CERTIFCATE OF OCCUPANCYXj REQUEST FOR FINAL INSPECTIOM **** SINGLE FAMILY RESIDENCE"" 8-02 DATE: NC.) - UjIt E PERMIT #:06 a n C O ^J C9 tU u E u A ADDRESS: �\c►�.�c4_� _� �,;, CONTRACTOR.. j MEr� PHONE #: y (D `) 8 3 a- y ��8 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. D Engineering 7 Fire j-\ I A DZoning l� A Licensing f \ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067 0077 NATIONAL FCMMRq0mwEFRoGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For ImuranceCwpany use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 164 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 10, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ( ##° - ##' - ##.W or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Ouad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME b COMMUNITY NUMBER 82. COUNTY NAME I M. STATE CITY OF SANFORD 120289 SEMINOLE B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 88. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4/17195 4/11M A, X 40' 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): SEE "D & E 2 " ON 2"c PAGE B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No _ Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ®Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. 9 no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, ARIAH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum oonversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation re►erence marls used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 42. 4 ft.(m) o b) Top of next higher floor 53.2 ft.(m) o c) Bottom of lowest horizontal structural member (V zones oily) NIA. Q.(m) o O o d) Attached garage (top of slab) 41. 8 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Canments area) a f ) Lowest adjacent (finished) grade (LAG) 41. 5IL(m) 44. DO) Z.5 - 1 o g) Highest adjacent (finished) grade (HAG) 42. 0 ft.(m) A; o h) No. of permanent openings (flood vents) within 1 fL 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. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WIt.LIAM R MUSCATELLO, JR LICENSE NUMBER: 492B TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTFtSTFtETAS,f E.180\ 1 L__&A ORLANDO FL 32803 SIGNATURE I k )- DATE I (f VUJ TELEPHONE ilk . 1100=3 ---- _ (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unfl, Sure, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poly Number 164 MAGNOLIA PARK TRAIL r ' , 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/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL "LOMAR REVISION IS IN PROGRESS' DRAWING FROM BRISKEY & ASSOCIATES, FLOOD LEVEL DATA PROVIDED SHOWS BFE 40'. NO COUNTY BFE HAS BEEN DETERMINED AS OF YET. CITY OF SANFORDSEMINOLE COUNTY MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT (ALL MEASUREMENTS ARE SHOWN IN FEET) ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 32 ft.(m) _in.(cm) ® above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C31 on front of form. E4. The top of the platform of machinery andlor equipment servicing the building is _ t(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communiVs floodploln management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authoized representative who completes Sections A, B, C (Items C3.h and C3,i only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, d C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the oommunity's floodplaln management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or conmunity4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community fioodplain management purposes. G8. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS _ft.(m) Datum: ft.(m) Datum: _ ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT .OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 10, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT "E" MAINTENANCE & ACCESS 60, 00' 1a° S89'31'41 "E '� } ------------- _ --------------- 1,. 30' 10' SCREEN WALL EASEMENT GRAPHIC SCALE 0 15 30 LOT 10 3'.3' of �''..!COVERED•�: A�� 6.0' 48.0' 6.0' ll.l TWO STORY in (� CONCRETE BLOCK xa r� $ W000 FRAME u „ LOT 9 DO RESIDENCE ^� 10RESIDENCE FLOOR < 0 N ELEVATION=42.36 0164 MAGNOLIA PARK TRAIL a 0 00 0 7.0' E) " (V LOT 11 6.0' Z n 12.0' ��O 0 0 N 3' ------------ WALK IS °OS. 10' UTILIT 1.2' OFF N89'31'41 "W 1 10.3' 18.7' Got it DRIVEWAY „''. r EASEMENT:: 60.00' 6.0' WALK IS 1.2' OFF 472,85' _ _ - _ - 1 480.39' PT - — - v - S89'31'41"E 953.2— - --- - — - PC TRACT "A" VCENTERLINE OF MAGNOLIA PARK TRAIL RIGHT OF WAY 50' RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA SAMUEL E. PALMER AND ELIZA G. PALMER COLDWELL BANKER MORTGAGE NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. BUILDING SETBACK LINE �° FND NAIL AND DISC - - CENTERLINE LB 16393 (10/22/03) 2. PROPERTY CORNERS SHOWN HEREON WERE - - RIGHT OF WAY LINE o FND 1/2" IRON ROD AND CAP SET/FOUND ON 10-22-03, UNLESS OTHERWISE A—��Z—_ 4 EXISTING ELEVATION LB 06393 (10/22/03) SHOWN. CNA CORNER NOT ACCESSIBLE O CONCRETE DENOTES DELTA ANGLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR CB. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE AI FECT THE TITLE OR USE OF THE LAND. PPP ( ) PERMANENT CONTROL POINT PER PLAT PRC DENOTES POINT OF REP) DENOTES POINT OF VERSE INTERSECTION (M) PT DENOTES POINT OF TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUNDRED TYP TYPICAL LUCATED EXCEPT AS SHOWN. S/W S/W CONCRETE CONCRETE WALK SIDEWALK A/C COW AIR CONDITIONER CONCRETE BLOCK WAIL CP CONCRETE PAD RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CHORDETE LENGTHB IDHU OVEREAD LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK PARKER KALON POL D NTIFICATIONILITY POINT ON LINE SURVEYOR AND MAPPER. R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE 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 & ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 10 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) 4/10/03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR THE A AA I /' FIRM VOLLIAM R. M SCATELLO JR. PSM 4 28 DATE ASM40159 FINAL 10-22-03 CKB JOB N0. FOUNDATION 5-31-03 CKB DRAWN BY: LOT PLAN 2-18-03 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 • i ♦ . MIAMI•DAW MIAMI-DADS COUNTY, FLORIC METRO-DADE FLAGLER BUILDI; BUILDING CODE COMPLIANCE OI:FI+ Ml3.1•R0-DADC FLAGLF.R BUILDR 140 WI:S•C VLAGI.CR S'lltr ".1%Burn: IG MIAM1, F1.0RIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)375 Prenldor Entry Systems CONTRACICOR LICHNNING SI:C.71, 911 E. Jeferson, P.O. Box 76 (303)375-2377 rAx(3O5)375-2' Pittsburgh ,KS 66762 c:avruAcrottmvist, (303) 373.2966 I"AN (305) 375-2' t'Itovuc: r COV7•itol. twist (303) 375.2902 FAX (303) 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 Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend i 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 Flor; Building Code. The expense of such testing will be. incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 0.1/02/2006 Rate ttoangucz Chief Product Control Division 'THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW CONIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions : forth above. APPROVED: 06 051200i ffrt� 4-" Francisco J. Quintana, R.A. Director Miami -Dade Cotmt3, Building Code Compliance Oflic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED 0 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, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-!V/E Instring Glazed Double Residential Insulated Steel Doors Sidelites- and its components shallbe 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)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col 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 installcd only at locations protected by a canopy or overhang such that the ang'.e between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arch are 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 proteclion system (shutters): the installation of this unit will require a hurri, arotcction system. S. LABELING 5.1 Each unit shall bear a permanent label with the manuFicturces name or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1,2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the Proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. (SFBC) in order to properly evaluate the install ic)n of this system. Mane l I crc2, F.E. Product Co ro Exan. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006_ NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and 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 product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any Portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it npplics, 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. 0. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EyD OF T111S ACCEP' WNCE Manu Pcrcz, P.C., Product Contpilscam Produ 'ntrol Division Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing 1 1 COP-WL-MA0141-02 (1 MUM9121=1 02-0419.08 52,0 (Application Filed) 1. •, NO 1 Arrangement Singles (wi) 2•0" TV X 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — 1• X0, OX, OXO i I 1 1D 2'8" + I 1 1 COP-WL-MA0143-02 rAiami-Dade BCCD 02-0419,08 (Application Filed) OP Rating 52.0 1. 1 NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" 37 + 1'0" TO" + 1.2" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO 1 1'0" + 2' 10" + 'IT 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IV' - 3'0" + 1'0" 17' + 2'10" + 1'2" 17" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2.8" + 2'8" 2'l0" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO i 2,8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 NO i 2'8" + 2'8" 2 10" + 2'10" 3'0" + TO" 2r6" + 2'8" + 2'6" + TV COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2.8" + 2'8" + 2'8" + 2'8" 2'10" + 2.10" + 210" + 2'l0" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available Irom the Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other struct .res). National, slate or local bui'ding codes specify the edition required. Masonile International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, P 202 & PAK3. U Oakcraff ��'"rr r�"r+.'�"— a "-a MVEK" 1 trtl.u•alt 1 "T M IIIYNCI.ASS kNTHY DOOR% DDr eo"D"wy P"*'a of p R"t1 wo'o."'ov M".ti:.W.t F6w,t "(""(D—; mates sptUllcaloons, dtsgD mo podnn n 0+��•rt Ds"r. otho wlrjeU 19 than" w0oW "onm' Glued Units FIBERGLASS DOORS 6'8" Height — Outswing Singles (�yidfo) =mum 2'0" 7- 2'6" 02-0418,03 X 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" _ Not Usted Not Listed — — 3'6" Arrangement ,les (wid1h) Masonite Internationalr., r r• Rating ImpactRated 2'8" + 1'0" 2'8" + 17' 2-13" + 1'0" 02-0418.03 1 2'10" + 1'2" COP-Wl-MA0163-02 (Application Filed) 55.0 NO TO" _ 1.02. 3'0" + 17 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0.OX, OXO 17 + 2'8" + 1'2" 1'0" + 21" + 1'0" 1'0" + 3'0" + IV 02-0418.03 17' + 210" + IT COP-WL-MA0164-02 (Application Filed) 55.0 NO j 1'22" + 3'0' + 1'2" 2.6" , 2'6" _ 2.6" i2'8" + 2'8" + 2'8" :— I r 2' 1 G" + 2'10" + 2' 1 V 3'0"+3'0"+TV 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 COP-WL-MA0162-02 (Application Filed) 55.0 NO 2'10" + 210" 37 + 37 XX. OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0165-02 (Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 3'0" 1 Notee 1. Occr a,. rengements using fewer panels than wba! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni a international website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher 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 81 PA203. OaL- 'i dit A EW I .1: ..w �1 A1% ..' CRY IV00N.4 , .T.:,,7Z",4n Fn.n O•:- AD, 1l7, n02 Ovi'4.1Un"rb 910001" Of p4HN }nDWMVA MUM $0611rabOM. 01119" MO W11.0 Arun s.ricn to thing, .44.4 mutt. Masonite international Corporatior. Glazed Units FIBERGLASS DOORS 8'0" Height — Inswing , • r r ,.r , 2'0" 2'6" 02-0423.01 2'e" r_ COP-WL•MA0146-02 (Application Filed) 2'10" 3'0" ►r r r. , I 40.0 NO i r X ( TV Not Listed Not Listed — — Arrangement Multiples (width) 2'8" + 1'0" Rlasonite International COP-WL-MA0148-02 Miami -Dade BCCO 02-0423.01 (Application Filed) low M - 40.0 NO i 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" s'0" + 1'0" 1 37 + 1'2" I X3 Ox, 11:1.•0 1.0.. + 2.8" + f'C" COP-WL-MA0149-02 02-0423.01 (Applicalion Filed) 40.0 NO L�'v^" 2'10"+1'0" 17 ♦ 21" + 17' _ 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'l0" . 1'2" 1'2" + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2T 2'10" + 2'10' + 2'10" XX, OXXO 2'8" , 8" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO TV + 2'8" 2'10" + 2 10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150.02 02-0423.01 (Application Filed) 40.0 NO 2'6" + 2'8" + 2'8" + 21" 2'10" + 210" + 2'l0" + 2'l0" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements usn.g fewer panels War what. is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masonite Inlernational website (www.rDasonite.com) or from the technical center. Ir:sla"anon ins%!e lions arc, svailable from the Wasonile International website (www.masonite.com) or from the technical center. - hclu2; osier pressure requirament for a sp.,ci`lc cuild!ng design d geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or Local building codes specify the edition required. 5. Masonite International structural, cyclic, air, wafer, (orced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. O aloft ARTEK" •."•.N ,L.\35 riNTMY ooa.es w._r„v.rrg•.p,,,c ,w... q\v ca�re� n orc; ]n of urocra mp.o.mm 9a•r! trX:Oi;p:dY. My -0 IX.a Masonite International Corporation Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing masonite internationalr.l COP-WL-MA0166-02 r r•Rating 02-0423.03 (Application Filed) 47.0 1. 1 NO Arrangement X Singles (width) 2.0" 2'6" 2'8" 2'10" TO" Not Listed Not Listed — Arrangement X0, OX, OX0 Multiples , ,th) 2'8" + 1'0" Masonite International1.,• COP-WL-MA0168-02 BCCO 02-0423.03 (Application Filed) O• Rating 47.0 impact Rated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'O" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + IT 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 2'6" + 21" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 37 + TO" + 3'0" + 37 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.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. 0 OakWaff AR EK" .r...11y.• F'1111: Nli I.At[ E." Y OOONC NoF*w'k. LWr D-sn C., ❑ •� rl��iM.Ir. S .- Ow I D• nwi179. 2002 Masonite International Corporation 0., COft W g 0,09,.. of wOdW V"V'Ovt ffl mHtl-WWK*W"- 000 an0 DNNWCI 0".J S0010 CWgC "NOON Oo1KC. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0101-02 alPT,174 01-1031.01 UP Rating 76.0 Impact, NO 2's" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed - - X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 17 2'10" + 1'0" 210" + 17 37 + 1'D" 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 'IT 17 + 2'10" + 17 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'l0" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 21" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 21" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 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. OakltF�raff ARTEK" Y IMe.NC.1..1[i f; N'1'NY OOOµ3 N"nfi.r.M rNrM•a lorry Dew. �C.. ❑ n O.<arr Dew• AD+29.2002 Masonite International Corporation W: eon"n".ng orog— of D'Dgva mDr Mem fO "TDetit[ll— Def'9n )n0 prodW Owl SUDreC, ro U rv..4m.1 n01 Opaque Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Outswing Arrangement X Singles , 2'0" MWIMPM.1 COP-WL-MA0121-02 1.1 01-1031.02 ►• s 76.0 Prim NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — ,Multiples1th) X0, OX, OXO 2'8" + 1'0" MasonileInternationalMiami-Dade COP-WL-MA0123-02 t 02-0109.09 (Application Filed) 1• 0111T, 55.0 1. 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1.2" 37 + 17 TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1 [" 1'0" + 2'8" + 1'0" 1'0" + TO" + 17 12" + 2'10" + 17 12"+TO" +12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" + 2'10" TO" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www,masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakcraff AR 1EK'" -_ vl"I.NGLASS e:NTky UooNt E. r2= �C., l J/�„M ❑ S rAL/�"1 .+✓OVir• �.IYI IOe�rl ama 29. 200I Masonite International Corporation Ow com.ft" program of Orodw improvers" males swilicaWs. oesgn and WOW W34 50,"l 10 CnWW w000 no1Ke. Opaque Units COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing oil] COP-WL-MA0106.02 02-0109.08 (Application Filed) I 70.0 fiffITTHIR91A NO X Singles (width) 2'0" 2'6" 2.8" 2'10" TO" 3'6" Not Listed Not Listed — Arrangement X0. OX, OXO Multiples , ,th) 2'8" + 1'0" Masonife InternationalD., COP-WL-MA0108-02 02-0109.08 (Application Filed) r• Rating 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 17 + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2.8- + 2.8" 2'10" + 2'10" 37 + TO" 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 8 PA203. 0 Oak xaff AR EK" r.•1"r,.a...eT 11'•1; 11 G., A.St K.'I, 1'00.S rae".R.rr.s F#,"-F"vDee.. a q .+Ou •De Ao•d 19. aooa Masonite International Corporai�on 0., cono—.9 9,09,,m 01 P,WD I Pg MlM1 -WS $M-11Calro &"Q' I" 0' 0e 1 delad SUD C110 Lnangt WOW no1Kt. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing , , COP-WL-MA0126-02 r.l' 02-0109.07 (Application Filed) r•Rating ImpactRated 70.0 NO Arrangement X Singles (width) 2'0" 2.6" 2.8- 2'10" 3'0" 3'6" Not Listed Not Listed — — ,. X0.OX. OXO Multiples , 2'8" + 17 , 1 COP-WL-MA0128-02 �, 1' 02-0109.07 (Application Filed) r• 1 55.0 1. •1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 37 + 1'0" 37 + 17 17 + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'D" + 2'10" + 1'D" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'D" 1'0" + 37 + 1'0" 1'2" + 2'10" + 12" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 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 8CCO protocol PA201. PA202 & PA203. 0akcraff AR � EK'" f INe. Nf: 1, A\\ EN I NY nOONS N»T.•vearMraY-f.wr Dew. AN d 29. 2002 Ow connnunq orupram of Nroouet IN, aMoo oruet &1a.1 subject to enarpe wAWA rWIKe. fabu•rlr bom .+ Oe• Masonite International Corporation MID-WL-MA0001-02 Unit SINGLE .••- 6• TYP. " UNIT 8'0" UNIT 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. • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (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 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 E.<rur.r r ••m pprd 29. 2002 Masonile international Corporation our tonnnu.np program 01 produn anss—Mtn1 lnaktS SWOK~SK 0t5pn and pio0ut1 dtlad SuotKl 10 (Nnge w01Wu1 n01Ke. XO or OX ' " t ' Unit ' SINGLE DOOR WITH 1 SIDELITE TYR 6'8" UNIT 810" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough 1 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" 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 a s PREit✓f �'::r.ai �:... � o. Apnd29 2737 Masonite International Corporation om aom: ,...; o�ao�m� u� o, oo"o .•�,ro.rmrn, m,ro snttaao.an 0t59^ aM J'JCJCI de"'i $ 0len'0 (^a^Qt .4.00 rwl e Ox0 Unit ' SINGLE DOOR WITH 2 SIDELITES 'UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. lffmm�r •1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" f f f f f 1 r ] r ' Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. Aprd29 2002 Masonite International Corporation Ofs�On ]nC 0� W VCI Otl]d swI , .1 :111W'�.`•0001 oxxo MID-WL-MA0005-02 Unit DOUBLE DOOR WITH 2 SIDELITES CountMinimum Fastener • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 6• TYP. 6'r UNIT 8'0- UNIT 13-15/16• 17-1/8' MAXIMUM ON CENTER TYP. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSIBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS tot southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29 2DO2 Masonite International Corporation ow cons-mo oroyam of 0•o0•ct n"o—""l —hei SDec O.(Ngn3. 6,g. an0 o•o0u[1 0eW1$~1 lV c^aryl' - h..1 nol.e XX ' ' ' ' ' ' Glazed Inswing Unit ' FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". r Double Door Maximum unit size = 6'0' x 6'8- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements toy a specilic building design and geographic location is determined by ASCE 7-nalional• state or local building codes specify, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 an a® 00 an 00 101 na 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ 00 00 na 00 as 00 an nn 105 Series 106. 160 Series' 129 Series' 12 RIL. 23 RA. 24 RIL 107 Series' 108 Series 30e Series Series' This glass kit may also be useo 1n the following door style! Eyebrow 5-panel with scroll Oak raft AR k EK'- W"ad.i.a VIU(: I:N1 A5S I: N'1 Nl' UVONM% Ibn-L•vMilw84N E,wrJ Uew+ !N)LI�� J� �•r• � April 292002 Masonite International Corporation ow fonunuMe Morita. 01 M00 oo vn J'OvHnMI ,Aes SpeCdKalgns. Dew 414 olodwt OeUd subie" t0 ehanee wNhoul n01K XX 1 1 a t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: . ao na e0e Series e10 Series CERTIFIED TEST REPORTS: FULL GLASS: o ' >3 109 Series 114, 120, 122 152 series 149 series 300 Series Series CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). �/ &af�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakc,raft AR k EK" IIIaI MITI.\\� LNtNI' Ill ll)N\ New4.u.•,arM•a4••l•nra Oor• P�UrI Va��r.��v./•v.v • //,~ April 29,2002 Masonia te tnternationat Corporation 0w co1NNry,Np wOeRw of wo" _orovemenl ma&" smaital—, des.en a1Nt wueun oelae suD"tt to cha gt "NhotA wrte XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size - ST x 6'8" Design Pressure +52.0/-52.0 Limited wale, urdess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined try ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °U 00 00 00 101 00 100 Series 133. 135 Series 136 Series 822 series 1/2 GLASS: 0 F1 Ou U0 11 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 RA.. 24 R/L 107 Series' 108 Series 304 Series Series' This glass :A 'nay also be used in the following door style' Eyebrow 5-0a1'el with scroll raft —f ARkEK "Oak ...,r 111e-v.-5 LrN_I.-V U0,N 1—On �Masonite 9 e Apu129.200? International Corporation N, com.n.�n; y00gm 01 0100W .n0,0rtme"I ""'s'P-4 - —0^ r"O TM:vU O .., )�Llttl IG C,VOye w,ln0y1 nOLtt XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 0o ao 0 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 0 129 Series 200 Series 12R. 121. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraft AR4EW �e..r.,,..,,....,. Apw29 2002 Masonile International Corporation ow eom,ne orowam or wodoo ✓nororemrro males spttiocarens. ori,on and Product aeuu s,;,ea re change wnhour nonce Ox0 4 4I Glazed Inswing Unit ' APPROVED ARRANGEMENT: 7 0 •..� , {` 0 a u. Single Door with 2 Sidelites Maximum unit size . 9T x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. 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". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-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: 130 0n an U, 00 nn nn 101 nn 100 series 133. 135 Series 136 Series 822 series 1/2 GLASS: ❑ On �� ❑ ° M nn an nn an nn nn 105 Series 106. 160 Seres' 129 Series' 12 RLL. 23 RA., 24 RIL 107 Series' 108 Series 304 Series Series' Tilts glass kit nkly J1so be used in the 10110wing door style: Eyebrow 5-panel with scroll Oak raft ae. a.ad ARk EK" r. •. �m r-...L6...�.nf 1uFMc1,ASS uni'rs uuuKs � r..n.a....a ra..p"rnl.r u...+ ��✓rv�ne, %.J/ ❑ �:." Apt ii29.2002 Masonite International Corporation 01.. [01, ,-.0 olool— a WOduct +"0—tillem mitts 5pe(ngalro�l. deice" rnd pOdWl dela.l Witlecl 10 ~of 1i1MW no1Ke. OXO ' ' '' " ' Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ++4 1 h 00 oa 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 3 129 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, 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, STA71i To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft _ARk EK'. �. re..al,rrem ,.. ,.err,. 11Ut KI:L •\\1 LIrI)l l' Ul)()KS tbr,T�.wNre..p,r ErwT Dever �ACJ t'I✓�l�G.✓/ ri.w • April 29.2002 Masonite International Corporation Our tonUnurrp DrOpram of Drortuo morowmMr mates SDeC'tK3jQns. 4tsgn ano Dr04ut1 oeua sutwi 10 ttranet w41rou1 no1Kt. OXX0 1 I I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: } N O,,'r,,.�v_' r. t�dPF. ctt.: 119 Double Door with 2 Sidelites Maximum unit size - 12.0' x 6.8- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". 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: 0 0 00 as na as �[l8 nn 100 Series 133. 135 Series 136 Series 822 series 1/2 GLASS: n an an nn nn na na 105 Series 106, 160 Series' 129 Series' 12 RIL. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft ARTEK" r.11 ,•.. t .e~ 1. la " te.lvl•.1 1'1111 M1:1 •\\\ LN-1M1' nn()Nl 1:10L W.•1.•orM rbrrl•..[mtl Dew. J R ❑ ApIit 29 2002 Masonite International Corporation 0w conlinu•rw wowam of p.00un en D•OYemenl —.,s SDK.1l 4lgns. Ots'gn alp D•o0ucl O1411 su0HC110 (lone, .4"M n01•et OXXO ' ' '' ' ' Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 0 a 129 Series 200 Series 12R. 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). I State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oakraff ARC EKr' r..l t,.•I,IreT e,s �. e`I Irt MI:I.��.� LNI � Ir rrlMl ra..ru.. E•w, Dew. P17EM V�nI..�I.. /rr. • p use � Apri129,2002 �O..e rpes.r Masonite International Corporation 0. r conl"program of product m0," mem makes swan morns. deugn aM prod.- delad SAIM to Change wonout nonce XX ' ' '' ' ' Glazed Inswing Unit r APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site - 6'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: oa 404 Series DID oa oa 822 Series 108 Series U Oakcraff AR EK'� ...1..,..n r....,r..t Elr-111L Nf.l..� A11: H1 I. \' UVVNS .'�°^'T..°"N re..p.. ('+.r �°°•. � April 29.2002 Masonite International Corporation OW (Onl�nv�.^� J.00��n Ot O�OOv(1-010.mem nWts S"Nitw-5. On.g...y O'OOvcl OnY1 Sv01tf1100N Qt r t A WKt XX ' ' ' ' ' ' Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer KurtBalthazor, P.E. — License Number 56533 Oak raft AR k EK" r om re r..e.w ra..P... [.w. Dee.. ian�� iMn�.✓/ ✓.o,. s April29.2002 Masonite International Corporation OW coM_.p Vogt, or po0ucr e"w"M M mAfj soecitKNb.s. oes.p. 3.0 woouct dew subma to c"e withow nonce XO or OX i • 11 .: 1 Glazed Inswing Unit I 81'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O c Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size - 6'0- x 8'0- Design Pressure +40.0/-40.0 umiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: as as 822 Series 1/2 GLASS: H El as 404 Series 108 Series U Oak raft AR k EK'� r..l.,..•I.I.D Nee.i�..—.A i.y..�.., Emr. Dorn ��A�r.II•/rr. GCA I1111'Nr:l.\\\ L.`+IN\''nn„N\ •+Ou. rD.e•, Ao11129 2002 Masonite International Corporation bv, (o"Imvmp D197W UI p,oduU —NIS SpttdgDlgD1. dt3roD>nU Mo... U(IeJ SuUIC(1 IJ 03.9, -Mw �JINe XO or OX r t a ; l Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: �3 a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" 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 conlorms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). k ** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraff AR k EW E.11�•:..I.l.•m 1'I0LNI:LAS\ LN-1 N1',I)lll)-'.S NyT••rna FgwEYsEwaOaw• �EM V1��r.�Ir/rr. •. )//.�w n Ow• r Dee•. VV VV VVVVVV April 29. 2002 Masonite International Corporation 0D, [Onlmy.7 Dl09ram o1 0100 (71 +OMO�MrTrt Inakt$1DW-CM—S, Ot11Dn a00 D'00DC1 Oela" sAICE110 COanpt wq 0 n0l-Ct. Ox0 t t . , t Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Single Door with 2 Sidelites Maximum unit size - 97 x 8'0- Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building Codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beed followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: oa 404 Series IMM 00 00 822 Series 108 Series U OO akcraff AR k EK'� •- a �G� r=1 ut:«nlnsY [nr«r uur.«. e.o,,.b.—rarry.. e...r Oee.. �EjN�(.J/.�✓.:... � Apfd29.2002 Masonite International Corporation ow COMMOMe program 01 WW.o Mtp, Wtn.Ml m %,S SOKOKa—S, Oe1�90 MO p,Odu0 deW SORC1 t0 Cha0ge -1how ,•ee Ox0 I Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 77 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak�raff AR EK" IAtll Mt:l AS] CN'rXl' UVOIt1 I�b+re�wlrirF"Ewr Deon PREMD09.,,✓l.r�n.. �i�rVVVV S .- Du• v Dee. April 29,2002 Masonite International Corporation OW toromoinp Dto"M of WDOUO +nWo,e.Mj makes SoeCdKt MM. orspn ane WoeuC1 EeUd SUDRO to CWQe waDout now OXX0 I Glazed Inswing Unit r 890" FIBERGLASS DOORS APPROVED ARRANGEMENT. 0 0 Double Door with 2 Sidelites Maximum unit size • 12'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed X0" x 8'0". 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 speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as 404 Series oa 00 822 Series 108 Series Oak raft AR k EK'. [•em •Y n rr..v.ca 1 `IUl:N6LA\1 LN[Ml001)9\ [bn74rM•[4u l.vl Dow• ��Mn��/yam. • � �s •+ Oe.•••Y Dee•• April 29.2002 Masonite International Corporation Ow [onrmw^e e••go. of otoews -Wovmtffl maces soewOKat Wns. eesgn me nxoOOtl Ott" suogf[t to C"t wnnow Mtrte. OXX0 I t t t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r 8t0 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,✓�X / aaf�� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Fj Oak raft; AR I EK'e f .a 1u...el, .•om NwwA.we<{M.{oD E••el Doer I/l Ll., C,/ �lA�..//_.�..n �J%e 11111"f:l•\1\I:N-1 "�'`II 11>M'i Apia 29.2002 ^ Masonite International Corporation 0., CW...N p,og,bT 01 DrpOUP •'•D•DVC10en1 Ti�f3 spN�lKilgni. OlSpe iM p000C1 lklail 500ICt110 09' " hw .0- XX Glazed Outswing Unit APPROVED ARRANGEMENT: 0 COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size • 6'0' x 61- Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specitk building design and geographic location is determined by ASCE 7-national. state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 1 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: D - [1 00 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' -this glass kit may also tie used in the following door style: Eyebrow 5-p3nel with scroll O aka raff ART EK - e • . �T , Prrni ,a.u<C:�'I "1' UnU". ra•...ie.wNre..pu 4wr Do... �C.,✓f��.�/.�:..• ❑ �� Apra29,2002 Masonite International Corporation 0.1 co-.n .•o o•oe,a„ r or o•od, _,o,.,,. maaei sDtprgalro�s. desgo 3" o,od.r wa., sounc, to Ewoe «nnour , o,- XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: no all 404 Series 410 Series 109 Series 114, 12Q 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31132" 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 OCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Ir Oakes ARTEW April2g 2002 - o.a Masonite International Corporation UW ConnnWnQ DrOQraT or Droow ano,o-vnMl nnak's'm"�NDns. dt Q1 and Drwd dfU�r s�DKfl to (nap<-�Inoyr n01q[ XX Glazed Outswing Unit APPROVED ARRANGEMENT: 5 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size - 67 x 8'0- Design Pressure +47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic $"!on I$ determined by ASCE 7-national. state or local building codes spedfy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n ao 404 Series as 822 Series 108 Series O akcraff AR k EK" ,.(1.,,..1,1.•T I:Ie LNCLANA L•NI NNDU(>NS —74.. rp-r—I—D= ryy�• � • Aprd29.2002 Masonite International Corporation 0. fO 1.-9 D,Og,.. OI p.00.a mp.OvtTMI m>Sti Spt(�I�C>Igni. Ofs.pn no p,.D.(1 o<li,� S.OK(110 (p>ne! w�IM.I Od-(f, Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xis Updated: 3/18/2002 PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 :; DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX002 1000 1 2 INSTALLATION INSTALLATION DETAIL WIN SCREWS HORZ. SLIDING FIN WINDOW FLEX0028 1000 3 INSTALLATION DETAIL W/#8 SEWS HORZ. SUDING FIN WINDOW XOX CONFIGURATION CR FLEX0029 1000 INDEX MASTER FILE NUMBER 2 �FLEX002 0 �1000 4 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX •,' 6 MASTER FILE NUMBER 3 JINsTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0016 11000,1600 8 2000 6 JINSTALLATION DETAIL W/#8 SCREWS FLEX0026 11000,1500 8 2000 INDEX 7 . MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018 1000 a 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 10001760 8 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0037 1000,1760 8 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX003 1000,1750 8 2000 INDEX 12 '. MASTER FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0021 600,1000 8 2000 13 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS FLEX0027 b00,1000 8 2000 INDEX, 14 . MASTER FILE NUMBER 8 IFIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN FRESSURE.CAPACITIES 1HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 48 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 11500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 / 1500 21 VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES j1VMFLG 1100011500 22 IFLANGE FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG 1000 / 1500 INDEX 23 ' MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IG FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES ZHMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLO 12000 Pape 1 of t masmastem-XIS TEST REPORTS Q ALITY WINDOWS BY FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE I DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW 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. BOAMST CONCRETE OR MASONRY OPENING BY OTHERS w By WOOD BUCK 9Y OTHERS CAULK BETVEEN VINDOV FLANGE ► 100.1 BUCK STUCCO J BY OTHERS P£RIHETCR CAULK BY OTHERS GLASS (TYP.). (SEE NOTES) VINDOV HEIGHT PERIMETER CALILK — Br OTHERS V CAULK BETVEEN VINDOV FLANGE ► PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APROVED EOL. CNE BY VOOD CONCRETE OR MASO(RY OPENING BUCK BY OTHERS iY OTHERS CAULK BETVEEN VOOD BUCK ► MAS'Y. OPENING BUCK VIDTM 1•I/•• Mira j E.K: KMT By OTHERS SHIM AS REO'D. D INSTALLATION ANCHOR FLANGE TYPE 1/4. l"X 3/16' OIA. TAPCON vlNpOv FRAME (SEE NOTES) SHOVN 4S£E NOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA, TAPCON SmOvN (SEE NOTE 9) 4 ,♦ 1 D 1-1/4• MIN. C EMBEDMENT GLASS (TYP.) (SEE NOTES) I O CAULK BETVEEN / VINDOV FLANGE J ► VOOD BUCK PERIMETER SHIN AS REDID. CAULK 1/4• MAX. BY OTHERS cSEE NOTES) VINDOv wIDTM I FLANGE TYPE STUCCO VINDOV FRAME By OTMEKS CAULK BETVEEN MEADER WOOD BUCK t SECTION B—B MAS'Y.OPENING BY OTHERS BUCK HEIGMT FG WINDOW HGT. I K. FLANGE TYPE VINDOv FRAME SILL 0 WINDGW WTH. ELEVATION VIEWED FROM EXTERIOR G I SAL STOOHERS A A O• A _Ya V by OTHERS 1' Y i" PRECAST SAL S�-'9 _ �C_A. 8y OTHERS � Y �►11�j+1Y SECTION A -A Cep ., F 2 12002 it it TAPCON LOCATION CHART CALL TIP .n At: NS Ik +4EA' LOCATIONS IN JA}A UP TO 0 J IV U rsr SIZE TIP 50 ,$. TO -C.DY 70 022 74 x 26 C. U IJ D23 74 z 38 3/8 C.D =.C.D.E IJ.K,L I;J.K,L 024 7• x SO 5/8 C.D o =,D.E I.J.K,L 1/4 X do L �.:.Y._ IJ. ,L 033 106 1/- X 38 3/8 I B.C.C.-- I,J.K,L ♦ 7 1 /4 % • B.0 C.E 1 • .C.C'.E.F I.J.K,L G .M I J.K. T22 III x O " :.- IJ T23 III x 38 3/8 B.t t A.i.C.D.Ef IJ.K.L IJA L T 4 III x B.C.G r A3,C,D �.i IJ.KA I J K L M2 .. .. a... .L J. A. IJ.K.L M3 120 x 38 3/8 8.C.C.E : �. A.?'.O :,F twi 1 IJ.K,I s 1 z A.B.C.0 .• A.'-;CA,E % 0J'11JJI : I J K 6020 72 K 24 L = IJ 6030 72 % 36 C.D '.C.D = IJ 1 U.K.L 9040 72 X 4 C B.C.O.E I.J.K.L I I,J.K,L 7020 e4 x 24 � 1 7030 84 x 36 B.C.E.E c.C.O.E I IJ.K,L I.J.K,L 704C A. X 0 B.C..^, E ? C.O.E IJ.K,L IJJ(.L 96 x 24 .: z.v1.1,11L . . $030 96 x 36 B.C.0 B.C.O: 1J,K.i IJ.K.I 4 4 .0 , S.C., +.S.C.DE.F 1J:K '- t M I J K 2020 108 % 24 U.K,L 4030 103 % 36 B.C.E.- 9,C.O.E IJJ(.L I,J.K.L GC.- A.B.C.D.E.F 1 K 10020 120 x 24 .� _...a IJ U.K,I 10030 120 % 36 B.C.S E I A.E.C.D.s.F IJ.K,L IJ.K,L ID040 120 % 48 H.C.C.: T,?_C,D._.F I,J,K,L I,J.KA NOTES" 1) SHIM AS REO'0. AT EACH &NSTA_LATgN ANCHOR. MAX. A.LOWASLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MAT£RiA-: ALUMINUM A-LOY 6063. 3) TAPCON K+STALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE MIN. EMSEDMENT'OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZEO ACRr_1C CAULK BEHIND WINDOW F�xNGE AT MEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADMESNE CAULK OR A.PRO(rD EOuA:_ H 3) uSE SK)CONIZED ACRrL:_ CAVLK FOR PERIMETER SEAL AROUND EXTERIOR —T OF WINDOW FLANGE. 6) OF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OLMNTiFy _LISTED WITH NEXT VROER SIZE. FOR Tr.E APPROPRIATE DESIGN PRESSURE REO;D. j B 7) GLASS THICKNESS MAY vARY PER THE REOUIREMEN-S OF ASTM E1300 CLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCGN LOCATION CaART INOICATE WHERE TAPCON ANCHORS ARE TO BE INSTAL: D WHEN US NG THE ExTE:RIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED TOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W!'n (8 5:REwS OF SUFFICIENT LTH, TO PROVIDE MIN. S/B IN. EMSEDv7'.T INT, WOOD BUCK, 10) APPUCATION OF VULKEV 1IE A.+ESIV- CAULK AT -LAME SILL MUST COMPLY WITH SEALANT MANI,FACTuPrVS RECOMMENDATIONS. 11) WHERE WINDOW IS INSTALLED IN MASCNRY OPENING WITH A STRVCTJAL TWO BY BUCK, USE 1*0 SCF.E'NS OF SUFFICIENT NGTH TO ACHIEVE 1-3/9 MIN. EMBEDMENT AT AFL INSTALLATION FASTENER LOCATIONS. SHEATHING CALLK 9ETv1ZM By CTMERS VINDCv FIN a SHEAT)tMG INSTALLATION AMCMOR Be SCREW STUCCO OR SICING BY OTHERS PERIMETER CAULK BY OTHERS ,;.ZING (IYP.) (SEE NOTE 7) VINDOv HEIGHT PERIMETER CAULK BY OTHERS MIN TWO BY WOOD DHEMTr_ /_ BY OTHERS INSTALLATION II ANCHOR s8 SCREW STUCCO OR SIDING of OTHERS CAULK BETWEEN WINDOW FIN �J I.p(IN / SHEATHING SHEATHING BY OTHERS EMBEDMENT SECTION A -A 1/4' MAX. SHIM SPACE SHIM AS AEG'0. (SEE NOTES FIN TYPE VINDOW FRAME NFA)xR WINDOW HEIGHT WINDOW V107H _, z4' aC. IIMAX. (TYP.) EQUALLY SPACE ANCHORS p1 (TYP.) u � l —WINDOW VIDTM TWO BY WOOD BY OTHERS SHIN AS (SEE NOTES) 1/!' MAX SH?M SPAt- CAULK BEtVEEN /—I INDOV FIN I t SHEATHING GLAZING (TYPO _/ (SEE NOTE 7) PERTrf7ER J. CE7ER BY ETHERS •HEAT/(IHG Br OTI� RS FIN TYPE WINDOW FRAME JAMB STUCCO OR SIDING BY INSTALLATION OTHERS ANCHOR Be SCREV SECTION B-B 1' MIN. EMBED- NT _f F]N TYPE zA O.C. ItrYPJ MAX. (TYPO VINDOV FRAME 6' MAX. (TYP.) SILL ELEVATION vlEw EXTERIOR MARBLE SILL STOOL BY OTHERS 7.S/1T/��♦mow _ : �.ir.:. T •�.:�fJi A'. ''"'`J'a tlQi'S' 1) SHIM AS RfOD. ADJACENT TO EACH INSTA;t(TIGN ANCHCP. MAX. ALLOWQLE SHIN STACK TO tiA Ti V+ �'ia d 6Jrr�.o • LIKE : BE 1/R'. 2) W1NDOw FR.WE MATERIAL- ALuuwuN ALLOT 6063. Ex7RuDcR 3) INSTALLATION ANCHOR MUST BE OF SUFFIC:EMT LTH. TO A=HIErE MIN. EuBEDuENT OF 1' jF,(oRj04 -. INTO WOOD FRAME MEMBER. /__-. A) USE S+UCONTZED ACRYLIC CAULX BEHIND WINDOW F;N A: NEAR. SILL & JA►IBS. S) USE SKXGuZED ACRYLIC CAULK FOR PER:METER SEAL sROUND EXTERIOR OF WINDOW FRAME. 1/4• SHIN — ----- 6) GLASS THICKNESS MAY VARY PER THE RE4JIREVENTS CC ASTM E1300 GLASS CMARTS.. SPACE \ MAIL 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROM CORNERS AND Mu. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, w'H ANCHOR SPACING AS STAT_D,IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TO 73' X 71' wu. SHIM AS REO'D. (SEE ►4`"`• vivo BY WOOD BY OTHERS 1RC/AR6B Bf• i1NpULl ( APILI'.ATIOI [NWKCRIMG, iHG.. ZJO InitKiw�lWll PnvT., iYllt riB, iB.+-ypV, iL.T.i7• �Z/b PivR ••/ wa B�o� •+w •.� air+-++ S SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIM L SHEATHING INSTALLATION ANCHOR 88 SCREW I STUCCO OR .SIDING OTHERS 1 PERIMETER / I CAULK. BY OTHERS ..GLAZING cTTP.) ,SEE NOTE 7)� WINDOW MEIGMT PCRIMCTER CAULK — BY OTMCRS INSTALLATION ANCHOR r8 SCREW STUCCO OR SIDING By OTHERS CAULK BETWEEN WINDOW FIN E VICATM(NG TWO BY WOOD 1/4, MAX CAULc BETWEEN WINDOW WIDTH WINDOW FIN 1• MIN. ..- BT OTHERS SHIM SPACE L SHE►THING iEnSEA+ENT Iva BY WOOD BT OTHERS I SHIM AS REO'D. (SEE NOTES) 1/4• MAX. SHIM SPACE I 1' MIN. EMBEDMENT SHIM AS REO•D FIN TYPE (SEE NOTES) WINDOW FRAME a HEADER GLAZING (TYPJ SHEATHING tSEE NOTE 7) BY OTHERS wINDDW VIDTH pER:METER 24, DC. FIN TTPE WINDOW CAULK INSTALLATION MAX. FRAME JAMS BT OTHERS ANCHOR •8 SCREW �I (TTPJ T A s1nl� er OTHERS —� SECTION B—B WINDOW EOUALLT SPACE FIN TYPE HEIGHT / / / ANCHORS (TYP.) T , J WINDOW FRAME B I SILL C--jL NltT7%, 1) SKIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MARBLE SILL A S' MAX. MAX. ALLOWABLE SKIM STACK TO BE 1/A'. STOOL BY 24. O.C. (TIP.) 2) wIN00w FRAME MATERIAL: ALUMINUM ALLOY 6061 OTHERS MAX. (TYP.) 3) INSTALLATION ANCHORN JL MUST BE OF SUFFICIENT I . TO 6. MAX.tTTPJ A01KA MIN. EMBCDMENT OF I- INTO w0o0 FRAME MEMBER. A) USE SILICONIZED ACRY',IC CAULK BEK94D WINDOW FIN AT MEAD. SILL k JAMBS. ZFD ^Rn K CAULK FOR PERIMETER SEAL AROUND 1/4' MAX. SHIM SPACE ISHIM AS REO'D. I cSEE NOTES) J++ I -MIN SHEATHING EM9EDMENT Tv0 BY WOOD BY OTHERS BY OTHERS SECTION A —A VAT10N _) USE 5--1 _ EXTERIOR OF WINDOW FRAME. WIEW R M X RIOR 6) GLASS THICKNESS MAY VAaY PER TKE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. f fir,,^^ A i f� J 7) INSTALL INSTALL410N fATENERS A7 6' MAX. FROM CGR.VERS a—� . :s>r.► � "��•ar• AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS R1TH ANCpDR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILAM SIZES UP TO 119" X 49 5/8' MAX. rGoR�D EXfRuD�Rs REV DESCRIPTION DATE INI FLORIDA EXTRUDERSINTERNATIONAL. . RIDA TITLE: INSTALLATION DETAf.L W/ R8 SCREWS HORZ. SLIDING FIN VINDOV XOX CONFIGURATION- SERIES 1000 DRAWN BY: BB I APPROVED BY: 1 DATE:12/17/01 SCALE:N. T. S. DWG.: FLEX0029 ►RCRARLD If RRODM(7 , AAP ICATIDN CNGIMCCR{MG. 1W. rA INTCRwTWNAL PKVY- S::ITE 2U. M(ATMR'JW. •_CRIDA S27Ai PMDNE A0T !OS-0)iS f►A �07 !::-0146 ONE BY WOOD CONCRETE OR TAPCON LOCATION CHAR CONCRETE OR CAUL" BETVEEN WOOD INSTALLATION ANCHOR BUCK 21 CTHERS MASONRY OPENING LOCATIONS IN HEADOCATIONS IN JAMB MASONRY QPEN/NG HOCK L MA$'Y. OPENING 3/IS- DIP. TAPCON HT QTHER$ CALL TIP TO py OaSr �O>4 PY J Psr OrJ BY OTHERS By OTHERS H v. 1-v.• Mua TO TO TO TO I TO TO r WOOD (BUCK WIDTH)I E"uXNcMr SIZE TIP ONE B 1/4- SHIM r 7^. r Aa o r 7 BUCK BY OTHERS SPACE MAX. I tN2 26 1/2 X 26 C c C G.n ON G n 1-1/4' MIN. FLANGE TYPE 1.3 26 1/2 X 36 3/8 C C C G,H G M G.H CAULK BETWEEN EMBEDMENT WINDOW FRAME SHIM AS REO'D. I 1.4 25 +/2 x SO 5/e C C C G.H G.. G � w WINDOW BETWEEN LANGE G JAMB (SEE NOTES) I IJI IM45 26 1/2 X 56 1/• C C C G.M G.N G M.I,J L WOOD B IN5 26 1/2 X 63 C C C G." G.n.w G.Hu IN$'. PLLPi1ON ANC"OP. INS 261/2 x 72 C C C G.H G.HJ.J 'G H.I., 3/16, DIA. TAPCON 0 1 1/4' SHIM 23 37 x 38 3/6 C C C G.H G G.M SPACE MAX-71 RIGID VINYL 24 37 % 50 5/e C C ( C G.H G.HJ.J G -JJ � ^4S 37 z 56 1/4 C C C G.n G."J.J Gr.'.J GLAZING BEAD 25 37 1 63 C C C G.M c r1J.J G -J.J 0 ASS ttTP.) 26 37 X 72 C C C G! ,I.J G.".1.J EF.G.MJ.J (SEE HOtEi) I a X 3 ^ ."J �1 p 33 s3Y+/e x sH 5/8 C B.c e.c G!+ .H) G,.0 Il I 34 ss t/B X se s/e c e.c =.c c.H c.HJ., G �J.J STUCCO 3.5 53 1/B x 56 t/. C B.0 '.0 G.M.0 G.MJ,J E.F..^..J•, HY OTHERS 35 $3 t/e x 63 C B.c 8.c G.H.LJ G."J.i E.F.G.H.I,J SHIM AS REO'D. 6 3 t/ x 7 C B.0 B.0 G.H,B,J E.F,G.MJ., EF.G.m.0 P£RICETTEEK (SEE NOTES) CAULK BETWEEN 023 74 x 38 3/8 B.0 B.0 I A.3.C.0 G,H G.HJ.J Gn;.J BY OTHERS B.H. WINDOW FLANGE D24 74 x 50 5/e B.0 e.c-A.B.C.D G.".LJ G."J., EF.G.",LJ W.M. (BUCK a WOOD BUCK o D245 74 x S6 t/• B.0 B.0 A.?.C.0 G.MJJ L.F,G.".I,J EF.G nJ,J (WINDOW FLANGE TYPE HEIGHT) D25 74 x 83 8C e.c A.B.C.D G.",I,J E.F,C.",I,, E.F:;,,+J.J• "EIGHT) WINDOW FRAME , 7s x 72 B.: 8.c I A,B!:.D G N,LJ E.F.G.M,I.J EF.c.H,u- HEADER PERIMETER GLASS (TYP.) CAULK STLIC£0 20M20M 4 x s ME NOTES) By OTHERS Br OTHERS .2OM30M 24 X 36 C C C G," G.H G. 20M40M 24 X 4B c C C G." G." G." V.V. 20M46M 24 X 54 c C C G," G." G.H,LJ (vINDOv WIDTH) CAULK BETWEEN 20WWM 24 x 60 C C C GM G.M G!1,I,J VOC: BUCK L 'M M 4 X 7 C C C G.H G.M I,J •"1J SECTION B-B HAS';. OPENING 30M2DM 36 x 24 C C L G,M G. G'n r By OTHCRS 3OU30M 36 x 36 C C C G,H G.H Gm RIGID VINYL NO-5. 3OM40M 3' X 4$ C C C G." G."!.J LAZING HEAD 1) SHIM AS REO'D. AT EACH INSTALLATION A.'4:NOR. MA%. ALLOWABLE 3OU46M 36 x 54 C C C GmG.HJ., G.H.I.J GLAZING AZI SHIM STACK TO BE 1/4•, 3DW50M 36 X 60 C C C G.M C.Mi.i C.H.I.J 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3OM60M 36 x 72 C C C G.HJ., c."J., E.F,G.n.I.J 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. 70 ACHIEVE MIN. M �. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4OW30M 48 x 36 C C B,C G," G.M G.",I,J CAULK WINDOW FRAME 4) USE SILICOwZED ACRYLIC CAULK BEHIND WINDOW FLAME AT MEAD & 40Ms0M A$ X 54 C c B.0 G.M G,"JJ G."15 By OtHERS SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 40046M 48 X 54 C C 3.0 G,H G.",1J G,(!.J 116 ADHESIVE CAULK OR APPROVED EOuAL. 4W50M 48 X 60 C C B.0 G.".LJ G,M,LJ EF.G.HJ.J 5) USE SILK OwZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 4OM60M 48 x 72 C C B.0 G.HJ.J E.F G." I.J F H I EXTERIOR OF WINDOW FLANGE. 4 M e.c H ,n " 6) IF EXACT wINQDw SIZE IS NOT LISTED IN ANCHOR CHART. use 46MSOM 54 x 36 C SIXB.0 B.0 0 C.N G."ja C ANCHOR OUANTITY LISTED wn" NEXT LARGER SIZE. FOP. THE .46M40M 54 X 48 C e.0 B.0 .p G.NJ.J G,"J.J APPROPRIATE DESIGN PRESSURE REO'D. 46M46M 54 x S4 C B•c ^o,C G,"J.J G.HJ.J E.F,G,",I,J F 46MSOM 54 x 60 C B.C. B.0 G.HJ,J G,"J,J E,F,G."J,J 7) GLASS THICKNESS MAY VARY PER THE REOOREMENTS OF ASTM E1300 4 u Sax 7 C :.0 HI s H1 F CAULK BETWEEN a V GLASS CARTS. .OM20M x 4 G." G,( G,n CAULK FLANGE 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE SCM30M 60 X 36 C is B.c G." GJt GJiJ.J t PRECAST SILL 1 G WHERE TAPCON ANCHORS ARE TO BE INSTALLED w"EN USING THE 5pM4pM 60 X 48 C B.0 8.0 G." C."J.J G.".LJ W/VULKEM 116 PRECAST SILL J CECTION AAA f%1fRlC4( ELEVATION A$ A KEY. $OM 6M 6C x S4 G e.c 0.0 G,M.,I,J G."J.J EF.G.HJJ J 9) ALL FACTORY APPLIED HOLES NOT DE%NATED FOR TA:CON ANCHOR SOMSOM 6O X 80 C SIX 8.0 G."!,J G-MJ.J E.F.G.n.t, ADHESIVE CAULK BY OTHERS SHOULD BE FILLED WITH J8 SCREWS OF SUFFICIENT LT". TO PROVIDE jDM6OM 60 x 72 C B.0 2.0 G.HJ.J . EF,G."!.J f,F.c +!,J OR APROvED EDL. MIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK. M 6a,3.0 G." G,H G. 6 56M30M 66 X 36 B._ B.0 HJ.J W.W. IC) APPLICATION OF WLKfM 116 ADHESIVE CAULK AT FAME ALL MUST S6wOM 66 % b o= B.0 A3.C.0 G.n G."JJ G.H!,, ACOMPLY WITH SEALANT MANUFACTUP.EP.•S P.ECOMMENCAT:ONS. 5W46M 66 x 54 B.0 B.0 A.3.C.: G.H I J G.MJ.J E.F•G.n.1•J "� t1) ONE ADDITIONAL FIELD DP.ILLED h INSTATED ANC"OF IS REO.O. IN 56M50M 66 X 60 E.0 8.0 A.B.C.: G.rt.1,J E.F.G,n,LJ E.F,G!.J., A B `+ D EACH JAMB ON THE FOLLOWING 92E5: '025• (73 7 62). -026" 56M60M 66 x 72 BC B.0 !?.C.= G.HJ.J E.F.G!+J.J EF.G.".LJ• (73 x, 71). ^56M6OM--(65 X 71). @-6DMBOM- (71 .X71). PLACE M- M 72 x 36 B.0 B..0 A.B.C.. G." G." Gm.0 ANCHOR BETWEEN ANCHORS •C AND 1 AND BETWEEN ANCHORS •N 6OM:0M 72 x As 2.0 QC �?.C, G.G." G.HJ,J GMJ.J AND J• OVER SS PSS ONLY. 6GW46M 72 x 54 B C B.' A.-.C. G.M!.J F.G^I E.F.O.H.LJ _ 12) WHERE w1HQOw IS INSTALLED IN w50NR�' OPENR+G VnT" A STRUCTVAL �SOM 72 X 6C a C 8,r A.?.C.: G.HJ., E.F.G,(.I., E.F.S. t.I.J F TWO BY WOOD BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO 72 x 72 !.0 B.0 A.:.C.: C.H I.J E.F,G!+.I.J : ^ n I r W.H.r— ACmOol 1-3/8- MIN. EMBEDMENT AT ALL /4STALLATKh+ FASTENER •ADDITIONAL AN�4GR$ RE-'D. S E NOTE 11 G LOCATIONS. ON SIZES NOTED IN NOTE !tt ADD A a10 SCREW 1 H' ANCHOR 70 EACH JAMB FOR NOTED DESIGN PRESSURES. INTERNATIONAL. INC e e cc�i,�i�A,4 T FLORIDA EXTRli DERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL Wi TAPCONS I I M A CrMW jib .! HORZ. SLIDING FLANG= WINDOW' — SEPIES 1000 A ELEVATION �TE33 FIr.� � D RAWN By. BB � APPP.OVED BY: VIEWED FROM EXTERIOR — -- ( -fj' z, , }v}7 DATE: 10/23/01 SCALE: NITS DEG.: l= LEX0020 • PREPARE: yr. PROhrl L APPLICATION C`4INCEN;N6. INC. Z50 I"iCRNA•1^ PXVY., :U:TC 250. KA+-a]v. F:C::DA 327.6 PHONE •:7 BOS'03b5 F44 �:7 205-03:E A ONE B7 WOOD BUCK BY OTHERS CAULK BETVEEM W114CLV FLANGE - L vOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZiI, DEAD (TYP.) CAULK DETVCEN CONCRETE OR WOOD SUCK 6 fASONRY OPENING MASHY. OPENING By OTMEPS BY OTHERS +r 1-1/4' MIN e �(t 4 EMBEDMENT r I INSTALLATION ANCHOR .3/;6' DU. TAPCON $MIN AS REO'D.. 114' MAX. (SEE NOTES) FLANGE TYPE VINDOV FRAME MEADER GLASS h _ /� (TYP.) (SEE NOTES) B.V. MIN (BUCK WIDTH) CM3EDNENT INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA TAPCON D ,�• 1-!/•' BUCK BY OTHERS —� SHIM AS REO'D. 1 RIGID v;NYL !/4• MAX. ! p GLAZING BEAD (Su MOTES) (TYP.) GLASS (TYP.MSEE NOTES) IY Al O 1 B FLATYPE —� WINDOWW fTAHE JAMB CAULK BETWEEN v VINDOV flANfiE PERIMETER L WOOD BUCK CAULK BY CTME" V.V. (VINDOW WIDTH) -LIU— BA (BUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL V/ VULKEM 116 ADHESIVE SECTION B-B CAULK, OR APRvD. EOL. FLANGE TYPE PERIMETER WINDOW FRAME CAULK SILL BY OTHERS CAULK BETWEEN VOGD BUCK L MASHY. OPENING 8Y OTHERS CONCRETE OR MASONRY OPENING BY OTHERS W.W. 'CAI PRECAST SILL BY OTHERS 9 O FA AI SECTION A-Aqj , 1) S�om AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D E SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. T"B —�3) INSTALLATION ANCHOR )OUST BE Of SUFFOENT LTH. TO ACH041MRL EMKOMENT OF 1-1/4- INTO MASONRY OR CONCRETE. , rJA4)USE SVCON ZED ACRYLIC CAULK BEHIND WINDOW' FIANCE AT HEAD O6: MBS.SLL MUST BEATTACHED TO THE SUBSTRA'E WITH J K B CT;T VULKEM tt6 ADHESIVE CAULK OR APPRMD EQUAL 'a 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. f G AE . EXTERIOR OF WV400W FLANGE. 6) IF EXACT W04DOW SIZE IS MOT LISTED IN ANCHOR CHART. USE y ANCHOR OLPIMTY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPR14TE DESIGN PRESSURE REO'D. 4 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS DIG7E H B) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART IN i tC WHIMTAPCON ANCHORS ARE TO BE WMEN USING THE L_ �-+/ 0� TION AS A KEY. 91FACTORY �ExTMOR PLIED HOLES NOT DESIGNATED FOR TAPCON ' c. ANCHOR-SHOULO BE. FILLED WITH !6 SCREWS Of SLW,-*ENT ROWDLTH. A TO PE MIN. 5/8 IN�A . EMBEDMENT INTO WOOD . 10) FLORIDAINTA EXTRUDERS TOOT SERIES 9MGX HUNG IS SHOWN, THIS ELEVATION PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS Ij00 AND 2000 SERIES SINGLE "UNGS. 11) WHERE wNDOW IS INSTALLED IN MASONRY OPENING WITH A STfta AL. TWO BY WOOD 9UCI(. USE /10 SCREWS OF VIEWED FROM EXTERIOR SISFi oa LENGTH TO ACMIEvE 1-3/8" MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30.1 TO syy atw TO 70PSF 30»sr TO 40PSF 4:+sW TO 70.V SIZE SIZE 12 Is 1/3 K 25 B B F.G F.G 13 1e 1/5 x. 37 3/8 B B F.G ►.G la is 1/S X 49 S/$ B B F.G FA 145 Ill1/8 X 55 1/4 B B ►.G F.G 15 16 1/31 62 B B F.G /.0 16 18 1/9 X 71 B B F.G f,G!1J 17 1 f : 33 FG FC JK lH2 25 1/2 1 25 B BFIG F.r 1H1 25 1/2 X 37 3/$ B B f,c i,G 1H4 25 1/2 X .S 5/e B B F.0 F.C.N) tn45 25 1/2X 55 1/4 B B F.T f.CJU INS 25 1/2 3 V. B B FA F.G.HJ 1M6 25 1/2 X 71 B B FA F.G,HJ 1.7 25 1/2 X 93. D B F.CJ.K F.OJ.4 30 1/2 . 26 i9 IS B B F.0 FRG 30 1/2 . 38 3/6 29 1/2 X 31 3/3 6/8 B B - FA F,G:HJ 30 1/2 . 50 3/5 29 1/2 X 49 1/4 e B FA F.CJ•J 30 1/2 . 56 1/• 29 1/2 X 55 1/2 x 62 B B F.G F,G m I 30 t/2 . 63 30 1/2 . 72 29 29 1/2 X 71. B B F.GJU F.G.H) 30 -1 H 29 1/2 X 83 B B F.GJ.K F.GJ,K dle 23 36 x 25 K X 37. us B d D r•V F.G F.G 24 .9 5 36 X /4 8 B B B F.G F.G F.G.H) F.GJ+.J 245 36 X ss //. 36 F.G.0 f.GJ'J 26 X u ' B e F.G,H.I D.E.F.G,•.1 7 36 X 83 B D F.CJ.K F.GjM IJ.t 4 A 41 x25 B B F.G F.WU 42 . 3e 3/8 41 1 31 3/e B B FRG f.c.MJ .2 . 50 5/e 41 X .9 6/11 55 1/4 B B FJ..MJ F.O.M.1 42 . Sa 1/4 42 , 63 41 1 •1 X 62 B B F,GJU D.E.F.cJ•J a2 a 72 .1 1 71 B B F,GmJ D.Ei.GrJ 42 414 41 X 83 F G .K Fi2;! 48 . 26 47 x 25 B A.0 A.0 FA F.G F.GJU •8 . >0 3/3 .7 X A 3/8 5/3 B A.0 F'G F.CYJ .6 . 50 Us 47 X .9 417 X 55 1/4 B A.0 F.C.MJ F.C.m.; 48 . 56 1/• 48 4 63 47 X 62 B ARC F.C.HJ O.EfF �J 48 72 47 X 71 B A.0 F.GAJ D.Ef.yri1 . 47 X $3 F K 32 52 1/5 1 25 B A.0 F.¢ F.G F.G. , 33 34 s2 1/8 x 37 3/6 52 1/8 X.91/6 B D A.0 A.. `G J F.C.I+.) 345 52 x 8 A.0 F.CJHJ F.G.H.I 01uomj D.EJ.C."i 35 36 2 3 11 2 52 1/e X 71 52 its 183 B 8 A.0 ARC ►.GJ.K D.F.".9,1 . 37 SI 1/e X es 8 AC F.GJ.K O,E.f,CJ,KJ,K PREPARED IN: PROOUCT A APPUCA:K)N I 37 SIZE 1407 AVAILABLE IN 1000 OR 15T0 SERIES. FLORIDA EXTRUDERS INTERNATIONAL. , RIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 , 1500 L 2000 DRAWN BY. BB APPROVED BY: >• DATE:10/09/01 1SCA1.E: NTS DWG.: FLEX0016 H;;,NUR11,G. INC.. 250 XITERIIAT414AL P Y.. Su7E 250. HEATW OW, rLORIO• 32746 PHOME 407 $05-0365 fu 407 sCS-0366 k7 CAULK BEi WEEN SHEATHING WINDOW FIN t BY OTHERS SHEATHING INSTALLATION A!NC.HOR 09 WCOD SCREW STUCCO 8Y OTHERS VINDOV )EIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS _ 1' MIN. EMBEDMENT TWO By WOOD r By OTHCRS SHIM AS REO'D. (SEE NOTES) 114- MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) cSEE NOTES) FIN TYPE WINDOW FRAME SIWARBLE SILL — STOOL BY OTHERS - WINDCW WIDTH SHIM AS REO'D. — (SEE NOTES) NAW GLAZING (TYP.) ,L " C`R (SEE NOTES) r IV I V.DTH I A 1 71 24' O.C. MAK (TYP.) £DUALLY SPACE WINDOW - ANCHORS (TYP.) I HEIGHT l A J JL,6- MAX. (TYP.) ELEVAT10N v1EwED FROM EXTERIOR FIN TYPE WINDOW FRAME JAMB PERIMETER CA LK BY C*KAS 114* MAX SHIM SPACE TWO 8Y WAD STUD BY OTHERS 1 I' M)N \yT)1 EnBEDM.ENT SHEATHINGS BY OTHERS li CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR IB WOOD SCREW STUCCO By GTNERS SECTION B—B NOTES, 1) SKIM AS REO'D. Al' EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO 6E 1/4-. 2) WINDOWFRAME MATERIAL: ALUMINUM ALLOY 6063::- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD DUCK. A) USE SILICONIZED ACRYLIC CAULK BEHIND WINOCW FIN AT MEAD. SILL !I JAM--S. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WWEOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN. ANCHOR CMART, USE ANCHOR OUANT.ITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIFEMENTS OF ASTM 113W GLASS CHARTS. 6) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE FLORIDA EMDERS 1500 AND 2000 SERIES SWCa HUNG WINDOWS. 1 r INSTALLA?iBN ANCHOR tv0 BY WOOD 18 WOOD SCREW BY OTHERS STUCCO - BY OTHERS - •;`. ".: — REVI DESCRIPTION DATE INI FLORIDA EXTRUDER. INTERNATIONAL. INC CAULK-BETVEEN SANFORD. FLORIDA WINDOW FIN SHEATHING 6 SHEATHING BY OTHERS I -MIN. TITLE: INSTALLATI_N :_TAIL N/e9 SCREWS SECTION A —A EMBEDMENT SINO_E HUNG FIN WINDOW — SERi=S 1000, 1500, a 20oo )� _ f.1.�T �•.t' DRAWN BY: BB APPROVED BY: �L... DATE.12/ 13/01 )..GALE: N. T S IDWG..FLEX0026 StRT t OF 2 �- .✓ro.✓. I✓ )411 WTFlw�Tttf,u Pry 4Att )M ..a i f. roll VTR[ P-L-E .07 BOS-aus 'FAX •67 mcs-n" 7 MASONRY �EOR OPENING BY OTHERS OK BT VOOD BUCK BY OTHERS CAULK SETVEEN WINDOW FLANCX- VOCO h1C STUCCO B Y OTHERS PERIMETER CAULK BT OTHERS (TYP'NOTES) vx WINDOW ,EIGHT) PERIMETER CALLK BY OTHERS a CAULK BETVCCN WINDOW FLANGE t PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APRV'D. EOL. INSTALLATION ANCMSI r 3/16' DIA, tAPCON /CAULK BETVE£N vGOD BUCK t nAi'r. OPENING BY OTHERS GLASS (TIP:) 1-I/4' MIN. (SEE NOTES) O EM3EDWNT yllo SMIN AS REO'D. I/.• MAX. cSEE NOTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL GLAZING BEAD Bx / �— ' (BUCK / t HEIGHT) B B RIDGED VINYL W.H. GLAZING BEAD A24' 0.C. TMAX, (TIP.) FLANGE TYPE WINDOW FRAME MAX. (TIP.) a a PRECAST SILL BY OTHERS SECTION A —A A —g' ELEVATION VIEWED FROM EXTERIOR H. V (BUCK VIDTH) SHIM AS REO'D. 1/.' MAX. (SEE NOTES) RIDGED VINYL GLAZINGDEAD -v.• •:N. CONCRETE OR CN6E bCNf MASoNRr GPENING 3r Ordz; D INSTALLATION ANCHOR 3/16' Cia. TAPCOn v O WE 8r WOOD BUCK BY OTHERS v FLANGE TYPE p WINDOW FRAME CAULK iETvEEn pERi"cTER VfnDOV FLANGE CAL t WOOD BUCK BY CT.,CRY CAULK BETWEEN VOOD BUCK t V.V. r(uS't. OPCHING �--�—�— KvINDOV ViDTHo + iY OTHERS STUCCO IT OTHERS SECTION B—B 1a ) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. OTES MAX. ALLOWABLE Shim STACK TO BE 1/• : 2) wIN00W FRANC MATERIAL: µVMINUM ALLOY 6063. 3) 3/16. Oul� TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LIM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. VrjjDOW FLANCE AT HEAD_ ATqs. SILL TACUSE HED ILI TONIZ D SUBSTRATE � LKERM�116 ADHESIVE CAULIK OR APPROVED EOUAL.MUST BE S) USE SILICWaZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT VANDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT URGER SIZE. FOR THE APPRC+PRUTE DES:GN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOINREMENTS OF ASTM E1300 CUSS CHARTS. B) wHERE SPACR+G BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. is SCREWS'OF SUFFICIENT LTH. TO PROVIDE MIN. S/H IN. EMBEDMENT INTO wOOD SUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRURI`,.RS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WADOWS. - -- 10) SEE BACK OF THIS SHT. FOR R+STL'N ANCHOR REOUIREMENTS. 11) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY mTM SEALANT MANUFACTURERS RECOMMENDATIONS. 12) wHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUµ Two BY WOOD BUCK, USE /10 SCREwS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT. 13) wINOOW OMITS CAN BE M:r LED TO OTHEP UNITS USING ALUMINUM TUBE MULLION SEE MVLUON INSTALLATION SME£TS FOR REOVIREMENTS. INTERNATIONAL. INC. FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION D=TAIL W/ ONE BY BUCK FIXED FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: BB APPROVED BY: 1 nn q 2 ZWL DATE: t0�22i0t SCALE: NITS DWG.: FLEXOOIS SF+EET ! 0: 2 MEIARED ...., So aaOmAMINAL IKwY, SOM ZSO. wEtp (0N, /LONOA 327.6 PHONE 407 NS-0365 FAA '07 WS-'306 BY:'Mo1CDw0LOGr CORPC02 SHEATHING BY OTHERS CAULK BETWEEN VINDOW FIN 6 SHEATHING INSTALLATION ANCHOR 68 SCREW EXTERIOR FINISH IT OTHERS —\ II PERIMETER / CAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR -� •8 WOOD SCREW EXTERIOR FINISH BY OTHERS —� I— [LAZING (SEE NOTE 6) I• MIN. iyEDMENi WINDOW WIDTH I� I14' MAX. WOOD FRAMING SHIN SPACE rBY OTHERS F. WOOD FRAMING �( 6T��',j�j� , FL©UMA B•®�� BY OTHERS SHIN AS REO'D.CEW A1�6L� SHEATHING (SEE NOTES) IrUI M NAIB=!{J 3Y OTHERS /VIIFFAACsy((U' 1IM MAX. �� F E # �i� SHIM SPAC: (SEE NOTEING 6) FIN TYPE WINDOW FRAME CAULK BETWEEN I•MIN. ` .WINDOW FIN E L SHEATHING MBEDMENT SHEATHING BY OTHERS SECTION A -A DUCK HEIGHT FIN TYPE WINDOW FRAME SMIN AS REO'D. 1/4' MAX. (SEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE . WINDOW FRAME A --G1 ELEVATION VIEWED FROM EXTERIOR ___1 INSTALLATION ANCHORCHORCHDrt 63 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B PERIMETER -- EXTERIOR FINISH CAULK By OTHERS BY OTHERS NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIN STACK TO BE 1/4 . 2). WINDOW FRAME MATERA:: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHM MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USESiUCONiZED SEA. AROUND EXTERORCOF WWICAULK FOR PERIMETER WINDOW FRAME. 5) USE SILICOwZ£D ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REOVIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE 1 WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15W AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6_ MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, ""- ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AvWLABLE SIZES UP TO 73' X 71' OR 63' x 95' OR 119' X 37-3/2- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS VS;NG ALUMINUM TU9£ MULLION. SEE MULLION INSTALLATION SHEETS FOR REC:IREM£NTS. ARED BY: PRODUCT TCCrINOLDGT CORP., I50 1 / 13/02 SCALE: N. T. S. DWG.: FLEX0030 ►KWY. SATE 2S0, IAKC MART. FLORIDA 32746 PMONE 407 WS-0365 FAX 407 605-0366 W. CAULK BETWEEN WINDOW FLANGE t WOOD BUCK CONCRETE OR MA;OMRT OPENING IT OTHERS XTER:O? FIkiSM BY OTHERS PERIMETER CAULK By OGrCRS vINDOv FRAME HEAD EXTERIOR wlNDDv FRAME SILL PERIMETER CA .K ST OTHERS -XTERIOR FINISH —� IT OTHERS CAULK BETWEEN VV=V FLANGE t VODD BUCK CAILK BETWEEN WOOD BUCK t MASOr3Y OPENING IT OTHERS CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS ONE BY vCCD BUCK BY OTHERS INSTALLATION ANCMOR 3/16' D'+A. TAPCON d '-'/`. MIN. 0 EMBEDMENT 1 r 1/4' MAX. SHIM SPACE SHIM AS REO'D (SEE NOTES) GLAZING (TYP. SEE NOTES) / 4 CONCRETE DR MASONRT BY OTHERS SECTION A —A INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D. (SEC NOTES) 1/{ MAX. SHIM SPACE NOTE C 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD 9EARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA. TAxON INSTALLATION ANCHOR MUST 6E OF SUFFICIENT LTH. TO ACH1:lE MIN.=M9EDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCDN ANCMGRS 6' FROM CORNERS k 21- 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH /6 SCREWS OF SUFFICIENT LTH. 70 PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD BUCK. A) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK, LKE #10 SCREWS OF SUFFICIENT LENGTH TO' ACHIEVE 1-3/: MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SILICOIM:ED ACRYLIC CAJLK BEHIND WINDOW F,ANGE A- MEAD. SILL ,IAMBS. 6) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLAMGE• 7) CLASS THICKNESS MAY WART PER THE REOUIREMEN"S OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IT SHOWN, wSIKATING GLASS IS ALSO OUAUFIED. 6) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHEPS. BUILD DOWN MUST BE OF SUFFIECIENT SR£NGTM TO ADEOUATEIY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. 10) ELEVATIONS S..OW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CCNFK,URATIONS. ImiS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. h 20DO SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US-NG ALUMINUM TUBE MULLION. SEE . MULLION INSTALLATION SHEETS FOR REOUIREMENTS. EXTERIOR ELEVATION SHIM SPACE SHIM AS REO'D (SEE NOTES) WINDOW FRAME JAMB GLAZING (111. SEE NOTES) PERIMETER CAULK —� BY OTHERS / E X7ERiCR FINISH J BT OTHERS WINDOW WIDTH /U 1-1/A' MIN. EMBEDMENT ONE BY vH_0D BUCK By OTHERS . INSTALLATION ANCHCR 3/16' DiA. TAPCON Y CAULK BETWEEN VX2 BUCK t II■,I MAS'Y OPENING BT OTHERS !� IJ I CAULK BETv--EN WINDOW FLA,`WE t WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS «DTI -N B-B EXTERIOR ELEVATION Q 1-1/A- MIN. FLORIDA EXTRA DERS's NFORD, FLORIDA EMBEDMENT N : ONE BY WOOD FA 1 TITLEFLANGE INSTALLATION DETAIL CONC�.TE rIEADER V/1 BY BL!CK BUCK BY OTHERS DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES DRAWN BY: Be APPROVED BY: DATE:02/12/02 SCALE: NTS DWG.: FLEx0035 M(IMG Tr. M^.MI T[MnAA• P'. M PT[AwTCYA NH. KXT( ill .t.hgr. I�WNY NTN HOK ys qO! Ir N AC:-Wt ONE BY BUCK INSTAL' -• CN AMC.-CA_-..r a:0 SCREWEMBEDMENT 1-3/5- MIN. By CI MERS BUCK WIDTH 1/4- MAX. SHIM SPACE DOWN CAULK BSUCKEN CAULK BETvcrm WIND'.,iuILD FLANGE t S"EAJHIND BY OTHERS (ALSO APP::ES NOiS- TWO BY FRAMING TWC Hr BUCK �, ►.CCH[R--E TO SIIL> 1) SHIM AS PEO"D, AT EAC- IMTAI.LATIEM ANCHOR WITn LOAD BARING SHIN. MAX. � by OTHERS � 8T OTHERS ALLOWABLE SHIM STACK TO BE 1/4-. P- TVDDD ('*P) 2) WINDOW FRAME MA'ERSLL' ALUMINUM ALLCY 6063. ' BY CTHERS INN. 3) Ta.PCON INS ALLAIICN ANCHCRS AT Sr-L MLST BE OF SUFFICIENT NTH. TO A`-aZA S�fM AS P.,-C-D r1 I EM.BEDSED MENT INN. EMBEDMENT OF i-i/A- INTO MASONRY OR CONCRETE. 110 INSTALLATION (SEE NOTE$) IMTAIEA7F:N AN[.TNDR SCREWS AT HEAD h IAMBS MUST BE OF SVFFIC.ENT LENGTH TO ACHIEVE 1-3/6- •:a S:RE': INN. EMBEDMENT INTO WOOD FP.AMY•NG AND BUILD DOWN WHERE REOUIRED. EXTCRFOR FINISH INSTALLATION ANCHORS @ SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 IN. Q BY OTHERS I El O.C. MAX. W!NDOV FRAME CAULK BETWEEN A) US---SILICONC-D ACPr..IC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL k ,IAMBS. JAMB VINDOW FLANGE S) USE SmxOM2EO ACRYLIC CAULK FOR P£RImETER SEAL AROUND EXTERIOR OF t V=tD DUCK MNQM RANGE. GLAZING r- I/A- MAX.. 6) CLASS THICKNESS MAY VARY PER T E REOUPZUENTS Or ASTU E1300 CLASS SEE NOTES) d _L Seam SPACE CHARTS. SINGLE OWING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. Q I I 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME 10 BE XNGINEERED BY OTHERS. B(ALO DOWN MUST BE OF SUFFICENT STRENGTH TO ADEOVATELT JRANSFER LOAD FROM WINDOW TO THE STRUCTURE. { B) FLCRIDA EXTRUDERS 1000 SERIES DESKTNER wINGOw SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. - ♦ CONCRETE OR PER'M£TER UV. r. OTHERS a B) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS HOT INTENDED TO LOA' USE OF P.ASOARY BY THIS PRODUCT TO THESE TWO COWCUWONS. THIS SHEET APPLIES TO ALL PERIMCTCR CAULK BY CJHCRS SHIM AS REO'D CyN CURAWNIS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. ! 2000 BY OTHERS (SEE HUES) SERIFS DESIGNER FIXED Wr.NDOw FRAMING SYSTEMS. 10) WINCCW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VIN.OV VIDTy —�•• WINDOW FRAM MULLION. SEE MULLION INSTALLATION SHEETS FOR RCOUIRENENTS. HEAD CXTCP,;J FINISH SECTION B—B By OTHERS I I i I WINDOW WIDTH WINDOW SUCK HEIGHT HEIGHT EXTE?FDR A GLA2FNG (TTP. SEE NOTES) V:NDOV FRAME SILL / WINDOW � F-IMETER CA.:.K 1 SHIM AS REO'D HEIGHT BY OTHERS I (SEE NETEU B B EX'ER;CR —� FF%ISH \ I+ CTNERS i A SHI/(', y EXTERIOR ELEvA-10N ( a CAULK BETVEEN Q VINDOW :LANCE t,ONE BY WOOD (�p7�}r��i RUCK \_ONC �TmSE Mw1lJGl`I 11Lt>tL FL©iLll7A B.V.Y.F.CAULK BETVEEN[MBEDMEN' WOOD B:K ► bMA1�t MAGMM NAME: HAS+Ono' GPENIN; Z BY VCDD 1 By OTME.^<S SUCK' BY OTHERS ,7.. 1r- In.' �� caNcRE'E OR CFO TION C.—A A. FUZ L{ ^r, t HAS" INSTALLATIDN ANMp BY.OTHERS 3n6' ;IA. TAPCON Ynmp.`w WU)Tn FxTFFIC? E' �W.T10N -.--o.. �.wa. H...alac �- rs ,..•�.�..� an. N.ln aM. .cw,aly. Evwa. a-H .VK .n w N: r.. r> r....0 7 1 4k 1/4' MAX ■2 INSTALL•TION C.rVN SHIM sp-a ANCHOR SCREV (I TGJ CAULK BEHIND FIN —V iV0 /• FRAMING SHIM AS REO'D. IT OTHERS rHCsTHTNG TVO IT BUILD (SEE NOTES) BY "HERS DOvN BY OTMCRS CAULK REHIMD FIN FIN FRAME JAM) 1 'I K8 INSTALLATION SN;n AS REO'D. 1) S.Hu� AS REO'O. ADJACENT TO EACH INSJALATtoh ANCHOR WITH LOAD BEARING ANCHOR SCREV (t r►J (SEE NOTES) SOW, MAX. ALLOWABLE SHIN STACK TO BE 1/M'. GLAZING TP.j WINDOW FRAME MATERML: ALUMINUM ALLOY 6063. SEE NOTES) 2) d 3) USE S;LcONNZED ACRYLIC CAULK.BENwO WINDOW F.N AT MEAD. SILL k JAMBS. m L at VI K .� k.A •) USE SRJCONIZED ACRYLIC CAULX FOR PERIMETER SEAL AROUND EXTERIOR OF tuEeat WINDOW FRAME. 11 I �ll45 S) CLASS THICKNESS MAY VARY PER TNREOJIREMENTS OF ASTM OGLASS CHARTS. SINGLE GLAZINGISSHOWN.. INSULATING GLASS IS ALSO OUAuA LIFKO. CMG. •TNUNd 6) SCREW ANCHORS AT MEAD. SILL k JAM3S SHOULD BE /8 SCREWS OF SUFFICIENT /i CTMERS LTN. TO PRav0E MIN. I IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE 13 EXTERIOR [XTEaIOR FINISH SCREW ANCHORS.6' FROM CORNERS NO 24' O.C. MAX.. III OTHERSv 7) BUILD DOWN AROUND CURvED PRTION OF wINDOw FRAME TO BE ENGINEERED BY ExiC?IOR FINISH OTHERS. MAD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY By OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIIKTCR CAULK 8) FLORIDA EXTRUDERS TODD SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO PERIMETER CAULK 1Y OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. —VINWV vIDTM—.- BY OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE Two CONFKPIRATONS. THIS SHEET APPLIES TO ALL FIN FRANC HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTIO14 B'B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SEE NOTES) vDtlOv EXTERIOR PERIMETER CAULK By OTERS EXTERIOR FINISH — NY OTHERS .e DnTal•rroN-.i ANCHOR SCREV (TYP.) S KATNING NY OTHERS FIN FRANK SILL SHIM AS R£0'A (SEC NOTE$I It I 1/1' M1 SMiM SPACE wt Tv0 Br FRAMING EXTERIOR ELEVATION HII eY OTHERS t. r�sTom` y H ,.,. CAULK BEHIND F� � � woo TIC, QN A -A U A gay, �. 2� 2442 )W 4T >W 4T A EXTERIOR ELEVA T ION FLORIDA EXTRUDERS INTERNATIONAL, , RIDA TITLE: FIN INSTALLA71ON DETAIL DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES DRAWN BY: B B APPROVED BY: DATE:02/14/02 SCALE: NTS DWG.: FLEX0037 W—. N.1.0xo.aw es M ►lcw ►n. -19 H.. H[.+.•a.. Hoer )nr CONCRETE OR MASONRY OPENING SH'M AS RE'O'D (SEE NOTES) HY OTHERS CAULK BETWEEN DOOR FLANGE L WOOD BUCK CALLK H£TvEEN PERIMETER WOOD BUCK L MAS-Y. CPEN!kG Cq,ILK Br HY DTw._s S OTHERS , STUCCO C Br• OTHERS V �r .INSTALLATION ANCHOR 3/16' DIA. TA?CON INSTALLATION ANCHOR Ra SCREW (TYP. WHERE ONE ET WOOD TAP^ -ON$ ARE NOT REO'D.) BUCK By OTHERS r1 1/4' MIN, 1 EMBEDMENT SLIDING CLASS —� DOOR FRAME 1/4' MAX. JAMB p SHIM SPACE 1 INSTALLA!ICN AMICHCIR 18 SCREW (TYP. WHERE TAPCONS ARE NOT REO')J SLIDING GLASS POOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR mr-IGHT SLIDING GLASS ' a—XR FRAME I $L I E'(3EDMENT 9 A ♦ G ♦ I-1/1' M'K O TEMPERED GLASS (T YP.) PERIMETER CAULK BY OTHERS f— S.G.D. WIDTH SHIN SPACE !1 1 1/4' MIN. ~ i EMBEDMENT I 0 T �KHSy OTTHDERS CAULK SETvEEN WOOD BUCK L MAS'Y. OPENING By OTHERS SHIM AS REO•D. I cSEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON Q CAULK BETWEEN /—DOOR FLANGE L WOOD KIEV 4 CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION A:1CrGR 3/16' DIA. iAPCON SL:D:NG CLASS DOC;> - HOOK STRIP 1-I/4' MIN. EM _DMENT T CONCRETE OR MASONRY OPENING By ST OTHERS CAMK BETWEEN WOOD BUCK L MAS"T. .OPENING BY OTHER$ CAULK BETWEEN G ! WOOD si CIK L T ON E BY WOOD RS BUCK BY OTHERS STUCCO BY OTHERS - -- 0 B.O.AJ. EMPERED GLASS 7 /��y.� aec. (TYP.) SECTION $ UFACrURER ANE : SLIDING GLASS DOOR INTERLOCK MASTER FEE # HOOK STRIP DETAIL gg,T 1) DOOR 1NTERIAL• ALIPRNAN ALLOT 4063, L) TAPCOT TYRE INSTALLATION AHONORS MUST K OF SUfFIC)COT LENGTH TO AC.MVE MHL CMNACOEHT Or 1-1/4' INTO MASOAT OR CONCRETE. 3) ALTEMNTC TAKON IMTALLATION ANGNORS FRONT To wx IN "ALL rRANC KFlKRs. .. A) TAPCON ANDOR CHART ON SACK or THIS SHEET. S) USE SILWONIZED ACRWC CAILK KWIMD DOOR rLANGL AT KAD L JANSS. 6) LSE SltlCOMZCD ACRTLIC CAULK rot KP.:KTER SEAL AROND EXTERIOR Or -DOOR. .' .. 7) If EXACT DOOR SIZE IS NOT LISTED IN ANN0,OR CHART, USE A)NCMOR OUANTITT LISTCO v:TN NEXT LAAGCR SIZE, rOR-7K APPROPRIATE DESIGN PRESSURE RCP0. "- 1) rOR ►OCKCT DOOR SAES LSE CLOSEST D,PAis DOOR SIZC E COi1WRAT10N TO FINISHED OPENING PLACE TAPCOS, IN rRoNT Or NOOK STR'P AS SHOWN !) GLASS TMICNOCSS "Al VART PER REOUIREKNTS Of ASTM C1300 GLASS CARTS. 10) ALL rACTORT APPLIED MOLCs NOT DESIGNATED raw TA►CON ANCHOR SHOULD K FILLED VITN .0 SCREV: OF SWrTCKMT LCJGIN 70 PROVIDE NIX US' EHKOENT INTO WOOD SLICK. t:) DOOR (NIT Is A►PROVCD LSNG TENKRED GLASS IN SINGLE GLAZED OR INSULATING GLASS. Ib JAM /SILL CORHCRS ARC TO K SEALED WIN A SMALL JOINT SCAN SEALER. 11, SH)N AS RED•0. AT E. SCT or INSTALLATiO+ wNGMORS NA% ALLOWAkE W. STACK TO K 1/A'. IA) ALL INSTALLATION ANC -ORS MUST K NA:C Or CORRO;ION RCSISTANT MATERIALS IS> -WHERE 'x' REPRCSEN,I NOVING PAKL AND '0' REPRESENTS rIxED PANEL APPROVED CNART ON SACK Or THIS SHE-T A COiWURATMNS ARE AS LISTED ON ANCN.•p 1(N HUI ALL CowrARATIO.S LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOVEVER INSTALLATION EXTERIOR ELEvx-:DN SECTIONS -A-A', '1-11. L NOOK STRIP KTAIL A►PLT TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR S-3VN COW DURATIONS 17) INSTALL ONE TAPCON IN EACH PAIR Or rAETORT APPLIED DM.TALLATION HOLES LPLESS NOTED _. OrNERWISE ON ANNO+OR Cal. SEE HACK OF tMS SHEET. . 10) rLORIOA EXTRUDERS 1000 SERICS SLIDING GLASS DOOR IS SMovX THIS ►IR:NT ALSO APPLIES TO 5000 SERIES AND 300'SLRICi _. .. _. .._ ♦ O LIBERALLY APPLY •'�-•' CAULKIW UNDER SILL INSTALLATION ANCHE2 OR SET SILL IN BED OF CONCRETE 3/16' D10. TAPCON SUTION A -A rEg fG ....�.... �nNNrT . ...� v.Te. THtJ'NtrNN4 x _ t.0 wTCwTIOrL hi•_ Suitt 1'.0. NEATHgV, rLa::A. JDTK. a)-1:5.0%s /Aa yT-S.'S-07M $HIM AS RE'0'D INSTALLATION ANCHOR (SEE NOTES) se SCREW SHEATHING BY OTHERS CAULK BETWEEN TWO DOOR FLANGE v00D By L SHEATHING OTHERS 1, 1lix, 1 MAX. I I SHIM SPACE r DOOR VIDTH t_/a' MAX. SHIM SPACE TWO BY VOOD MIN B7 OTHERS EMBEDMENT SLIDING GLASS DOOR FRAME JAMB EMBEDMENT TEMPERED GLASS STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYPJ +kr ply, r . HEIGHT SECTION E-B =�,o �0,4 uDERS SLIDING, GLASS. DOOR FRAME SILL D SLIDING GLASS DOOR SHIM AS REO'D. NOOK STRIP (SEE NOTES) INSTALLATION ANCHOR 08 SCREW CAULK BETWEEN OO DR FLANGE t SHEATHING �--• SHEATHING \ BY OTHERS TEMPERED GLASS STUCCO (TYPJ OR SIDING BY OTHERS SLIDING GLASS DOOR INSTALLATION ANCHOR R8 SCREV TWO BY vOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS EMBEDMENT INTERLOCK _ HOOK STRIP DETAIL 1; 9= MYCRIAL• ALVONLW. ALLOT U063. 2) RD INSTALLATION SCREVS HVST K OF SWFK'EHI LENGTO TO ACMCv£ MIH EHKDCNT or 1-1/B' INTO VOOD. TAPCON_lyn tNSTALLATt3m AMCKM AT SILL MUST K Or UfriCIENT LENGTH t0 ACHIEVE NIN EnKDKK Or i-t/A'. INTO NASOARY OR COCRCT[ - 31 INSTALLATION ANCHOR CHART ON BACK Or THIS SKET. - . r - - . . A) USE ULWOWZCD ACRYLIC CAOLK K"W DOOR rLANGC AT MEAD t JAMBS. S) USE SILICOW2ED ACRYLIC CA1AK rOR PERIMETER SEAL AW-AMD CXTCRIDR Or DOOR, 6) V EXACT DOOR SIZE IS NOT LISTED IN ANOOR CHART, uSE ANCHOR OVANTITT LISTED WIT NEXT LARGER SIZE. FOR I E APPROPRIATE DESIGN ►RESUAC-REO'O'• T) ION ►OCKCANCHORS. T DOOR SIZES USC CLOSEST 11PASS 'DOOR SIN t CO IQAAtWN TD rIWSKD OPENING. (LACE 14TALLAITON 1N fRONT Or HCX STRIP AS SHOWN h GLNSS THICKNESS wY VARY KR REOuIRCHENTS 6 ASTM E1300 GLASS CHARTS !) rDOOR L-11 IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR-INSLEATING GLASS '0) JNM / SILL CORNERS ARE TO K SEALED Vil- A SHALL SE— SEALER It) SHIN AS REO'D AT EA SET Or INSTALLATION A-C-M W1L ALAInT.LOVABLE S.I. STACK TO K 12' ALL INSTALLATION ANC✓_RS MST K MACE Or CJM%t)+ RESISTANT—TER1ALS _ 13) VNERC 'K. RC►RESEMTS pCvVAG PANEL AND '0' f.EIRESCM'S rizCD PAWL APPROVED _ COft(MIAT'O S ARE AS LISTCO ON ANCHOR CHART ON BACK OF THIS $MEET. EXTERIOR ELEVATION SECTIOONLSS `-�'•G' 1-81 `'t HOOK t R `," .�: ;" a THIS "A:/INSTAL' ArWN EMBEDMENT COHlIGticAttOAi D f p A 1-1/6' MIN. 2 PANEL DOOR SHOVN 13) rLOR1Y EKTRUKRS IDSD SERIES WDIPG GLA:$ DOOR IS SNOVAL I -IS PRINT ALSO NPP.IES TO .. 2DOD SERIES AND 500 SERIES. ... ._ .. __. _ .. _ A e D LIBERALLY APPLY CAULKIJNG UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CE)II_RETE 3/16' DIA. TAPCON. SECTION A -A F 12002 DESCRIPTION DATE INI I FLORIDA fi EXTRUDERS SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH ' #8 SCREWS- " DRAWN BY: °B APPP.OVED BY: ATE: 12/17/01 !SCALE: NTS IDWG #FLE=27 $HT 1 OF ....��.. _ Nr Y)fdNN[IRN4 1W__ 213 WTCRNATIONAL Kr. WE 210..CAIr•OV. rLOUDA. )27-6. MH•DOi•0%S r- 017•003-03" I= P.V./DESIGNER SILL (TYPJ t8 X 3/4 SELF TAPPING SMS Ix2x1/8 TUBE MULLMN SEALANT vCEN wDtwv FLAN L MULLM SEALANT 8F ELEN' V `-00 X 3/4 SELF VpaWL MULLION `1000 S.H. TAPPING SMS MEAD (TYPJ SEALANT ICTVE V1 Wv FLLAWGEESM SECTION A —A (1) L MULLION 1000 P.VJDESIGNER SILL (TYPJ #0 X 3/4 SELF TAPPING SMS /"' I x 2 7/16 X 1/8 � / TUBE MULLION SEALANT BETVEEN VWDOV FLANGES- L NULLMN "-N8 X 3/4 SELF �IDW S.X TAPPING SMS HEAD CTYPJ SEALANT KTvEEN SECTION A —A (3) VINDW FLANGES L RRI.MN 1000 P.V /DESIGNER SEALANT SET WINDOW RAW SILL (TYPJ t MULLD$1 •8 X 3/4 SELF \ THING SMS 1/0 TUBE MULLION N--#8 x 3/4 SELF `1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A -A (5) 1000 P.VJDESIGNER SILL (TYPJ t8 X 3/4 SELF TAPPING SMS �iX 2X3/B TUBE MULLION 1 \--118 X 3/4 SELF —1000 SH - TAPPING SMS MEAD CTYPJ SECTION A —A (2) -1000. P.WDESIGNER SILL (TYPJ . •8APX 3/4 SELF TPD'x•, SMS 1 X27/I6X TUBE MULLION SEPUUTT BETWEEN INDOV FLANGE - L 14R.LIQ1 APPLIES TO HEAD k SILL WHERE I" X 4' AUXILIARY DETAIL & 2' X 4' TUBE MULLIONS ARE USED -6LR ADDTT3)PNL ANCMM. VM:N REDUTRED) SHEATHING 0 � — — INSTALLATION AN04OR 08 WOOD tAlO+ SCREW (TYPJ C• EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 1DDO P.V✓DESIGNER SILL (TYPJ •8 X 3/4 SELF TAPPING SMS T/�2X4X3/9 / TUBE MULLION 08 X 3/4 SELF `--1000 SA TAPPING SMS HEAD (TYPJ B8 X 3/4 SELF TAPPING SMS DFT�II SECTION A -A (4) 1 M000 SR EAD (TYPJ 1000 P.V✓DESIGNER SECTION A -A (7) IF SILL (TYPJ _ v• TAPPING SMS 1X4X3/8 ? TUBE MU.LIZ N7 �F A v� F" �-08 X 3/4 SELF 1000 S.H. TAPPING SMS WAD (TYPJ SECTION A —A (6) MULLION APPLIES TO NERD t SILL rmERE 1' x 2' - t /' X 2 7/16'.TUBE MULLlOMS ARE USED DETAIL B our A DVSTALIATIIYI ANC)pR 48 V00D. SCREW ST7P� -M�t2 CLD' 8' MIN. I �J I ve' MDa "��"111 _ EMBEDRENT- L1 1/ EMBEDMENT FLORIDA EXTRUDERS INTERNATIoNmL me SANFORD, n0FMA :SER. 1000/1500 FIN SHEET 1 OF`2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY. DATE:2/6/02 SCALE:NTS DWG: 1HMFINTR 9 � SEALAN BEWCEN VV DQaVT FLANGES MULLION 1000 P.V./DESIGNER SILL CTYPJ / 8 X 3/4 SELF NAPPING SMS 1X2X1/9 TUBE MULLION SEALANT "--08 X 3/4 SELF . �1000 SA TAPPING SMS HEAD CTYPJ SEALANT - vV=V BETWEEN FLANGES ,SECTION A —A (1) L MULLION 1000 P.V./DESIGNER SILL CTYPJ \ II8 % NG SELF TAPPING SMS/-1 X 2 7/16 X 1/8 �f-1 / TUBE MULLION Joao P.VJDESIGNER SILL CTYPJ M8 X 3/4 SELF TAPPING SMS 1X2X3/8 TUBE MULLION p� ONE BY VOOD Wf rf AL n0JRMA B. Q. A, F, BUCK BY OTHERS Q . MA RTACrL%M NAM: > Lo/PiGbs. �.IrRUDEJQS _ •8 X 3/4 SELF MA Jy 1000 S.H. ' .TAPPING SNS ri- HEAD (TYPJ SECTION A —A (2) -1000 P.WJDESIGNER 1000 P.VJDESIGNER SILL MP.) SILL CTYPJ Q M8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS L X 2 7/16 X 3/8 TAPPING SMS OII II TUBE MULLION r--�-1 `�E4MULLION TYPICAL MULLION TO CONCFk E O JAMB (APPLIES TO JAMB WHERE 1' X 4' Q- 1 Y X 4' TUBE MULLONS ARE USED) CONCRETE OR MASONRY —\ BY OTHERS SSEALANT BETWEEN EALANT BETWEEN WINDOWMULLION ES WINDOW FLANGE L MILLION \—N8 % 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SEALANT BETWEEN SECTION A —A (3)_ WINDOW FLANGES L MULLION 1000 P.VJDESIGNER SEALANT BETWEEN SILL CTYPJ WINDOW FLANGES II8 X 3/4 SELF S M��. TAPPING SMS ) % 4 X 1/9 r--vir1 >'C TUBE MULLION �f8 X 3/4 SELF 1000.SA TAPPING SMS HEAD (TYPJ SECTION A —A (4) 1000 P.WJDESIGNER 1 SILL CTYPJ ( •8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 r—yy'I `.TUBE MULLION _- - M8 X 3/4 SELF B8 X 3/4 SELF TAPPING. SMS \-,Joao SH- TAPPING SNS `- — Joao SJi WAD (�.) HEAD CTYPJ SECTION A —A (5) :M_ -.:,SECTION !A —A (6) `—NB X 3/4 SELF TAPPING SMS --1000 sm HEAD CTYPJ ,SECTION A —A (7) INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREW AN04DR (TYPJ EXTERNAL MILLION INSTALLATION CLIP MULLION 1 1/4' MIN. _ EMBEDMENT rA I ELEVATION ` j- VIEWED FROM. EXTERIOR FLORIDA EXTRUDERS � �° F oRmn TTmz:SER. 1000/1500 FLANGE SHEET 1-OF. 2 TRIPLE HORIZONTAL MULLION SECTIONS.` . SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN,.. PRESSURE CAPACITIES", DRAWN BY: MSH . APPROVED BY. - NTS jDWG: 1HMFLGTR /9 1000 P.V✓DESIGNER SILL .(TYP.> N8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION .-SEALANT BETVEI WINDOW FLANGE'. L MULLION . SEALANT ANMS 0` N8 X 3/4 SELF L MULLION `IOOO S.H. TAPPING SMS SEALANT BETWEENWAD (TYP.) WINDOW FLANGES ,SECTION • A —A i 1) L MULLION 1000 rP.VJDESIGNER SILL (TYPJ *8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULUON 1000 P.V./DESIGNER SILL (TYP.> /—M8 X 3/4 SELF / TAPPING SMS 1X2X3/E TUBE TU LLII AUXILIARY PLATE ADDITIONAL ANCHORS, VNEN REOIIRED) AI APPLIES TO HEAD do SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING f I 1 - uva i ALGA i aun no —Mu" wtf w • NuulON U SCREW (TYP.) - O EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD SE � ` N8 X 3/4 B K BY OTHERS —1000 SH TAPPING SMS � �` HEAD (TYP.) M1JU'ACrUMM NAM MULLION SECTION A —A (2) FloRlE19 v S t/ S�ILL C y/DESIGNER 7-u- M. # 6 N8 % 3/4 SELF 1000 P.VJDESIGNER `C r' A TAPPING SMS SILL (TYP.) 1 X 2 7/16 X 3 8 1 TUBE TRILLION 68 X 3/4 SELF _ TAPPING SMS 2X4X3/Ei`. TUBE MULLION: SEALANT BETWEEN _ {— 1 1/8' MIN VINDOV FLANGES L MULLION �N8 X 3/4 SELF 3000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P.VJDESIGNER . SEALANT BETVF WINDOW FLANGE I SILL (TYPJ L(MILLION j N8 X 3/4 SELF \ TAPPING SMSI X 4 X 1/8 TUBE TRILLION �-18 X 3/4 SELF TAPPING SMS 1000 iii,I HEAD (TV.) L' SECTION `A —A (5) SEALANT BETWEEN WINDOW FLANGE L MLLLION N8 X 3/4 SELF �1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 r P.VJDESIGNER SILL (TYP.) r N8 X 3/4 SELF TAPPING SMMS" I X 4 X 3/13 ^ F�(1n - T TUBE MULLION `N8 X 3/4 SELF `— 1000 SitTAPPING SMS HEAD (TYP.) SECTION A —A (6) EMBEDMEN , FI FVATION 'VIEWED FROM EXTERIOR' DETAIL 8 . APPLIES TO HEAD k SILL -WHERE V X 2' k I- X 2 7/16- TUBE MULLIONS ARE USED aunm�c .. AUaT1W ANCHOR .. a VOOD .SCREW �MORJZ CLV \--N8 X 3/4 SELF TAPPING SNS 1000 S.H. SECTION A -A 17) I I HEAD (TYP.) ---111 fff FLORIDA EXTRUDERS INTERNATIONAL, 'Nc SANFORD, FLOREDA �JJJJ " �.-MM SER. 1000/1.500 FIN SHEET 1 OF 21 TW IN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET'2 OF 2) FOR • :.DES IGN.PRESSURE CAPACITIES kA*N BY: MSH APPROVED BY- �� > DATH:2/6/02 SCALE: NTS DWG.: 1 HMF I NTW SEA' -ANT BE?�rE W^(MV FLANGES I SIL: (TYP) z8 X 3/4 SELF `TAPPING w(S /-:XaXI/? SEALANT aciycc4 WP+�'V F! AhGES_ L MULLION '---!18 X -/A SELF ' -- :4ac S TAPPING SMS WiK]DV F:AN,Es SECTION A -A (1 ) s �xLlal�c (� 1000 P.W./DES,GNER I SILL (TYP.) T 98 X 3/4 SELF TAPPING SMS/� I X 2 7/16 X 3/E / � TUBE MIL!IDti SEALANT BETWEEM WINDOW R04GES- L MULLION I TYPICAL :AUL'JON TO CONCRETE O JA.`AB r zxC P.W:/DESIGNER i (APPUT TO JAMB WHERE 1' X 4' SILL (TYP.) j g 2' X A' TUBE MULUONS A.:E USED) a I z:X 3/4SF TAPPIN[ SMS M CRETE OR MASZIRY� ..n r—inn ?Y OT% ERS \\ X 2X3/3 • jIi (;ENTRAL Fg OMA .B.O.AF. ! aucx BI OTHERS 4 WANWACTUM NA S" �-*9 X 3/4 SEA: LO�ClD9 U Se �1C%'= S!+ TAPPING SMS .mantra DE:TA a � LtiSTALLATION ANCHOR 3/1e' D/A, TAP✓3� S=it's/ ANC jClR' (7YP. Ex-- KA.LIOk ID INSTALLA'N CLIP .._�� .. ir.. S C, iON A —A (2 E SIC_ 'V /DESIGNER I SILL (TYP.) r SELL (TYP.) I zF X 3/4 SEL% JJ ' TAPPING SMS -s8 X 3/4 SELF I X 2 7/16 X 3/9 TAPPING SMS `TU?E Mu`LI:sv /ll i X 4 X 3/8 �j L 1 BEZ MIN. TU B: A?1,:.! Iw: i.MHi_::iic?" i SEALANT BETWEEN VINWW FLANGE - ,`-#9 X 3/4 SELF z \-se X 3/4 SELF �— i000 Sm. TAPPING SMS 1000 SA TAPPING SMS HEAD (TYP.) ir--AD (TYP.) SEALANT BETWEEN SECTION A —A (3 SECTION A —A (4) WINLOV FLANGES i MULL10% 1OP40 P.W./DF.S.:,NER SEALANT BET'F:h r-L000 F•V,/LES1GtiER (- I SELL (TYP.) WINMV FLANS ; SILL (TYP.) 49 X 3/A SELF L MULLION -1 I7 R8 X 3/4 SELF TAPPll ING SMS TAPPING SMS \ /`-SIX 4 X 1/8 n L1 �SXu^� 4'% 3/8 x • N-LMN L-#9 X 3/4 SELF 'S `#S X 3/4 SELF 1000 SA - TAPPING SMS - �- Low S-K TA?FI):.� SMS HEAD (TYP.; MEAD (TYP.) SEC T!,qN A -•A (51 Cr',CTiON A_° /fz) amaze X 3/4 SELF TAPPING SMS SODO S.H. HEAD YP.) SECTION A —A (7) I i f P f i FEB 15r0 f �W.n.Lrw � y ! A Q AT N VIENED FROM EXTERIOR M SER. _ t CGC/ 150!3 FLANGE -.SHEET I Or • r TWIN HORIZONTAL MULLION SEC^7T I ONS ' SEE u � "LR S 7- JE � SHEE t 2 OF . 2) FOR DESIGN PRESSUR-E CAPACITIES . SEALANT BETWEEN VINWW FLANGE - ,`-#9 X 3/4 SELF z \-se X 3/4 SELF �— i000 Sm. TAPPING SMS 1000 SA TAPPING SMS HEAD (TYP.) ir--AD (TYP.) SEALANT BETWEEN SECTION A —A (3 SECTION A —A (4) WINLOV FLANGES i MULL10% 1OP40 P.W./DF.S.:,NER SEALANT BET'F:h r-L000 F•V,/LES1GtiER (- I SELL (TYP.) WINMV FLANS ; SILL (TYP.) 49 X 3/A SELF L MULLION -1 I7 R8 X 3/4 SELF TAPPll ING SMS TAPPING SMS \ /`-SIX 4 X 1/8 n L1 �SXu^� 4'% 3/8 x • N-LMN L-#9 X 3/4 SELF 'S `#S X 3/4 SELF 1000 SA - TAPPING SMS - �- Low S-K TA?FI):.� SMS HEAD (TYP.; MEAD (TYP.) SEC T!,qN A -•A (51 Cr',CTiON A_° /fz) amaze X 3/4 SELF TAPPING SMS SODO S.H. HEAD YP.) SECTION A —A (7) I i f P f i FEB 15r0 f �W.n.Lrw � y ! A Q AT N VIENED FROM EXTERIOR M SER. _ t CGC/ 150!3 FLANGE -.SHEET I Or • r TWIN HORIZONTAL MULLION SEC^7T I ONS ' SEE u � "LR S 7- JE � SHEE t 2 OF . 2) FOR DESIGN PRESSUR-E CAPACITIES . /7 I L M 1000 P.WJDESIGNER SILL (TYP.) . 48 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION .SEALANT B WINDOW FL 1. MULLION 1 1000 P.VJDESIGNER SILL (TYP.) a8 X 3/4 SELF TAPPING SMS 1X2X3/8 TUBE MULLION AUXILIARY PIATE CFM ADDITMWL ANCNCRS, WHEN REODUMV) APPLIES TO HEAD & SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR a8 WOOD SCREV (TYP.), 'EXTERNAL MULLION INSTALLATION CLIP I Q:EN'ifUL FLOJI ID'A M.t$.& BY WOOD ErvEEU+ ae X 3/4 SELF a8 X 3/4 SELF , CK BY OTHERS ' S 10W S.H. TAPPING SMS \—1DD0 S.H. TAPPING SMS . MA.NUFACTLIM NAME: HEAD (TYP.) HEAD(TYP.) SEALANT BETWEEN OR/0�1 Prh'U� MULLION q—A 1 SECTION A —A (2) 1000 P.V./DESIGNER KAM ME r SILL (TYPJ BEjeIL_C� A :LF / 18 X 3/4 SELF 1000 P.VJDESIGNER -- TAPPING SMS SILL CTYPJ 1 X 2 7/26 X 1/8 1 X 2 7/16 X 3/8 L_ A / TUBE MULLION TUBE MULLION ae X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION - `118 X 3/4 SELF �100D SA .TAPPING SMS HEAD CTYPJ SEALANT BETWEEN SECTION A —A (3) vvw. FLANGES L MULLION 100D P.VJDESIGNER SEALANT BETWEEN SILL (TYPa WINDOW FLANGES L MULLION a8 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION A, __ - . _ :_ .. �a8 X 3/4 SELF 1000 __ .S._ J{ ..TAPPING SMS HEAD CTYPJ. -- SECTION `A —A (5) SEALANT BETWEEN WINDOW FLANGE L MULLION 08 X 3/4 SELF L— 1000 SA TAPPING SMS HEAD (TYP.) SECTION A —A (4) —1000 P.WJDESIGNER SILL (TYP.) a8 X 3/4 SELF TAPPING SMS IX4X3/8 —1N f1 / TUBE MULLION �08 X 3/4 SELF �1000 S.H. TAPPING SMS HEAD CTYP.) SECTION A —A (6) L 1 I/8' MIN. EMBEDMENT LEVATIO VIEWED FROM EXTERKLR 1.... - 1 _. DETAIL B APPLIES TO HEAD do SOl. WHERE 7' X 2- .... 3 1' X 2 7/16'..TUBE MULLp►5 ARE USED .:�. . - - ALLATIW ANCHM= ... NFI", �a8 ScaLW L CLD' X 3/4 SELF TAPPING SMS �—i000 s.M. SECTION A —A (7) HEAD (TYP.)�. ) ENREDED mixMENT . INTERNATIONAL:.INC FLORIDA EXTRUDERS SANFORD. FLORIDA 2` TITS: SER. 1000/ 1500 FIN SHEET 1 -OF, 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF-2)-FOR w� DESIGN PRESSURE CAPACITIES DRAIIN BY: MSH APPROVED BY: nATE:2/6/02 SCALE: NTS DWG.: 1 HMF I N 0 /C *COO F.V./DESIGNERc S::L (TYP.) +T8 Y. ?/4 SELF TAPPING S3(S I X � x 1/8 TUSE MJLL.'G N SE41NT 3ET1 E^L+N WiNxL% fiLPiiisCs' l MiA,j.1,7H I. S'L/F A.V7 ?_ i YEEF VIN�u: FLk'4cS "—wex 3/c 5=:.* s KILLMN �— .ca S.H. T.4PPi<: S.Iq SEALA.'TT BET J:c`i Wl%"7W FLANtiS SECT!ON A -A i'• i 1RJLLi:a1 FC00 P.V./DESIGNER SILL (TYP.) t8 )t 3/4 SELF TAPPiNG SMS X 2 7/16 X 1/8 TUBE MU LION SEALANT BETVEFM VINxw FLANI-E;- i MULLION `0 8 x 3/4 SELF lOGO S,H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES i K:LLIO.N ICOO F.V./DESIGNER SEALANT BETWEEN SILL (TYP.) WIMDOV FLANGES - T •e x 3/4 SELF L Mt"liG: j TAPPING SMS /-IX4X1/8 `08 X 3/4 SELF S_-TAPPING SMS I:CO L HEAD (TYP.) 1COC P.V./DESIGNER ' TYPiCAL MULLION TO CONCR-'= E JAMA r _ ' (A. -PLIES TO JAMS WHERE )' Y 4• Q � ;` - Sr L (TY I a z' x 4- ^J&: MULLIONS �� ;;sE�; t r ' r-6A X 3/4 SELF TAP?Nt: SMS I I CONCRETE Cr2 MASONRY i BY OTHERS . !r i rT -i x 2 X 3/S I CNE BY WOCZ—1 1 I 'e'er [ BY OTHERS i t T CENTRAL . FLORMA B.O. A. F. i } `.9 x 3/4 Sc.-_ *� � �+r�y�y�� .�¢ I {i TAPPIN SMS�4i1\ UT A{r 1 ViCC�il . NAM: !2A:i crrP.) _� vrjDA FX`r-RvDERS i i SEC i il1'r: A —A L21 XUM rW:i r IOCC P.V./LESIa:tER 1 I � 1 i QUAIL- INSTA_LAT1C-1. ANCHGR 3/16' DiR TAPCG.N $--.'r_V ANChLR (TY?.) --- EXTERNALM(lLLj3- % INSTALLATION CLIP I SILL (TYP.) pox ?/4 SELF —C'JQ P.V./D:S!GNLR I a'^y �TA?P;N SMS SILL (TYP.) i x 2 7/15 x 3/2 S % TUBE- MULLION r 1 i-- 1 1/4' MIY. c8 X 3/4 SELF j TAPPING SMS L_ vF-0-11 T TUBE K)LLICN SEALANT BETWEEN WINDOW FLANGE - N I i MULLIC++ \-*8 x ':/4 SELF \---1000 S.H. TAPPI.NG SMS HEAD (TYP) SECTION A. —A (4) r-1003 P.J./DESIGNER SILL (TYP.) r-M8 X 3/4 SELF TAPPING SMS !/—' 1 x 4 X 3/8 X 3/A •� S i kr'•PI+c. SyS HaAD ('YF.) EMBED 1ENT �-08 x.3/4 Sul- TAPPING SMS ELEVATION —.COO S.H. SECTION A —A (7) I vcYlED FROM EXTERIOR_ I ! FLORIDANTERNATIONAL, INC.LORIDA EXTRUDERS SANFORD, FLORIDA Mu:SER. 1000/1_500 FLANGE SHEET 1 OF ? HL,R i Z(JN AL MULLION SE... I ONS i. j SZE D-H;7R S: DZ i S:iEE c ur 2i f u DESIGN PRESSURE CAPACITIES CC �y! ? DRAWN BY: V. S H AP ED ?ROVBY: i J L(tt 2 . ;DATE: /�? - SCALE: i`TS DWG.: i Hm i_Ci /5 IDDO S.H. I X 2 X 1/8 1000 S.H. JAMB (TYP.) TUBE MILLION JAMB (TYP.) 08 X 1/2 SELF TAPPING SMS �1■Be 1X2X3/8 TUBE MULLION 8 X 1/2 SELF 1 1/8• MIN. SMS EMBEDMENT �TAPPLNG Lr,JYA 2 X 4 X 3/8 SEALANT BETWEEN SEALANT BETVCEN TUBE MULLION VINDOV FRAME vINDOV FRAME i MULLION i MILLION M8 X 1-1/2 SELF 08 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A (2) _. 1 X 2 7/16 X 1/8 1000 SA 1000 S.M.TUBE MILLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) JAMB (TYP.) JAMB CTYP.) TUBE MULLION #8 X I/2 SELF B8 X 1/2 SELF TAPPING SMS TAPPING SMS �— SEALANT BETWEEN I.VINDOV FRAME i MULLION #8 X 1-1/2 SELF TAPPING SMS .SECTION A -A W 1X4X1/8 TUBE MULLION 10D0 S.H. 1000 S.H. JAMB (TYP.) JAMB (TYPE •8 X 1/2 SELF TAPPING SMS TWO BY WOOD BUCK BY OTHERS DETAIL C Lu\ SHEATHING INSTALLATION ANCHOR 18 WOOD SCREW (TYPE EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD k SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE 1' X 2' do 1- X 2 7/16- TUBE MULLIONS ARE USED 1 8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR �— _. B8 X SEALANT KTVM TAPPING 1-1/2 SELF v1� FLANGES SMS i MULLION VINDOV FRAME . i MULLION #8 X '1 1/2 SELF SECTION A -A (7) TAPPING SMS DETAIL C SECTION A -A (4) 1 X 4 X 3/8 �-P• TUBE MUU.��'p L� B•a- �Js B8 SELF .TAPPING \� SMS (TYP.) ` DETAIL B TAPPING 2SMS F A � VIEWEDFROOMEXTERIOR MR ig \ SEALANT DOV RAMSBETWEEN \\` i �MU:LION SEALANT BETWEEN i MMULLION FRAME [ p V i J 2W M8 X 1-1/2 SELF - TAPPING SMS SECTION A -A (5) B8 X,I-1/2 SELF TAPPING-SMS SECTIONA-A (6) DETAIL 08 WOOD SCREW (TYPE SILL CLIP 1 1/8• MIN. EMBEDMENT SwArm1w vmu FaANuc AUXILIARY- PLATE (FOR ADDITIONAL. ANCHORS, WHEN REQUIRED) O MILLION )RIDA EXTRUDERS �DbRIDs.OA SER. 1000/1500 FIN SHEET,1 OF--2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2-OF 2> FOR DESIGN PRESSURE CAPACITIES I BY: MSH APPROVED BY: - 2/6/02 SCALE:NTS DWG.: 1VMFIN+ -- iy INC SN i -T-x 2 X .;? IGG3 S.H. If -,ME CTYP,i f JAMB (TYF.) t # TAF?;NG SUSE X !/2 SELF SEALANT BET V - ; J•rV '.A�-- a MUL-I.ti : !/2 S TP.PP;\ S!K .SECTION r.Xc7/16)i:/E TUBE ML'LLMN Mic S z , 1CL'". S.h. JAM? CTYP.) jAM3 (TYP.) +S X 1/2 SELF TAPPNC SMS SEALANT BETWEEN VINMV FLANGES [ MULLICN L- 08 X 1-1/2 SELF TAPPING SMS SECTION A —A (6 1 x 4 x I/E TUBE MULL!0N i x2x3/e TL4F= W.-LION ` ae x ]i2 SELF TAP=iNG SMS SEALA,.T. 3ETVEEn _ ckax3;e we x ,-1/2 SE7F _ ^1 rr?i!s.: SMS >-"TIOIi A —A (27 r i x c 7i14 x 3/E MV_LION JAMB CTYI ONE EY WDDD__ 1 1/A' M!N, Q EMPEBMENT,14 DETAIL C 9Y"t 4N KSOR MASONR 1 . ATi N ANC ; 3/I5• D: r-%?L!'N SCREV'A:' 6c4 C'Y: NS •rrra` CL r i T rA. MLA rG1 1C, CoN K?E 0 ntFJ (A� L!ES 7� i cAJ do SILL WHERE 1 X Lb ;�X ueE l uLL ^--s ARE USE^' auL ae x :/2 SELF I r INS-i AL ATION ANC:CR -8 X 1/2 SELF �APr•ah� S'+$ j I' I ? 3/IE' DI.A. TAPCC-N TAPPING SMS ( � SCREW ANCHOR C i YF.) SILL CLIP 1 a8 X !-1/2 SELF SEALANT L-TWEEN SEALANT BETWEEN TAPPING SMS VIND^V FL4NGSS ! 1/s• MIN VINDOW FLANGES [ 'K1LL[ON _ EMBEDMENT �� r •-! 2 sF t� SECTION A —A l7; 1 Q \— Q -� TAPPING'SMS DETAIL r i PRECAST SILL By OTHERS _�,PCTiON %—A i 4 i .A:.IXs_t ILRY KAT- i . 1 ! ;:rri, aPD:TIC!44L AN00RS VL-=N R'c�UIRED> i X 4 X 3/6 '— j! AIO ( 12— S k. 10Q'J IF"S.M. " AM CTYP.) JAM3 CTYR)- r� ! SMS CTYP.> `— L I ne X 1/2 SELF ae x 1/2 SELF I VIEWED FRO:u EXTER=OR TAPPING sns - TAPPiRG sMs _------ !'FLORIDA EXTRUDERS `gAnONAL 'Nc SAN FORD, FLORIDA \U^6 ;=E: SER 1000/ i 5-u0 FLANGE SHEET 1. 0► 2 Mu_L I- •N SECTIONS SEALANT LANCES NrT SEw_AFBES^En SEr. OTHER S117._ (SHEET*2 Dr 2) r.B12. V*1iDnL/ :LANG:S YMDS7V C AJ6GS i i [ MILLION Las x !-Ii2Mk c� T;ESIGN PRESSURE CAPACITIES ae x 1-1/2 SELF arPl Si+S TAPPIMG,sMs FEB 15 ^r� 1DR&WN BY: MS» APPROVED BY: _. SECTION A —A i3'i Jt l Tiy'S A —A (6) --� DATE:2/ 1 /02 1 SCALL NTS DWG.: I V-AFLG ao I X 2 X I/E 1^.CC Sti.- 1 X c X 3/E 10W Sr ) 1 TL5_ MUL_I N JA4B (',Y?.) TUBE K.T_LiGti �yH.= CTY?. i zEo :•1/2 kg TAPPiNG SMS 2 X 4 X 3/6 —{ 10CC S. =, �Arp riY�.: i Sa._AN' pe•..��cN SEA:_:.NC BE Tv:EN — W:NuOV F.AwunS '' 'VT11_v i:A"r•c - ti--We A I-1/2.S t MULLION t �x pit. ?A;xI SEL 1�G S �S � TA.??iNn S74S X c 7/16 X i/E I X 2 7/1E X 3/E T* UK MU: LIC-N TL:e YtA _hN Me S.K./ i"uu'D S.H JAMB (TYP.) JAMB (TYPJ 88 X 1/2 SELF >E X 1/2 SELF TAPPING SMS ?A.PP1N; SMS TYPICAL VEP7;C� TC �CR`ZCSTAL MULLION TO MUL L iC.N ItiTERNAL CLIP bo X 1 SS'-,- �� ' TAPP.:Nc SIAS 1 _— ,v MM � —1. i i r-INSTAL-AT11'c A.4CHCnR SEALANT BETWUN I ; i i 3/i5' D[A 'A?CO.{ WINDOW FLANGES L2 X 1-!/2 SELF i I SCREV ANCrcq .?YP.1 L MULLION /+ - TAPPING SMS �, I. SECTION A —.A (7� i SI L ELs- SEALANT BETWEEN SEALANT BETWEEN I WINDOW FLANGES WINDOW FLA\GaS a8 X 1-1/2 SELF j L muLL10N L MULLION TAPPING S•4S ! se Y i-i/2 SE!- : TAPPING SMS SECTION A -A Wl SECT!Oti F-A (a) rTX 4 X 1/6 1 X 4 X 3/8 i TUBE MULLION n TU ' LION ..n,r.,ODOM. �' JaraC�Tvc { jll�T`'zr•l'�-j.�,, k8 X i/2 SELF aE X 1/2 SELF TAPPING SMS TAPING SMS SEALANT BETWEEN - SEALANT BETV% N I WINDOW FLAK ---CS WIND3V-FLA'*:S - R$ X 1-!/2 S:,: L-MULLION ..__.L M(Y'_lON_..._. TAPPING Sm.S --48 X I-1/2 SELF TAPPING SMS SECTION A—r1 w 5Er_T!ON A -A !Xi ' •. / .: 1 !/4' MIN. Q ENE--DMENT `PiEUST S to BY OTHERS AUXIL!A.R`f ?LATE CF3< AJD!TIONAL A.`C:-MRS, WHEN KOULRED: EX ER,ICR FLORIDA EXTRUDERS tr�TExxaSANFORD, INC TrrLE:SER 1000/ 1500 FLANGE SHEET 1 0E--2 VERTICAL MULLION ?NT7 HORIZONTAL SEE .OTHER SIDE ( SHEET' 2 Y 2) FOR DESIGN. PRESSURE CAPACITIES DRAWN BY: MSH-" - I APPROVED BY. DATE: 2/6% Jr 1 SCALE: N T S DWG.: 1 VMHMF LG . SEALANT RETVEEN VINDOv FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYP.) M8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES' L MILLHI N `M8 X 3/4 SELF 1000 Sx TAPPING SMS MEAD (TYP.) SECTION A -A (1) APPUES TO HEAD & SILL WHERE I • X 4' AUXINJARY PLATE DETAIL C & 2• X 4' TUBE MULUONS ARE USED *MR ADDITIONAL AMDOM MAN RCDUfREW 2000 P.v./DESIGNER SILL (TYP.) O 08 X 3/4 SELF SHEATHING TAPPING SMS 10 1 X 2 7/16 X 3/8 O_ _O TUBE MULLION INSTALLATION ANCHOR I18 VOOD /// N�La SCREV (TYP.) `•9 X 3/4 SELF IDDO S.H. TAPPING SMS HEAD (TYP.) 2000 P.V✓DESIGNER SECTION A -A (2) SILL (TYP.) fD8 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION VEEN CENTILWLL SEALANT Nm v A�pMULION� SEALANT DCTVEEN SEALANT BETVEEN VD:DOV FLANGES vINDOV FLANGES L MULLION L MULLION 2D00 P.V✓DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS \ � 1 X 4 X 1/8 TUBE MULLIIXN i8 X 3/4 SELF TAPPING SMS 2000 P.VJDESIGNER '--1000 S.H. SILL (TYP.)HEAD CTYP.) D8 X 3/4 SELF SECTION A —A (5) PING SMS /� 1 X 4 X 3/8 . / TUBE MX_LION `_#8 X 3/4 SELF ` 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) 3000 SATAPPING SMS HEAD (TYP.) SECTION A —A (3) -ECTION A —A (1) EXTERNAL MULLION INSTALLATION CLIP TVO BY VOOD BUCK BY OTHERS MILLION TO MEAD & SILL 11HERE I' X 2' DETAI 2 7/1G* TUBE MULUONS ARE LIM _ r auna�c INSTALLATIW ANOW 00 VWD SCREV (TYPJ N, CLlP LI 1/81 MIN. _ I EMBEDMENT �ENZPIENT1 �J NDa FLORIDA EXTRUDERS R 00 ��A Mu:SER. 2000 FIN SHEET 1 OF 2 - TWII HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF2) FOR DESIGN PRESSURE i<CAPAC IT IES, )RAwN BY: MSH APPROVED BY: ` - )ATE:2/6/02 SCALB:NTS DWG 2HMFINTR • 30 TYPICALUE MULLION TO CONCRETE .O JAMB (APPLIES TO JAMB WHERE 1' X 4' DETAIL B do 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.WDESIGNER 2000 P.WDESIGNER SILL CTYPJ r SILL CTYP.) CONCRETE OR MASONRY_ /� R8 X 3/4 SELF / N8 X 3/4 SELF BY OTHERS TAPPING SNS TAPPING SMS 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 INSTALL TMN AA1SC I VCHOR 33 16` DANCHOR TYP j TUBE MULLION TUBE MULLION EXTERNAL: MULLION ONE BY VOOD INSTALLATION CLIP SEALANT BETVEEN SEALANT BETVEEN HOCK BY OTHERS VINDCIV FLANGES VINDaW FLANGES L MULLION L MULLION 20M P.V./DESIGNER MULLION D8 X 3/4 SELF 88 X 3/4 SELF . SILL CTYPJ ~ 2000 S.H. TAPPING SMS 2000 S.H. TAPPING SMS HEAD CTYPJ HEAD CTYPJ II8 X 3/4 SELF — SECTION A —A (1) SECTION A —A (2) TAPPING SMS 2X4X3/6 TUBE MULLION Q ��, �•®'�r• SEALANT BETVEEN F�--11/4• MIN. `�'{�.'r��g�i VINDOV FLANGE _ EMBEDMENT _ AV.+ i ass"""__ • L MULLION �# M8 X 3/4 SELF A SEALANT BETVEEN TAPPING SMS _.__.. VINDOV FLANGES L MULLION 2000 S.H _ 2000 P.V./DESIGNER 2000 P.W./DESIGNER HEAD CTYPJ !. SILL CTYPJ SILL .CTYPJ M8 X 3/4 SELF " ' Ct8 X 3/4 SELF SECTION A -A (5) TAPPING SMS TAPPING SMS `1 X 4 X 1/8 1 X 4 X 3/8 ELEVATION TUBE MULLION TUBE MULLION VIEWED _ FROM EXTERIOR ::11SEALANT BETVEEN FLORIDA! EXTRUDERS IIQTwA"ONAL, 'Nc vINDDv FLANGES SANFORD, FLORMA L MULLION- -_. _. TITLE: SER. ,;;20�].Q,.FLANGE SHEET- 1,- OF'-. 2 , TRIPLE HORIZONTAL MULLION',SECT.IONS II8 X 3/4 SELF X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE ( SHEET 2 OF 2) FOR HEA (T . 2000 SA DESIGN -PRESSURE'-CAPACITIES-, HEAD CTYPJ SECTION A -A (3) SECTION A —A (4) 18 $ DIL TWN HY: MSH ; wig f:. 20 DATE:2/6/02 s . - ,.., cerE:�NTS�-- Dtrc.. 2HMFLGTR. — . .9 2000 SA I X 2 7/16 X 1/8 2000 Ski. 1 X 2 7/16 X 3/8 JAMB (TYPJ 1 TUBE MULLION JAMB CTYP.)� TUBE MULLION s . to X In SELF TUBE AWON TAPPING SM DETAIL C TYPICAL. VERTICAL TO HORIZONTAL MULLION TO MULLION 1NSTALLATD INTERNAL CLIP —1 IX OR 2X MULL SEALANT BETVEEN SEALANT BETWEEN y — +o w +-aic acu 'SMS JAMB CTYP.) a'Mu.LmN ee x i-1/2 SELF tL10N -- IX OR 2X MULL TAPPING SMS c DETAIL 8 •8 X 1/2 SELF SECTION A —A ANCHOR (1) SECTION A -A (2) TAPPING SINS IN DAIATIONP CON SCREW ANCHOR cnP� 1 X 4 X 1/8 1 X 4 X 3/8 SILL CLIP TUBE MULLION ` TUBE MULLION Q 2000 S.K 2000 S.H. / SEALANT TWEEN' t8 X 1-1/2 SELF 1 1/4• MIN A.E.v1NDOV FLANGES TAPPING SMS EMBEDMENT JAMB (TYP.) JAMB (TYP.) t MULLION Q SECTION A —A PRECAST SILL BY OTHERS AUXILIARY .PLATE B8 X 1/2 SELF to x 1/2 SELF � CFDR ADDITIONAL ANCHORS, WHEN REQUIRED) TAPPING SMS TAPPING SMS EFTA S SELABETWEEN sEALANT BETWEEN De x 1-1/2 SELF 1 FLANGES WINDOW FLANGES TAPPING SMS t MULLION #8 X 1-1/2 SELF t MULLION A A TAPPING SMS r MULLION SECTION A —A (3) - SECTION A —A (4) 0 #0 SELF TAPPING SMS tTYP. DETAIL I ELEVATION VIEWED FROM EXTERIOR INTERNATIONAL, INC FLOOD. FLORIDA EXTRUDERS �NF SAORD -nOPMi -cEwwllL�_ _ Tru: SER.. 2000 FLANGE -' S_HEET, I' OF 2 MAN 5 VERTICAL MULLION INTO HORIZONTAL oRl 17 SEE OTHER SIDE: (SHEET -2 .OF 2) FOR,: DESIGN,PRESSURE CAPAC I T�I ES : 18 , 2002 IDRAWN BY: JBH I APPROVED BY. . .. DATE:2/2/02:.. SCALE:NTS... DWG.:.'_.2VMFIklFLG :� fs SEALANT BETWEEN WINDOW FLANGES t MULLION �+E AUXILIARY P y�LATE 1T F F L o� u vA • �lV• �• • TOR ADD17JDNAL Noom. ww" REou1RED> DETAI (ZNT S O Mi ANUFAGNTIa cR N% 20M P.V./DESIGNER MULuoH 2000 P.W./DESIGNER0 SILL (TYP.) SILL '(TYPJ #8 X 3/4 SELF NB X 3/4.SELF TAPPING SMS TAPPING SMS . Ix27/16X1/8 1X27/16X3/8 TUBE MILLION TUBE MULLION A SEALANT BCTVEEN/l a \--#8 x 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES t MULLION. a MULLION 2000 P.V./DESIGNER r SILL (TYP.) 11 NB X 3/4 SELF TAPPING SMS IX 4X1/8• TUBE MULLION N8 X 3/4 SELF 10D0 S.M. TAPPING SMS HEAD (TYP.) , SECTION A —A (3) TWO BY WOOD BUCK BY OTHERS APPLIES TO HEAD & SILL WHERE I' X 4' & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 18 WOOD SCREW (TYPJ ,---.,EXTERNAL MULLION INSTALLATION CLIP MULLION nEMIBEDIEMN -A2000 P.W./DESIGNERSILL (TYP.>M8 X 3/4 SELF1DDO S.H. TAPPING SMS M8 X 3/4 SELFHEAD (TYPJTAPPING SMS 2 X 4 X 3/80 �SECTION A -A (2) TUBE MULLIONflEYY♦,14B SEALANT BETWEEN VIEWED' FROM EXTERIOR . MULLION FLANGE L DETAIL B. APPUES TO HEAD. &.SILL WHORE 1' X 2' . MULL ., ..._.. 1'-X 2 7/16'...TUSE MULLIONS ARE USED TALLATION ANCHOR "- -18 WOOD SCREW (TYP.) 2000 P.W./DESIGNER M8 X 3/4 SELF \-HDRIL CLIP SILL (TYPJ' TAPPING SMS 68 X 3/4 SELF TAPPING SMS -1000 S.H. SECTION A (5) 1 Val MIN 1 X 4 X 3/8 HEAD (TYP.)EHICDHENT TUBE MULLION WC FLORIDA EXTRUDERS nsanim, noNAL, mA _ snxFoxO, t�:oxlDn T=: SER. 2000 FIN SHEET 1 OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR IIa x 3/4 SELF : . DESIGN PRESSURE CAPACITIES 1000 SFL TAPPING SMS f. EB 2W2 HEAD (TYP.) DiiWNN BY: MSH APPROVED, BY - SECTION A —A (4� DATE:2/6/02 SCALE: NTS D1►c.:: 2HMF INTW 2000 P.V✓DESIGNER SILL CTYPJ p8 X 3/4 S0.F TAPPING SMS j� 1 X 2 7/16. X 1/8 F�—1 / TUBE MULLION N SEALANT BETWEEN SEALANT BETWEE VINDOV FLANGES WINDOW FLANGES t KAAMH t MULLION N--R8 X 3/4 SELF -2000 SR TAPPING SMS HEAD (TYPJ SECTION A -A (1) TYPICAL MULLION TO CONCRETE O JAMB' (APPLIES TO JAMB WHERE 1' X 4' DETAILQ & 2' X 4' TUBE MULLIONS ARE USED) - CONCRETE OR MASONRY = i 20DO P.VJDESIGNER BY OTHERS SILL (TYP.) 08 X 3/4 SELF TAPPING 1 X 2 7/16 X 3/8 TUBE MULLON 88 X 3/4 SELF . 2000 S.H. TAPPING SMS HEAD (TYPE . SECTION A —A (2) SEALANT BETWEEN WmmV FLANGE IaaAj.faACTURER Nam..M F�vRioa rr'7-9 (IDEAS -Lusm # SEALANT BETWEEN VWOV FLANGES ... - - L MULLION 2000 P.V./DESIGNER 2000 P.WDESIGNER SILL RYPJ r SILL CTYPJ a X 3/4 SELF / N8 X 3/4 SELF TAPPING SMS TAPPING SMS IX4X1/8 1%-4X3/8 1 ITUBE MULLION ra A I _- /TUBE MULLION T - SEALANT BETWEEN VINDOV FLANGES t MILLION #8 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 2000 S.H. HEAD (TYPJ HEAD (TYP.) SECTION A -A U3) SECTION A —A (4) INSTALLATION ANCHOR 3/16' DIA 11 TAPCON =REV ANCHOR (TYPJ ONE BY VOOD � .EXTERNAL MULLION INSTALLATION CLIP BUCK BY OTHERS Q .. .. _MULLION 2OM P.V✓DESIGNER SILL CTYPJ 48 X 3/4 SELF TAPPING SMS 2X4X3/8 Q TUBE MULLION L1 1/4' MIN. EMBEDMENT A 88 X 3/4 SELF L+ A TAPPING SMS 2000 S.H HEAD CTYPJ SECTION A —A (5) = - FLFVATION VIEWED FROM -EXTERIOR FLORIDA EXTRUDERS ws EalloRD'ox,aL, INC D)A ANFRDFLORIDA ThM- SER., 2000 .: FLANGE` SHEEN ;1 OF-2' TWIN HORIZONTAL MULLION'' SECT IONS ' _ SEE OTHER SIDE ( SHEET -2 OF -P - FOR DESIGN_ PRESSURE. CAPAC.I TIES ;. 1 F Bm bRAwN Br:MSH _. APPROVED.-W , .. SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY TE APPUES TO HEAD & SILL WHERE I' X 4' TM ADDITMN& ANOOM WHEN REMAREW & 2' X 4' TUBE MUWONS ARE USED AI CENTRAL FLORIDA R.O.A.F. SHEATHING RAMNACTURR NAM: o -o E4 oR/y>f— MA9= FM # 7 PULL �- INSTALLATION ANCHOR 68 WOOD 0 SCREW (TYP.) 2000 P.WDESIGNER 20DO P.VJDESIGNER SILL (TYP.) SILL (TYPE EXTERNAL MULLION 68 X 3/4 SELF N8 X 3/4 SELF q STALLATION CLIP TAPPING SMS TAPPING SMS, TWO BY WOOD BUCK BY OTHERSF:!!! 1 X 2 7/16 X 1/8 1 X 2 7/16-X 3/8 TUBE MULLION TUBE MULLION MLIlLION SEALANT BETWEEN WINDOW FLANGE L MULLION S .: - I ncr.n �_:...� —Dcun ■ `08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP-) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDW FLANGES WINDOW RANGES L MULLION L MULLION 2000 P.V./DESIGNER SILL (TYP.) N8 X 3/4 SELF i r TAPPING SMS 1X4XVS TUBE MULLION /4 SELF ING SMS .HEAD CTYP� -.. SECTION A —A (2) SEALANT BETWEEN VIMDOW FLANGE L ►RLLION 2000 P.V./DESIGNER SILL (TYPE 68 X 3/4 SELF TAPPING SMS `lX4 X3/8 / TUBE MULLION ,,- fi8 X 3/4 SELF `-68 X 3/4 SELF SA TAPPING ,$KS - 1000 S.H. TAPPING SMS (TYPE HEAD (TYP.) A —A ACTION A —A (4) 2000 P.V./DESIGNER 1 SILL (TYP.) L— A / 08 X 3/4 TA TAPPING SMS �j 2X4X3/B TUBE MULLION 1 1/8' MIN. FFF+++--- EMBEDMENT ELEVAnoy wEWEO FROM. EXTERpR . DETAIL B APPLIES 70 WJ0 k S9.L WHERE 1' X Y 6: V X 2 7/16' TUBE MULLIONS ARE USED SWAT04 Z ALLATION ANCHM SFCTION A —A (5) w 100D scRc" NDRt1 CLIP . 68 X 3/4 SELF .. TAPPING SMS \ 1000 S.H. t w HIM. HEAD (TYP.) EMBEIIIENT FLORIDA EXTRUDERS. mFoR ° nomA TPPLE:SER. 2000 FIN SHEET I ,OF 2 - 1 r/ HORIZONTAL'MULLION SECTIONS vV SEE OTHER SIDE (SHEET 2 OF. 2) FOR DESIGN PRESSURE. CAPACITIES. a 2002 DRAWN BY: MSH APPROVED.BY DATE:2/6/02 ISCAL&NTS •. DWG.: -2HMFIN - �S SEALANT BETVEEN VINDOV FLANGES t MULLION 2000 P.V./DESIGNER SILL (TYPJ Nt8 X 3/4 SELF TAPPING SMSI 1 1 X 2 7/16 X 1/8 TUBE MULLDAN TYPICAL MULLION TO CONCRETE O JAMB (APPUES TO JAMB WHERE 1- X 4• DETAIL B & 2' X 4' TUBE MULUONS ARE USED) Q SEALANT PETVEEN VDVDOV FLANGES - L MULLION 2000 P.V./DESIGNER r SILL (TYPJ / N18 X 3/4 SELF TAPPING SNS IX27/16X3/8 TUBE MULLION t8 X 3/4 SELF %8 X 3/4 SELF 2000 S.M. TAPPING SMS 2000 S.H TAPPING SMS C HEAD (TYPJ HEAD (TYPJ SECTION A —A (1) SECTION A —A (2) SEALANT BETVEEN VDrDOV FLANGE t MULLION A g®• VINDOV FLANGES � � VINDOVTFLANGES t MULLION ..L MULLION . 2000 P.V✓DESIGNER 2000 P.V✓DESIGNER SILL (TYP.) SILL (TYPJ *B X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS TUBE MULLION I Jim USE MULLION CDNCRETE OR MASONRY'1 BY OTHERS \ INSTALLATION ANCHOR 3/16' DIA TAPCOPN SCREV ANCHOR (TYPJ ONE BY VOOD EXTERNAL MULLION INSTALLATION CLIP BU_ CI( BY OTHERS " MULLION 2000 P.V./DESIGNER SILL (TYPJ �#8 X 3/4 SELF TAPPING SMS _ - 2X4X3/8 TUBE MILLION Q L1 1/4' MIN. EMBEDMENT . 1 ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS � A7•tLO INC ,SANFORD, FFLORIDA -*.. TM-E: SER. 2000 -FLANGE SHEET, ,l OF:; 2 :.'��' •.S HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET-2 OF 2).::FOR DES IGN`PRESSURE-CAPACITIES° w DiUWN BY: MSH APkovEI .- DATE:2/4/02 -• sow.t:NTS-T D1fG.:=•,2HMFLG ay 2000 SA 2000 S.H. JAMB (TYP.) 1 X 2 7/16 X 1/8 JAMB (TYPJ TUBE MULLION 08 X 1/2 SELF TAPPING SMS �. SEALANT BETWEEN VINDDW FRAME t MULLION 09 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) TWO BY WOOD — BUCK BY OTHERS DETAIL C 1 1/8, MIN. EMBEDMENT 1 X 2 7/16 X 3/8 TUBE MULLION 2 X 4 X 3/8 TUBE MULLION \ — SHEATHING 18 X 1/2 SELF INSTALLATION ANCHOR #8 WOOD TAPPING ,SMS _ SCREW tTYP� EXTERNAL MULLION : INSTALLATION CLIP 2000 S.K. MULLION JAMB (TYP.) -- APPLIES TO HEAD do SILL WHERE 1' X 4' k 2' X 4' TUBE MULLIONS ARE USED 08 X 1/2 SELF APPLIES TO HEAD do SILL WHERE 1' X 2' TAPPING SMS & 1- X 2 7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DET08 WOOD SCREW AI (TYPJ SILL CLIP CYNaR-4L F1K/ilMA B.0.A.F. SEALIWT BETWEEN 18 X 1-1/2 SELF WINDOW FLAMGES 1 1/8, MIN yL4WACTUTM NAME: TAPPING SMS L MULLION -' EMBEDMENT 1X4X1/B 1 XL 4'X 3/8 TUBE MULLION - -TUBE MULLION n _ SEALANT FRAMEBETWEEN _ ViNDDV i MULLION 08 X 1-1/2 SELF TAPPING SMS SECTION A —A (2) ZD00 S.M. 2D0o SA JAMB (TYP.) JAMB tTYP.) 08 X 1/2 SELF 08 x 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINWV FRAME. i MULLION ; L MUUDN 88 X-1-1/2 SELF_ _._ 06 .X 171/2 SELF TAPPING. SMS TAPPING. SMS SECTION A -A (3) SECTION A —A (4) SECTION A —A (51 SNEAnroc WOOD, FRAMDL 08 SELF T _ ._..._ , AUXILIARY PLATE (FOR ADDITIONAL -ANCHORS; WHEN REOULRED) 0 SMS (TYPJ . DETAIL B MULLION ELEVATION _ [) VIEWED'ROM EXTERIOR _ :: .. L• u TERNATTONAL. INC ,• . _ t, . - _ FLORIDA' EXTRUDERS sANFoRD, FLORIDA SER: ' 2000' F IN SHEET 1 OF 2 6r, VERTICAL .MULLION_ SECT.I ONS SEE 1 OTR SIDE DESIGNHPRESSURE<CAPACITIEOS -2) -FOR DRAWN BY:MSH ""' APPBO$='By- • DATE:2/6/02 SCALE NTS DWG:: 2VMFIN 2000 S.H. IB (TYP.) ONE BY VOOD DETAIL 1 X 2 7/16 X 1/8 $1 X 2 7/16 X 3/8 j BUCK BY OTHERS TUBE MULLION JATUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIN. Q BY OTHERS Q EMBEDMENT © 48 X 1/2 SELN8 X 1/2 SELF T-- TAPPING SMSTAPPING SMS I A INSTALLATION ANCHOR 3/16' DIA.` _ TAPCDN SCREV ANCHOR (TYPE EXTERNAL MULLION INSTALLATION CLIP 2'X 4 X 3/8 TBETWEEN TUBE MULLION _ VINDOV FBETWEE INVD�DQ FWIGES TYPICAL MUWON TO CONCRETE O HEAD L MULLIONL `--48 MULLION —1/2 SELF 2000 SJi - MULLION (APPUES TO HEAD.& SILL WHERE I' X 4 X 1-1/2 SELF JAMB (TYPJ X 4'TUBEMU dc.,,2'., MULLIONS ' ARE USED ) TAPPING SMS TAPPING SMS _`_ .... SECTION A -A (11 SECTION A -A (2) DETAIL B •8 X 1/2 SELF TAPPING SMS .. _ ._. ...- INSTALLATION ANCHOR 3/16' DIA. TAPCON IX4X1/8 TUBE MULLION 1X4X3/9. `TUBE MULLION SCREW ANCHOR (TYPJ I]u 1, - T�li�illr` SILL CLIP *8 X 1-1/2 SELF SEALANT -BETWEEN Q TAPPING. SMS VIND W-FLANGES Q EMBEDMENT L MULLION ::.. SECTION A=A (5) DETAIL C PRECAST SILL 8Y OTHERS _.: . �. .. .. _ ZIUXILIARY'Pi:AI'E s8 X 1/2 SELF TAPPING SMS WINIM FLANGES WINDOW FLANGES 6 MUWYIN L MULLLION #8 X 1-1/2 SELF 118 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (3) SECTION A -A (4) MAN, UT -NAA • UA9= FRO .(FOR ADDITIONAL ANCHORS WHEN REQUIRED) - wo SMS (TYPJ jIE181LI MULLION ELEVATION 0 VIEWED FROM EXTERIOR FLORIDA: EXTRUDERSIIVTERiVATtO)YAI•. ;INC rloR»a VERTICAL MUL ION SECT I ONS -A j f SEE OTHER., S-I DE {;SHEET. -2 OF '2)fPR 19 32t DESIGN PRESSURE CAPAC-ITIES,- DRen BY: JBH x 4PPR09ED• -BY z > r - f 2 A IIIIIIIII] n I oPTION.A S5B cTES ARABLE 1 A 1 a• ACRTUC "' O ( SECiIDN B-B) i i 01111110, y1111110 Y'1111114 y C - 11(w7ll� 3 (S) NTERTAEONTC SIRES fOrtR le' RIDE DOOa. llti ��7ae.DNEsnc (ALONca�) �IIIIII� �IIIIII� WIFIM-011�7I 2 1 REVISIONS E: I DATE: ECN NO. I APPVD: I DESCRIPTION 11/00 MWW OTY (1) WAS (2) FOR TRACK BOLT `20 W . DO Mn ATTACHED TOO{-.pC 515R11�F2- STENORTZOWT TRACK SUPPORT) DOOR NSTALLCR (TO (roP, BOTTOM a DENTEA) �YKW b' :rLV. STEEI. FUG 9RAUCEi.IEHFD TO WOOD JAMB REWLISTED'.I_5/e' W000 1AG SClIEWS.LOW DOUBLE ,TUCY�" tAI e4TORR00AN KAVARAQE A5 AN OPNEW��LK2@ T 1'STEEL 1R.CN,CN TTACKNESS:.oeo'eX D.12 G GLV. $,m ,RNCK BRACKEt BRAbtE72 PER 4DE.REPORT#9606C�""` T�RAICK NOfO20MAl ]' BMS 20 GA 2-V-8M5. 1 -2 U-N -1 � PA71T7N PE fYq U-lMRS OR BOrtOv SECTION, ONE U-BARS ON NE)R SECTION. RC.) LOCATION Of OPTIONAL YEN1S A OF•IIOI/AL ONSIDE KEYED LOCK POSITION wK. DODO WIDTH le'-0• IlSWLIIEyA00tlS WTI i DOORS LP TO 7'-0" HIGH CONSIST OF ((.) $ECTONS 2(ND"N)). FRONT 1 2 J UG SCREWS CH 19 CO11ER5. 1 0.0. 1RL BOORS OVER T-0' NKr CONSIST Di (S) SECTIONS (Ibi 57NDY111 . FRANf WITH U.Y. F,AARR REOIARED. Wi $CREWS wT BE 00I1 TRNK COAIRNC ON OUTSIDE SURFACE Itur NOT TIEplliEp) TO Plq.gE A FULSN NOUNTB6 SIl6ACE. HOR120NTA AVIBS DD HOT TRANSFER LOAD. 2.6 YELLOW -1 r- 2- THICK YELLOW PINE 25 G MN. STEEL SKIN COATED MM G-w 111N. CALYANZNG. flAKCD-oN PRNER, All Al POLTESIEN TOP COAT APPLL[D TO BOM 4DE5 OF STEfl SKw. SHIP W JOINTS . 10 CA CIA $ILLL NTH. YERD STRCNCM: 50 KST 113"I- I-7/e• t== r MOLDED WIDE 1/11PABTt2ME UTE RETAINER SECTION a -a 0e.3/.' PAN HEAD SCREW - 12 G rxv. SIEII 1RAd (10 SCREWS PER LITE)LAG sm W., ANtlNORS ON 21 RT OeK s/1 DR2.•Ct)1IER5L000P9Me.(ORPER TRACK BRACKETSNAP TCH iMC011 SCaEWS bN I7-I/2• /e' SHEET NE'f'fA SCREWS @�:TA/P,;.',/4' REWWG SCREWS. 11 L F�I1 �HINf c K f _ Ni7p�s W]It 1R" n.� ..r. STOP rOuLom ar DOOR INSTALLER (TO AnT) _ r20 G NTH. CALV. STEEL END STU 20 G GALV. STEEL INTER. SIRE 12 G GAY. STEEL top u EWA= �. �prtAS FeC1.U0EO W�DIN (2.000 / 1 `7/l e" IA. ROUND PVSNNET— ONTO mAP LATCH TRACK. f/ L Te G C.V,v. STEEL CCNIER Na" ROLLER BiRACKCTI EACH ONE SNM UTCN ON a A^"'^"'• ' Ob. If/. NALIFR p[gINED fA57ENER (ONE PFR R04E7i) BRACKET ARACNED W/(.) MYN rAPCONS. ANCHORS wr BE COIFOEA$Uw( 2' GACv. 51EEL iwCN fASTF]NEET TO EASIEREp To INTER. STKM rNa INO/e' SHEET PETAL INTER. STILE EACH SIDE Of DOOR. 12 G CALv. S1E7], iRAfJI BRACTIE7T. iAS1ENED TO ENDaSTIt[S E�CHNw/�i) )1.+5/e" SHEET WYST xREWS. (ear NDT aEaARED) ro PRONOE A FLLLSN 1RACJt ArtACLIED To EACH eRAo¢T II ( ANDAL LTRANSFER DACE. 1/oR12OfIbL AVNBS DO Nor wITH ONE 1/.'.5/e' BOLT A NUT (1) isErse iAPPNc EW$ MR END NyICE. OURIDEHKEYED e D E1 OR TWO 1/4- DIA ftETS, . G C STEEL END EHD END MNGE. EACH STILE SME 2" OIA SHORT STEM. ILL aALL STEEL ROLLER, FASTENED�(TO ENO SHEET M. 1..5/e" LATER. JN19 [ONFYtw.ew. WAK WESICRnCLD. P.E. A (.) I/.'.3/.' SELL bSKTC IuwxE STRL PBLPeBA00d OP JAewt aY 011NFRs crrnnN " /Ae.95 TLORN P C. ��ISIOf. NMa InCK LOCK B•R NORTH CAROL— P.E. 023e72 TAPPING SCREWS. t .T_ I bN I �T. FNUCE$ N ov1SIDE ' T EACHSIDE eE a THEs nEapas TE ,GIN LOADS: +24.0 PSF & -24.5 PSF ]' TAu . 20 U GALv. STEEL u-eves END SUOE BOIr TUNOtE OF 0". RECORD FOR llff B1.NDRIC OR SRR7CIURE AND N ACCORDANCE TEST LOADS: +36.0 PSF & -17.0 PSF N A 2-I-2-1 PAr1EAN ((I.E. iM0 U-BAR$ SIRE LOCK ENUDES MRII CLIRREIIf� CODES f011 IA1A05 LISTED ON UON SECTION, ONC UZ ON NEXT INTO vow -AL 1Ttl5 DRAWRK. aROlvt l A".NLS NC SIGIm M 11.0 MTH ETC.)). EACH U-BAR SCREWSATTACHETRACK, ONE TgTKL AN#a SfAt LDWPTs). PART NO.: - PER 1 .'.LOCA ffV GPPNG SCREWS UMIn SbIM OtlIerNA9I PER LDG,ION. a six `"°'^'°' IDEAL J11 i-o A Haile 202 OF DOER. w w a P�RDucTSM. TOLERANCES P� GR1410 I- 3- 1-4= Id NP. 1-513-762-Ee00 .0 1.03 eaeL�TlOV OaWBT. Fa N". I-51l-)bi-3519 1ncK °�10A1 /� 1 R• PoW e.N.a Few.N„ •OD . 1.015 DESCRIPTION: MODEL 6RST Wa 16-0 A 8-0: 24 13 G GAv STEEL eOnON BRACKET ove aHae "N" r..VR in .000 . t.00S /-24.5 DESIGN LOAD AnAaNcp MM (2) IIN•5/e' sNEn uL7rL SCREWS. "'b 'A M �TM � A/ r ' �� IeNNa lve9 mN.rN". 0000 . J. DRAWN BY: BMM DATE: 4/18/00 SCALE: NITS Third Angle Degrees ' ! I/2' CHECKED BY MWW DWG. B 4 3 uAA"s Slated D1herMom DATE: 4/18/00 SHEET T OF 1 SIZE Projection - DBMS ARE w Np1E5. DWG. NO.: 102118 REV. NO. I N 2 IED C A _ 4 MODEL 6RST (25 GA. STED KIN) MODEL 4RST (24 GA STEEL SKIN) 3 OPTIONAL DSB GLASS OR LISTED 12ACRYUC UTES AVAILABLE ( E SECTION 8-8) 20 GA. MIN. ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM A TOP, BOTTOM h CENTER). ! E ® REPORT#9606C 9d 25 GA. MIN. GALV./ LOCK POSITION ( SIDES STEEL SKIN COATED WITH A BAKED -ON PRIMER. TWO POINT LOCKING AND A BAKED -ON POLYESTER 7OP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3• TALL x 20 CA. U-BAR (50 KSI) PER DOOR SECTION. 4 M- I OPTK7NAL VENTS .—.-� A OPTIONAL OUTSIDE KEYEO LOCK POSITIO MAK. ODOR VROTH Et _ FA REVISIONS I I — I II/w I - ) MWW ) OTY (1) WAS (2) FOR TRACK 801-T Y THICK 3' TALL U-BAR 20 GA. DALY. STEEL 1�3.r 1-7/8• 16 G I;ALT. srTa TOP ROU.0 fiRACNET. EApI WACKEY ATTACH M W/(J) AL -SHP W JOKM 3' TALL x 20 cA CALV. STEM U-eAR. ONE V-SAR PER SECMK EACH U-" ATTACHED TOO SCRLIYS PER 4 xg S: SEIf TMPf10 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 CA. GALV.STEM STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16•xf-5/8' WOOD LAG SCREWS. UM' DOUBLE TRACK TRACK CONFI RATION LOW HEADROOM IS x AVAILABLE AS AN OPTION p DOOR g HEIGHT 2" GALV. STEEL TRACK, 6 -6 70 7 -0 6 1• MIN. TRACK THICKNESS: .060• - O x 8 -0 BS = ttP. 2-1/2"x 12 GA. GALV. STEEL TRACK BRACKET. z O (4) TRACK BRACKETS PER SIDE. SIRE' LHR TOP BRACKET LiDODUBLKE HORIZONTAL TRAC FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE D9U8 MAC 0 DCA1_ JA118 ATTACHMENT W000 FRAMF q DINGS) 13 CA G4LV. STEEL --% LOW HEADROOM OPTION 1/4•x3/4• SELF 1 2 .0 LAC SCREWS CN 244 CENTERS. 1° 0�-D�. MIN. �I 'y O n TAPPING SCREWS. WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK ALUAANUM OITRUSIOH SSB CLASS OR� OPTIONAL 10 SCREW 14 GA. END HINGES ILLA INTERMEDIATE HIND (� NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING k Uh0N WFEnRUSDN T/8 ACRYLIC UTE WINDOW LIT NEW •B. yl EW .C. SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOADverm WINDOW IT SECTION 2x6 YELLOW PINE JAMB 12 CA. GALV. STEEL TRACK BRACKETS FASTENED TO WDDD JAMB WITH ONE 5/16'xi-5/8" LAC SCREW PER TRACK BRACKET, 2" GALV STEEL [RACK FASTENED TO 2 CA. CAL-V. STEEL TRACK BRACKETS.. TRACK ATTACHED TO EACH BRACKET WIF14 ONE 1/4-x5/8- BOLT & NUT OR TWO 1/4• DNA. RIVETS. END SUDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE CEK1F BDL fBD;T LOCK OPTION NOTE 11: DOORS UP TO 7'-0• FNGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0• NIGH CONSIST OF (5S SECTIONS (NOT SHOWN). STOP MOULDING BY DOOR INSTAU£R (TO SUIT) /- 20 GA MIN. GALV. STEEL END STILE 20 CA. CALV. STEEL INTER. STILE A -A LSID NEW) vi'RTIC-•i 4LMB MEN L: !r_ /8x3/4• PAN HEAD SCREW CONCRETE C III MOLDED INSIDE (10 SCREWS PER UTE) END 3 8 x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH UTE RETAINER STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR 1/4•x4• TAPCON SCREWS ON 24• CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INTE SNAP LATCH ENGAGES STIL ONTO VERTICAL TRACK. INCLUDED WITH SLEEVE ANCHORS. 1. O.D. MIN. WASHERS REOUBRED ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE EACH SIDE OF DOOR. i, (BUT NOT REOUNRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OUTSIDE TRANSFER LOAD. HANDLE 18 CA GALV. STEEL CENTER HINCF. FASTENED TO INTER. STILES W 4) 14 GA. GALV. STEEL ROLLER 10NGES 114.5/8• SHEET METAL SCREW$, /FASTENED TO END STILES EACH W/(4) L4) * SHEET mUAL SCREWS AND 1/48x3//4' SELF TAPPING SCREWS PER ENO HINCE. PREPARATION QF IAMBS BY OTHERS- �2" DLA SHORT STEM, 10 BALL STEEL ROLLER. ,LAMB CONFIGURATION SECTION NOTE 7 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS j SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND R4 ACCORDANCE WITH DRAWING BUILDING CODES FOR WESTERFIELD, P.E. S DRAWC R THE LOADS USTED ON FLORIDA P.E. /48495 NORTH CAROUNA P.E. 123832 L 4 1 3 OUTSIDE KEYED RANDLE END STU INSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED IM DESIGN LOADS: +25.0 P.S.F. k -32.0 P.S.F. SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. h -48.0 P.S.F. auk aA_.ncs rs: soeD n au He> a caar� r' ouAasM"" m tAdus Slated Otn..be TOLERANCES . IDEAL 312 M°led =t 5u1°'� — Gncinw6. a1 45202 .0 1.03 TA R°. I-513-T81-4560 tYa1�S011 aOr/L Fu NO. I-513-762-3519 rb.newt b xAwee .' —ft t. "sYoi�M -00 . t.013 .000 . t.003 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD ydNe. lance . ,q e.ne.e. ODDD . :.001 1/2 DRAWN BY: BMM DATE: 4/ 18/00 SCALE: NTS DWG. Tlwa Angle CHECI�D BY: MWW DATE: 4/18/00 T� SHEET 1 OF t SIZE 1_J Pmiecu— + - ON.. Staled OUwwbe DWG. NO.: 102137 REV. NO. t DP+OISIOHS ARE RI RICHES.' ❑c C 7 A PLOT PLAN 3 DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 20 SOUTH' ANGE 31 EAST; THENCE N89'31'41"W A DISTANCE OF 670.06 FEET 10 THE POINT OF BEGINNING; THENCE S00'28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 60.00 FEET; THENCE N00'28'19"E A DISTANCE OF 115.00 FEET; THENCE S89'31'41"E A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 4 0.16 ACRES t. NOTE: TRACT "E" POINT OF WE DO NOT ACCEPT RESPONSIBILITY FOR MAINTENANCE & ACCESS COMMENCEMENT ANY ERRORS THAT MAY OCCUR FROM THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE USE OF THE UNRECORDED / PROPOSED 60.00' , NORTHEAST 1/4 OF SECTION PLAT THIS PLOT PLAN IS BASED ON. r \sue 18-20-31 S89'31 41 "E 6.0' W PROPOSED o a, LOT 9 0-CIO •— O O 6. Z 10' SCREEN WALL EASEMENT PROPOSED LOT 10 v + ORAINATGE TYPE A V' I � i I PATIO I 4&0' I I I i 48.00' 1 PROPOSED I 3338 FINISHEELEVA7ON L02 20 -Z�Qj 10' UTILITY COVERED ENTRY n b 1 10.3' 18.7• EASEMENT N89*31'41 "W 60.00' � a 72.85' PT S89'31' 41 "E 6.0' t- 6.0 •. 1'41"W 6 POINT 0F BEGINNING PROPOSED LOT 11 1" 30' GRAPHIC SCALE 0 15 30 ;II �I-0 �10 N 1 ill bIN OI NI 480.39' - '--- - — 953.24v--- - - -- - - ---- - PC MAGNOLIA PARK TRAIL CENTERLINE OF TRACT "A" RIGHT OF WAY OF PROPOSED MAGNOLIA HT OF WAY OOR �131G� VA1t 1 N BUILDING SETBACKS �—%" �mI-'N\ f E C�0� REAR: 2 v I C �Aca� ROAD UNLESS CORNER: t5"� AD `;;� ppROVED PARK LOT 10 CONTAINS 6900 SQUARE FEET t THIS STRUCTURE CONTAINS 2029 SQUARE FEET i TOTAL CONCRETE 875 SO. FT. i TOTAL SOD 3996 SQ. FT. t UTI-i-- LEGEND — — — BUILDING SETBACK LINE MLW PREPARED FOR: _-- -- CENTERLINE ROB RIGHT OF WAY LINE FCC D.R. HORTON �Xx�%X PROPOSED ELEVATION POC J' PROPOSED DRAINAGE FLOW OR FD 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE A PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L C B LS LAND SURVEYOR PC PR PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC THIS PLO? PLAN IS INTENDED FOR PERMITTING PURPOSES (P) (M) PER PLAT MEASURED PT TYP ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (CALC) CALCULATED A/C THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FND FOUND CBW LIST FOR CONSTRUCTION. C/W CONCRETE WALK SIDEWALK RP ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA CPW CONCRETE PAD R CS FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES BOOK ONLY.THIS PEI PLAT R W IS NOT A SURVEY NG NATURAL GRADE ORB THIS IS A PLOT PLAN ONLY SO FT. SQUARE FEET 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 & ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. I BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHERLY LINE OF LOT 10 AS BEING S89'31'41"E PER PLAT. (FIELD DATE: ) SCALE: 1 = 30 FEET APPROVED BY: WRM REVISED: AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 MINIMUM LOT VA0114 POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELIA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT -Or -WAY OFFICIAL RECORDS BOOK 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT -AS SHOWN, 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM40159 DRAWN BY: 2-1 FOR TrIE r FIRM WILLIAM R. M SCATELLO JR. PSM#49 8 DATE FORM: 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A P )ect Name: 3338 REVD _ Builder: DR HORTON Address: 11A ?' K P_i, A W K.. l e.A i t_ Permitting Office: City, State: `aAQR3 P-�, P _ Permit Number: Owner: V).V . \ Qt -NVO Jurisdiction Number: Climate Zone: Central 1. Nc•N construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap: 36.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.05 6. Conditioned floor area (ft2) 3338 ft2 c. N/A 7. Glass area & type a. Clear - single pane 461.0 ft2 _ 13. Heating systems b. Clear -double pane 0.0 ft2 - a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft2 b. Electric Heat Pump Cap: 36.0 kBtu/hr _ 8. Floor types _ HSPF: 7.65 _ a. Slab -On -Grade Edge Insulation R=0.0, 151.0(p) ft _ c. N/A _ b. Raised Wood, Post or Pier R=11.0, 554.02 _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 660.5 112 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 1559.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 335.0 ft2 _ _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1988.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 42947 PASS Total base points: 46296 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: \-)6 Ak2 DATE: 03 - M I hereby certify that this building, as designed, is in compliance with the Flop"Energy Co OWNER/ A N :1de DATE: Pb Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: V. EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FGLASSPESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3338.0 25.78 15489.7 Single, Clear S 1.0 16.0 39.0 44.66 0.99 1731.3 Single, Clear E 1.0 18.0 72.0 59.31 1.00 4255.3 Single, Clear E 1.0 16.0 97.0 59.31 1.00 5732.8 Single, Clear W 1.0 16.0 39.0 53.47 1.00 2078.7 Single, Clear E 1.0 17.0 18.0 59.31 1.00 1063.8 Single, Clear W 1.0 9.0 15.0 53.47 0.99 797.4 Single, Clear W 1.0 6.0 20.0 53.47 0.97 1035.8 Single, Clear S 1.0 6.0 30.0 44.66 0.94 1264.8 Single, Clear E 1.0 6.0 30.0 59.31 0.97 1723.7 Single, Clear E 1.0 3.0 8.0 59.31 0.86 406.8 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear N 1.0 6.0 15.0 27.96 0.97 408.6 Single, Clear W 1.0 6.0 30.0 53.47 0.97 1553.7 Single, Clear W 5.0 9.0 18.0 53.47 0.70 676.8 Single, Clear W 1.0 9.0 15.0 53.47 0.99 797.4 As -Built Total: 461.0 24388.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 335.0 0.70 234.5 Concrete, Int Insul, Exterior 3.0 660.5 1.40 924.7 Exterior 2219.5 1.90 4217.0 Frame, Wood, Exterior 11.0 1559.0 1.90 2962.1 Frame, Wood, Adjacent 11.0 335.0 0.70 234.5 Base Total: 2554.5 4451.5 As -Built Total: 2554.5 4121.3 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 48.0 4.80 230.4 Exterior Insulated 48.0 4.80 230.4 Base Total: 66.0 259.2 As -Built Total: 66.0 259.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1988.0 2.13 4234.4 Under Attic 19.0 1988.0 2.82 X 1.00 5606.2 Base Total: 1988.0 4234.4 As -Built Total: 1988.0 5606.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 151.0(p) -31.8 -4801.8 Slab -On -Grade Edge Insulation 0.0 151.0(p -31.90 -4816.9 Raised 554.0 -3.43 -1900.2 Raised Wood, Post or Pier 11.0 554.0 1.83 1011.1 Base Total: -6702.0 1 As -Built Total: 705.0 -3805.8 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/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 - 3338.0 14.31 47766.8 3338.0 14.31 47766.8 Summer Base Points: 65499.6 Summer As -Built Points: 78336.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 78336.3 0.500 (1.087 x 1.150 x 0.90) 0.283 0.950 11846.6 78336.3 0.500 (1.087 x 1.150 x 0.90) 0.283 0.950 11846.6 65499.6 0.4266 27942.1 78336.3 1.00 1.125 0.283 0.950 23693.2 EnergyGaugeTO DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT PES F ditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 3338.0 5.86 3520.9 Single, Clear S 1.0 16.0 39.0 7.73 1.00 300.6 - Single, Clear E 1.0 18.0 72.0 9.96 1.00 719.0 Single, Clear E 1.0 16.0 97.0 9.96 1.00 968.7 Single, Clear W 1.0 16.0 39.0 10.74 1.00 418.8 Single, Clear E 1.0 17.0 18.0 9.96 1.00 179.7 Single, Clear W 1.0 9.0 15.0 10.74 1.00 161.0 Single, Clear W 1.0 6.0 20.0 10.74 1.00 215.4 Single, Clear S 1.0 6.0 30.0 7.73 1.01 233.8 Single, Clear E 1.0 6.0 30.0 9.96 1.01 301.5 Single, Clear E 1.0 3.0 8.0 9.96 1.03 82.1 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear N 1.0 6.0 15.0 12.32 1.00 184.4 Single, Clear W 1.0 6.0 30.0 10.74 1.00 323.1 Single, Clear W 5.0 9.0 18.0 10.74 1.05 203.2 Single, Clear W 1.0 9.0 15.0 10.74 1.00 161.0 As -Built Total: 461.0 4603.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 335.0 1.80 603.0 Concrete, Int Insul, Exterior 3.0 660.5 3.80 2509.9 Exterior 2219.5 2.00 4439.0 Frame, Wood, Exterior 11.0 1559.0 2.00 3118.0 Frame, Wood, Adjacent 11.0 335.0 1.80 603.0 Base Total: 2554.5 5042.0 As -Built Total: 2554.5 6230.9 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 48.0 5.10 244.8 Exterior Insulated 48.0 5.10 244.8 Base Total: 66.0 316.8 As -Built Total: 66.0 316.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1988.0 0.64 1272.3 Under Attic 19.0 1988.0 0.87 X 1.00 1729.6 Base Total: 1988.0 1272.3 As -Built Total: 1988.0 1729.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 151.0(p) -1.9 -286.9 Slab -On -Grade Edge Insulation 0.0 151.0(p 2.50 377.5 Raised 554.0 -0.20 -110.8 Raised Wood, Post or Pier 11.0 554.0 0.47 260.9 Base Total: -397.7 1 As -Built Total: 705.0 638.4 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/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 3338.0 -0.28 -934.6 3338.0 -0.28 -934.6 Winter Base Points: 8819.7 Winter As -Built Points: 12584.2 Total ftnter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12584.2 0.500 (1.078 x 1.160 x 0.92) 0.446 0.950 3068.0 12584.2 1 0.500 (1.078 x 1.160 x 0.92) 0.446 0.950 3068.0 8819.7 0.6274 5533.5 12584.2 1.00 1.150 0.446 0.950 6136.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 27942 5533 12820 46296 23693 6136 13118 42947 PASS i\ f %T EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors _ 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type 1C rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A.22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"A DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.6 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: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap: 36.0 kBiu/hr _ 5. Is this a worst case? Yes _ SEER: 12.05 _ 6. Conditioned floor area (ft2) 3338 ft2 c. N/A 7. Glass area & type _ _ a. Clear - single pane 461.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft2 b. Electric Heat Pump Cap: 36.0 kBtu/hr _ 8. Floor types _ HSPF: 7.65 _ a. Slab -On -Grade Edge Insulation R=0.0, 151.0(p) ft _ c. N/A _ b. Raised Wood, Post or Pier R=11.0, 554.0112 _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 660.5 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 1559.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 335.0 ft2 _ _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1988.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr" 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR HORTON Notes: 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 51980 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 51980 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (112) 3338 3338 Volume (ft3) 28691 28691 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 335 192 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency n/a Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 0 Btuh 0 OF 0 cfm 0.000 cfm/Btuh n/a Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 47574 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 48078 Btuh Latent Cooling Equipment Load Sizing Internal gains 2070 Btuh Ventilation 2212 Btuh Infiltration 5652 Btuh Total latent equip. load 9934 Btuh Total equipment load 58011 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual cooling fan 0 cfm Cooling air flow factor 0.000 cfm/Btuh Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft RightSulte ResidentialTM 5.0.64 RSR26016 2002-Feb-28 15:02:28 AM E:\FUes\DR HORTON 2002\3380\3380REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 28691 ft3 2. Winter infiltration load 1.1 x 335 cfm x 32 3. Winter infiltration HTM 11806 Btuh / 527 ft2 x 0.0167 = Isolated zones = Total = OF Winter TD = Total window = and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 28691 W 2. Summer infiltration load 1.1 x 192 cfm x 18 3. Summer infiltration HTM 3795 Btuh / 527 ft2 335 cfm 0 cfm 335 cfm 11806 Btuh 22.4 Btuh/ft2 x 0.0167 = 192 cfm Isolated zones = 0 cfm Total = 192 cfm OF Summer TD = 3795 Btuh Total window = 7.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 192 cfm = 5652 Btuh Procedure D - Equipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 47574 Btuh Sum of ventilation and structure loads = 49059 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 48078 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 9 people + 2070 Btuh Infiltration load from Procedure C + 5652 Btuh Equipment sizing load - latent = 9934 Btuh "Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVnghtSC>ft RigM-Suite Residertial- 5.0.64 RSR26016 2002-Feb-28 15:02:26 AM E:\Files\DR HORTON 2002\3380\3380REVD.rsr Page 1 RIGHT-J WORKSHEET 0 ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 10g COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-26W MANUAL J: 7lh Ed. 1 Name of room ZONE 1 LAUNDRY ROOM KITCHEN/NOOK FAMILY ROOM Length of exposed wall 151.0 ft 17.0 it 26.5 ft 32.0 ft Room dimensions 6.0 x 8.5 ft 12.0 x 25.5 it 14.5 x 17.5 ft 4 Ceiings Condit. Option 9.4 it D n 9.4 ft heat/cool 9.4 1111 heat/cool 9.4 it heattcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Hig I Cig (ft2) Htg I Cig ((t') Htg Cig OF) Htg Cig (ft2) Htg Cig 5 Gross a 14B 4.6 2.1 926 ""` 56 «•, •••• 0 «•• •••• 301 '- ,»• Exposed b 12C 2.9 1.9 159 "" •«• 0 »•• «., fA «» ..« 0 .... .".. walls and c 13C 3.2 1.2 335 "" ""` 104 •••• ""` 165 •••" "'• 0 `"" "" partitions d 0.0 0.0 0 "" "" 0 ••'• •i`j 0 .,» 0 ..« e 0.0 0.0 0 "" "" 0 "'" ' ' 0 .... 0 .«. f0.0 0.0 0 «,. »,. 0 ..., .... 0 «« .... 0 .... .... 6 Windows and a 1C 37.0 » 175 6468 '"" 0 0 39 1441 0 0 gibss doors b 8C 37.0 " 72 2661 "" 0 0 `"�" 0 0 "�"� 72 2661 Heating c 9C 38.7 18 697 "" 0 0 0 0 0 0' ... d 0.0 " 0 0 "" 0 0 "" 0 0 "" 0 0 "" e 0.0 0 0 "'" 0 0 "" 0 0'"" 0 0 "" f 0.0 0 0 "" 0 0 "" 0 0 "" 0 0 7 Windows and North 0.0 0 "" 0 0 ""` 0 0' 0 0 "" 0 glass doors NE/NW 0.0 0' 0 0 ':�� 0 0 'i�� 0 0 ...� 0 Cooling E/W 54.4 226 ` 12294 0 0 0 ` 0 72 `+« 3917 SE/SW 0.0 0 "" 0 0 0 0 i "` 0 0 0 South 30.4 39 `"'" 1186 0 "" 0 39 "`"" 1186 0 "" 0 Horz 0.0 0 "" 0 0 ""' 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 66 1246 841 0 0 0 18 340 229 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 661 3044 1360 56 258 115 -39 -180 -80 229 1054 471 exposed b 12C 2.9 1.9 159 458 309 0 0 0 84 242 163 0 0 0 walls and c 13C 3.2 1.2 335 1055 392 104 328 122 165 520 193 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 16D IIJ 2.2 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 151 3914 0 17 441 0 27 687 0 32 829 0 (Note: room b 20G 2.3 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 22.4 1 7.2 331 7415 23831 0 0 0 57 1277 4101 72 16131 518 13 Subtotalloss=6+8..+11+12 26958 " ""••• 102' 6 "" "" 4327 »" "" 6158 Less external heating •,•• 0 •`•• •" 0 '"' «., 0 «« .... 0 «.. Less transfer "»• 0 «« ..« 0 »., ,«" 0 "" •,» 0 '••• 14 Duct loss 10°/ 2696 "" 10 *A 103 '"' 10°/ 433 '"" 109A 616 15 Total loss = 13+14 •«• 29654 «« '"' 1129 "" "" 4760 «« «.. 6774 «« 16 Int. gains: 300 6 "ti 1800 0 "i� 0 0 "„ 0 5 � 1200 2 " 1800 1 " 600 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 "" "" 22366 '"" "" 837 "" "" 3301 "" Less external coding '"• `••• 0 •«, •"• 0 "" "»• 0 '"• ••" 0 Less transfer '"' ••" 0 ••,• •"" 0 •'•• '••• 0 •••" "" 0 18 Duct gain 10°/ "" 2237 10"/ "" 84 10% ""' 330 10°/ ""' 641 19 Total RSH gain=(17+18)'PLF 1.00 "'" 24602 1.00 ""' 921 1.00 '"' 3632 1.00 «« 7047 1201 Air required (cfm) ""1 11831 1183 "" 1 45 44 "" 1 190 175 "" 270 339 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t-!'= %~"7q h1t50FC Right-SuiteResiderrtialTM5.0.64RSR26016 2002-FeD2815:02:28 /tip E:\FHes\DR HORTON 2002\3380\3380REVD.rsr Page 2 RIGHT-J WORKSHEET 0 ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room DINING/LIVING FOYER DENBR5 BATH 2 Length of exposed wall 23.0 it 15.0 It 31.0 It 6.5 ft Room dimensions 23.0 x 18.0 ft 8.0 x 16.0 It 11.5 x 15.0 ft 6.5 x 14.5 ft 4 Ceiings Condit. Option 9.4 ft heattcool 9.4 It heat/cool 9.4 fti heat/cool 9.4 it heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig (ft) Htg I Clg (W) Hig 1 09 (ft) Htg I CIg OF) Htg I CIg 5 Gross a 14B 4.6 2.1 216 "`" '«' 0 "" «"' 291 "" "" 61 "" Exposed b 12C 2.9 1.9 0 .- •»• 75 •••• ••» 0 •»• ••» 0 ••» «•• walls and c 13C 3.2 1.2 0 "" "" 66 "" ""` 0 0 partitions d 0.0 0.0 0 ••'• •"• 0 ••'• "•' 0 "'• '•.' 0 e 0.0 0.0 0 ••,• •••• 0 •», •••• 0 •••• •• , 0 f 0.0 0.0 0 ..« .... 0 .... .... 0 "... »» 0 .... ..,. 6 Windows and a 1C 37.0 97 3585 «" 0 0 "" 39 1441 "« 0 0 glass doors b 8C 37.0 0 0 ""' 0 0 "" 0 0 "" 0 0 Heating c 9C 38.7 0 0 "" 0 0 "" 0 0".i 18 697 ...: d 0.0 '" 0 0 "" 0 0 "" 0 0 0 0 e 0.0 0 0 0 0 "" 0 0 0 0'«' f 0.0 0 0 "" 0 0 "'"' 0 0 "" 0 0 "" 7 Windows and North 0.0 0 "« 0 0 "" 0 0 "« 0 0 ""' 0 glass doors NE/NW 0.0 0 "" 0 0 0 0 0 0 0 Cooling ENV54.4 97 "" 5277 0 "" 0 39 "" 2122 18 '«+ 979 SE/SW 0.0 0 0 0 "" 0 0 0 0" 0 South 30.4 0 "" 0 0 «" 0 0 "" 0 0 "" 0 Horz 0.0 0 "« 0 0 "" 0 0 "'" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 48 906 612 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 119 549 245 0 0 0 252 1163 520 43 199 89 exposed b 12C 2.9 1.9 0 0 0 75 216 146 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 66 208 77 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 15 389 0 31 804 0 7 168 0 (Note: room b 20G 2.3 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 22.4 7.2 97 2173 698 48 1075 346 39 874 281 18 403 130 13 Subtotal loss=6+8..+11+12 "" 6904 "" "« 2794 "" "" 4282 «" '"' 1467 ""' Less external heating "" 0 •"' "" 0 `"' "" 0 »« •»• 0 •"• Less transfer «'• 0 "" •••• 0 •», '»• 0 .... •«• 0 •»' 14 Duct loss 10°/ 690 "" 10°/ 279 "" 10 OA 428 '«' 10 147 15 Total loss = 13+14 "" 7594 "" '»' 3074 «« "" 4710 '«' "" 1614 «« 16 InL gains: People @ 300 1 ,•.. 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 .... 0 0 0 17 Subtot RSH gain=7+8..+12+16 "« "" 6521 "« "" 1180 "" "" 2922 "" «" 1198 Less external cooling "'• •••' 0 "" '•» 0 '»' "" 0 «•' "» 0 Less transfer "" "" 0 "" '»• 0 '«' "•` 0 •»' '»' 0 18 Duct gain 10°/ "« 652 10° ""' 118 10 «" 292 10°/ «" 120 19 Total RSH gain=(17+18)'PLF 1.00 '"` 7173 1.00 "" 1298 1.00 "" 3214 1.00 «" 1317 1201 Air required (cfm) I "" 1 303 345 "" 1 123 62 "" 188 155 "» 64 63 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. N0W"g0"T--C> t Right -Suite Residential^" 5.0.64 RSR26016 2002-Feb-28 15:02:26 14E;ffK E:\FUes\DR HORTON 200213380\3380REVD.rsr Page 3 3' both duct to roof cep, /(an Must have a nimir clearance of 4 inches around the air handler per the State Energy code. 42X/2 A/C SLAB BY BLDR MIN 2' fRp7 WALL K42 A/C SLAB BLDR MIN FROM WALL All duct has an r:6 insulation value. W F Q VA l O 00 \6 U C:5 Rating z O N } m LU > z Q MdJ(n00 3• bath tluct 3' lath duct r• mtn duct so racer cap dfan to roof Cap •/fan i. as dfae-llpht nl frwil \ / O 1411 ------_--1 em�l a L 1 I r+m �'.ctl • 1 10.6 iKtl t 10.6 I•ctl BsJ IKtl 20 95 IVG/1 r m 6• � I "AT I I 1 N 12.12 ro 1 I w 4.1 rag 14.14 rep 10. 12. 18.19 rapww > 12 u areafc r� m 6' s 7• , 6 i 10.6 I• d 1404 rag B' S nii 12•6 IKd ice I - 19.11 I.ctl I ram• m 113 P A 10.10 rapt r V. 110 6• 10.10 2.c Ito 3A ton ./Sk. e240v IPM /9.13 ptrn arnefrlr IOL/ gatforn M MIN, 1- 12.6 1.cd ISo ; OR. GiIQ 101. 121.6I�I.cd r� m 9 v cr np • aqu r; A Must have a na*%^ clearance of 4 inches around the air handler per the Stott Energy code. All duct has an r-6 insulation value. J Rating 0 0 CD OD OD U �MQm O(n or N m LU > z z o iti 3 O J O O Q m 0- .J IN D 0 / ENGTNEERING PACKAGE )jk. BUILDER: PROJECT MODEL/BUILDING: REVISION DATE: / Ia �NEW LOAD: /ati /A :2, - AM 1 CO/ • CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. 11 WINTER HAVEN, FLORIDA 33880 �� PH (800) 959-8806 FAX (941) 294-7934 CS 'PO PRI:.UI.N'v '1'1110 FIMARE, ANCHOR Gwnprd/lanlMbtt OR RESTRAIN TfIE ix.�klr,lg. WrERAt. BRACINGI C.lwlnuous 18144e1 bracbsg 11SE ME:I im subwN AT nwlntslns spacing. but 0� b @, Olt ANOTNER paltnittjet" si b".1,11ng STRUCTURALLY MIND of all websnWtthe,aat NETUOD SPECIFIED BY the swna $tons. 1 RorESSIONAI. ENGINEER Sasrinpt loss utiisss OR ARCHITECT. 2 ANCHORAGE BY R1,111,0I1IG DESIGNER (Other anchorage provislone for "tiler. tyl'PeS Of walla) . ,-- Shwulblog Anchowpa Iby building dsslg,letl lose" to1W anal vole-rssualru (rard tow -Ind. tlwkkbv p,evsntingl web buckling. •. Contina.ous lateral Iwrcir g. -- L'anpreplun vwb - - Caulug O t=J r=] 1:Z3 t=-A C-, CI C=J O C) 9=3 a-1 o - r'a o r—, Il C7 t—� t='7 ALPINEof C=J C-' Tf1LISS c' r-7 7 o 1=_3 r:� .. I �� QQH fy)IkwNAI. IIRACE RL•'STRAINT WITHIN Tf1E UNIT_(3A G 3B) 81tu111in4 AItCII(IIIAM Ott RESITAMP OTr L.AI1_IIAL IIItAt_o411G 'Pile drawlpg below shown how to restrain the CUD W10 needed Iit trusses (drag. allows .EXAHPLE TRIISSES as SCISSORS STYI,E) when the adjacent trusses have a Rl -different configuration (FINK frllown here.) mile NA343na� •" Brace On.) Members are 2x4's (-.11 . the enda of which are attached to TOP 4 RMTOM chords. The diagonal brace to: he attached to one T'ace of web met-AbQ r.- Al elpioc staodatd dewing 137 shows vadaus types of anchalage at restraints fat coadussatts lateral bracing_ Among them 1s s tasc where the u-cb lateral bracing is anchored by a disgonal Mass at 45 degrees 6om a hatizontal plant. A 5 degree deviation is smtctundil accgptable. if the dmisfiou Is greater than 5 dcgttcs. a seYoad diagonal 6iaee slut be povftkd s11eh as to matit eu `x`. The CCB as well Q fl as loth cads of this diagonal Irate shall he aochmcd with 2-16d common nails. .3BFINK STYLE EXAMPLE ADJACENT TRUSSES TRUSSES (SCIS5OIIS STYI.E) - r �Caapreaviou usis-sloplpg or vettlasl, or web peedln8 br►CfA4. �Conthwous lu/•r•IWacr t --ptagoaal ■racy Way traysrs• .ura than 2 trvasei, depending h on truss etyllt. 21t4 f l or tttyd grade , ntagpnal Inecs named to opposite side of wall pla,"als Istasal tnovsnlbal Ned thuldd he sq.satud at Iyplraa0nalely 20lout lnl•rerls.— Y - lttecls with (21-16d nails at each end to chords and to ■ids of Wait or rontlpuous latdYal bread. jt2. R/wisa, C tR 31��°l R1 v6 Rev . x-20-2 R �dr�ti P7, 0�3;� pO,�STATE OF ._ �s`s �NAIE��\ DATE 10/06/94 DRw 137 1A — I f=L�ENG Wl_�— A< 4_ s I A Ugust 19, 2002 ;fir. JimNick Carpenter Contractors of America 3 900 Avenue G, NW W inter Haven, FIL 33980-6201 Re; Number of Nails Increased by 200/c, Dear Sim, _ As a guide for -calculating the spacing of nails when. substituting pneumatically driven 0.128"x3.0" nails for 16d common nails, increase the number. of nails by 20%. T"nis adjustment applies to both lateral and withdrawal values. as `w" pattern is acceptable for, staggered nailing as long as the horizontal distance between pals is maintained. The following table lists appropriate nail spacing for the connection of girder piies. SPACING OF 16D COMMON SPACING OF .0.128"X3.0" NAILS SPE=IBD IN DESIGN PNEUbelATIC NAILS O.C. 2" O.C. 1 �„ 3 2.5 - 33 4 5 4.2 6 5.0 „ 5.8 8 6.7 9 7.5 10 8.3 11 9.2 - 12 10.0 13 10.8 14 11.7 15 12.5 16 13.3 Piease note that 2-ply girders need to be naiied from one face only. Note: The nail spacing of 4" O.C. for web bracing to be the same for 16d common nails and for 0.128,10.0" pneumatic nails. S�ncez•el f waiter P. Finn, P E Senior Chief Engineer AS2 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines Ciry, FL 33944 • (863)422-8685 • (800)755-6001 Job: Cracked Wt:b Reuair Iletail --> IIZI f f [IS D11AWII`IG SPL(;II=1F S F{EPAIfIS L Clf1 A 1 Rl1SS WITFI CRACf<ED WEBS. 1ARNING: TI1IS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH )AMAGED WEBS OF 2X4 SIZE AND #3 SO. PINE GRADE. IN ADDITION, % 14AXIMIJM OF I CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER E0) REPAIRS THAT 00 40T COMPLY WITLL 1'1115 DETAIL. (13) = DAMAGED AREA, 0" MIN. to 12' MAX. LENGTIi OF CRACK IN WEB. (SI = 0 —2X4 SO. PINE #3 SCABS- MINIMUM LENGTH OF SCAB MUST 8E T14E GREATER OF: i. 68" 1 LENGTH OF DAMAGED AREA (B), MINIMUM OF 34" . ON BOTH SIDES OF TFIE DAMAGED AREA or 2. BOX OF THE ORIGINAL_ WEB LENGTI1 ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4' O.C. STAGGERED. FIEFER TO NAIL_ SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAIRDIAGONAL WEBS.. THE IDIETAIIL DOES NOT DRAWING MAY S1I VERTICAL W A VERTICAL WEB ANL ONLY TO I<EEP THE DETAIL._ EASIER TO READ. (t0d NAILS: DOUBLE HOW. STAGGERED) + - BACK FACE 1- ' ° 0 =FRONT FACE nv¢AL 0 + 0 + 0 T 0 +1 0 + 0 1 0 + 0 4 0 NAIL SPACING DETAIL G7 CI C] C] O r� 0 o c= LI O C=7 d G1 AL_PINf� % T f c C_) c. CI CJ E-1 C I U C= LD KmIMPORTANTIE)(uPHc FNClmG`EO PROIRcls. HL; SNAIL IIOT BE PESPW1S701. E FOR &MY IIEVIATIOII FRG" THIS OESIGI+ OR TtILSE SPECSFICATIOIIS, OR ANY FAILURE IO Bull IIE TRUSS IN QItAFOPNAILE 9I1/1 OSIBB BY TPI, At PILE Ct"IECIORS ARE RAGE OF 206A GAIN. STEEL NEETIIIG ASIII 4446 611 B EXCEPT AS ILttEO. 001-i COMECTORS TO EACH FATE OF TIVfSS AID UILESS Uil&441SE LOCRlE11 OII HNS OESIGII, PICi111G1 COIICi:I!riS PER CRAWIHCS J30. 150 C 16,jA-f. OE616t1 STAILIAIXIS C019-OPH N/APPI.. ICAOI.E MOVISIEVIS OF H0S O TPI, AN EfLi!}Edl•S SEAL_ Cit 1tt15 MAOI116 APPLIES TO TIE C` FUEpT IA_PICTEH IERE III all. Aid) 511AIt. 1AII OE RELIED IIPWI IN Alit OIIER NAY. I X-TPT - TAIGS PLATE IfSTITUTE IiK - 1991 1101011AL OE R2 Revised GL_R 3/22/2001 WAANING'q'�5 "m"AE EYTREIE CARE IH MNLLDIS. ERECTION AILI BMCHAT. SEE Ilia--OI BY TPI. SEE THIS OE.SIGN FOR A00I1101101. SPECIE.. Pi7YUAL ff BUACING RE OUT-0EH15. tll.ESS OIIERgISE IHIICATEO. TOP OYYIII _901-L BE UTERJ. LY BRALEO WITH Pt4pER LY AiiAdEB PLYIIOOO 51IEAi11I11G, BtlifOR Clkw1 Willi PµgPERI_Y ATT►DCO RIGID CEILTIIG — SEE AL.PIIE TECIIII1C1t, WUJ TE 17/1/011 Flli e0t4 ER URYN4.L APR_ICATIOB.. FNRIITSII A CON OV 111I6 aESIM III RIE TtY1S6 ERECTIG21 Ca+TRACTOR. LptaT111LTM `I _--_--------_...___—_----- TC LL_ - PSF CRACKED WEB OETAT_ TC: OL - PSF BC OI_ - PSF DATE 09/02/94 DR'd HC25094073 _ SC 1-L - PSF FL-ENG CL 1 — -- TOr.LD - PSF MIA. FAG. _ 5PAGING 24.0" PA(;f= 1-10 � (SCAN Oil 11E1AIl. - me 1111S DWG PREPARED FROM COMPUTER INPUT (LOANS 6 DIMENSIONS) SIIRMETitO NY IkN55 tltk. RUSSES 01111.1 PER THIS Of) AII DESIGNED 10 HE US(0 1OR THE 101I OUING; P TO 140 HPII MAX WINO, 30.0 FT MEAN 1161, ASCE 1-98, INC. OR PAR I. ENC BURG, 11CAIE0 ANYWHERE IN ROOF, CAI Ii. LXI' B OR C, WIND ICDI-5.0 PSF, WIND Eft=-5.0 PSF. ATTACH ONE SCAB TO FACE OF TRIISS WITH O.I2B-X3' GUN NAILS AT 2' O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE ME AND MATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. TOTE: FOR 130 MPH DESIGNS, 2001 ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. Off: FOR 140 MPH DESIGNS, 3001 ADDITIONAL IIPI]IT CONNECTION REQUIRED TO IIPtlfT AMOUNT SPECIFIED ON ALPINE DRAWING. -E ALTERNATE LOADING; 55 PSI`@1.33 of; 50 PSF@1.25 OF; 37 PSF@1.25 Df 2-0-0 Oil MAX I 1 L I t I 21 MINIMUM _ PLT TY_P_. Wave T_PI_-95 Oesign Cr1Leria:-TPI5TD)- - 'YARNING" TRUSSES REQUIRE EITNEHE CARE IN FABRICATION, BANDING, SNIPPING, INSTALLING AND BRAC IN6. BEFEK TO U1U-91 (HANULING INSTALL I06 ANO YNACING). PUULISNED BY TPI (10055, PLATE INSTITUTE. $03 0'ONOF410 DR., SUITE 200. HADISON, WI 53T19). FOR SAFETY PRACTICES PRIOR TO PERFOANING IRE SE fUNCi TOMS. UYIESS OPtlfRY15E INDICATED, i0P CMORD StlALL NAYS PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CMORO Stlxtl HA1E A PROPfttY A7 TACUEO I I CE It 1Y6. •'IMPORTANT`'• fUASISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL YOF RE AESPONSIBLE PON ANT DEVIATION FROM PHIS DESIGN. ANT FAILONE TO 801 LO THE 1BOSSES IN COYFOBNABCE YIIN TPI: 04 FABRICATING, WANGLING. SHIPPING. INSTALLING AND At _I BRACING Ot 'BUSSES. TYIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN -PINE -------� SPECIFICATION PUBLISYEO NY THE Alit ICAN IOBESI AND PAPER ASSOC1411011 AND IP1. ALPINE CONNECtORS ARE MAOE OF 206A ASFM A663 6140 NALV. 51EE1.. EXCEPT AS 1101E0. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OINERUISE LOCATED ON INIS DESIGN. POSITION CONWfCIONS PEN DRAWINGS 160 A-1. THE SEAL 01 1115 DRAWING INDICATES ACCEPTANCE Of PNOtESS10NAL EN61OLERING Alpine VAgt[lexied viaducts, Inc. RESPONS1B1L11Y SOL(LY FOR IRE TRUSS COMPONENT OESIGN S8091. THE SUITABILITT PRO USE Of THIS 1:1Rllli'sCity,FL 33144 CORPORENT f0R ANY PARTICULAR 80101NG 15 IRE RESPONSIBILITY Of IRE 0111101NG OESIGM. PER FLCellificateofAuthmizetion8J67 ANSIYTPt 1-1995 SECFION 2. Y:1 TC 1.L 30.0 PSF TC OL 7.0 PSF DC Oi_ 10.0 PSF DC Ll. 0.0 PSF TOT.10 1-147.0 PSF piIR . FAC . 1. 3.3 SPACING 24.0' S DATE 11/06/01 DRW 11CIISRO61 01310276 IIC-ENG /JWC SEQN'- 24952 A6 5 CJT J-3 W {�_R ]3-1:z C1_; SlJ13S7:'I'hUfhION TITIS DETAIL IS TO BE USED WIZEN CONTINUOUS, LATERAL BRACING (CLB) IS SPECIFIED ON AN AI.PINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CI.B ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 I-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE, FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WED. ALPINE MI'INE ENWHEERHI PRWUCTS, WC. POMPANO BEAM, FLORIUA SIMTABII..ITY M RESPINSIBILITII T-BRACING , OR L-BRACING: \ APPLY TO EITHER SIDE OF WEB T-BRACE \ NARROW FACE OR ATTACH WITH 16d NABS AT 6" O.C. LB; RACE IS A MINIMUM BOX OF WEB MEMBER LENGTH , T-BRACE I, -BRACE SCAB BRACING: APPLY SCAB(S) TO WII1E FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH lOd NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DRAWING REPLACES DRAWING 579,640 .SES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SNIPPING, TC I.I.PSF REF CLB SUBST. ZACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), POBI.ISIED ITE INSTITUTE, 563 D'INWRI0 BR., SUITE 200, HADISIN, VL 537195 FOR PRIORIII PERMIRIONG THESE FUNCTIONS. UNLESS OTHERWISE OIORDCSHALL TC ILL PSF -- _ DATE O6/25/99 IWVPROPER AATTACI ED STROCnAZAL PANELS AND BOTTOM DRWG HRCI,HSLTH0699 ATTACHED RIGID CEILING. KNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �6R P QJ ....F.C, >� q'•,2 BC DL PSF - ENG M[1I/I{AR CTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IRE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING, G, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH OF OHATIINAL DESIGN SPECIFICATION PUBLISIED BY TIE y�;' *; * BC IL PSF _ SIGNS NDS AND PAPER ASSOCIATIO D AND TPL ALPINE CONNECTORS ARE MADE OF 20GA DEB TOT• 11), PSF iALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Iff S OTHERWISE LOCATED ON THIS DESIGN, POSITIDN CONNECTORS PER �: O•, STATE OF I DUR. PAC. THE SEAL_ ON TiTIS DRAWING INDICATES ACCEPTANCE OFPRQFESSIIYNAI_ ONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SIi1VN, THE Osi•AZOR%01-, NAL SPACING JSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDM 1S THE Tim sum nrur, nccrrucu sw ANSI/TPI 1-le9s sFrnON P. �� (CONVENTIONAL_ FRAMED VAI.I_EY OEIAll, ) THIS IlkIA11 IS VAl. 10 WHEN USED IN CoNADUCTION III IIt AIPItit fit SIGIJID IkdSSES ONLY. F 2X6 SP #2 RIDGE BOARD. FE 2X6 SP y2 RAFTER t++ 2X4 SP #3 CRIPPLE NOTE: FOR CRIPPLES LESS THAN 15' IN LENGTH. NO BRACE. REQUIRED. E(lR RIPPLES LESS THAN 96' BUT GREATER THAN 75' IN LENG111, 2X4 'I' BRACE OR ;CAB BRACE REOI11RE0. SP #3, FALL. LENGTII, FASTEN WI111 16D NAILS @ 4' OC. )R GIRL NAILS @ 3' OC. MAXIMUM CRIPPIf IENGTH IS 96' CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-161) NAILS OR 3 GDN NAILS. 4 2X4 SP #3 RIDGE BOARD CRIPPLE 3'0" OC. MAX AA, A 3-160 TOENAILS OR 4 GUN NAILS CONNECT 2X6 RAFTER TO RIDGE BOARD WITH 3-161) NAILS OR 4 GUN NAIIS 5 TO 7 -1. 1 + (TYP) TRUSSES BELOW 2 4 " 0C. 3-161) NAILS OR 4 GIIN NAILS (TYP) 2-160 NAILS' OR 3 GIJN NAILS (TYP) AILS DING PREPARED FROM COMPUTER INPII (IOADS 8 1)ItdLNSIONS) SIIBNIII10 BY IRIISS HER. NOT I: LOGE 01SIANCES, Et:D 1)1SIANCI-S Atli) SPACING 1OR At N.AII COtiNLi:IIONS mils BL SHE FICIITIT 10 PRIVEtit SPLIIIING OE IOt WOOD. AIL CONNECTIONS SPEC II1[1) HEREIN ACCOONI FOR 80111 DOWNWARD (GRAVITY) ANTI IIPLIFT (WIND) LOADS. (STRAPPING NOT RtOOIRED) NOTE: US[ 0.128'X3' GIIN NAILS WHERE SPECIFIED. ••A 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SOPPORTEB OIRECIIY BY A TRIISS BELOW. CONNECT TO DECKING W11H 81) OR GUN NAILS @ 2' (IC. " HORIZONTAI CIIT MAY BE SOIARE CUT OR BEVEL CIIT TO MATCH TOP CHORD PITCH ' BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0' TIC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SIIPPORIING IROSS TOP CHORD BELOW WITH 4-160 OR 5 CON NAILS. 140 MPH WIND, 15.0 FT MIA.N HGT, ASCE 1-98. PART. ENC. DIDG, IOCAILO ANYWHERE. IN ROOF. CAT 11, EXP. 8, WIND ICOL-S.0 PSF, WIND BCOL-5.0 PSF- Or' 140 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98. [NC. BLDG. IOCATED ANYWHER1 IN RODE, CAT If, EXP. C. WIND Kill-5.0 PSF. WIND BCOL-5.0 PSI. 3-16D NAILS 'A A MAX CRIPPLE W=I"12(5.5"@45) SPACING 4-6-0—' (NO CRIPPLE REQUIRED FOR '1 SPANS LESS 1I1AN 4'6") RI (MONO VALLEYS MAY BE BUILT USING THIS DESIGN} R1 RI REV 5-12-2002 JWC PI-T TYP. Wave TPI-95 Design Criteria_ IPI(STD) QIY_I I111_11i=.L. —WARNING— TNUSSES REOOIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND I IC t.. l_ 16.(� PSI- REF R�I31 -n NN AC LNG Hkf tR lO IlltlRyl (IIARD(!MG 12NSIALI LNG ANTI BRA.ING), PUBIISIfEEI dV TPI ('"11 PIAlt INSTI MITE, "I U. NOI, IO TIN - SMITE 200' MAGI SON, W1 53119). FOR SAFEIY PNACTICES PRIOR TO PERFORMING THESE iUNCTIDNS. UNLESS 0THERWISt INDICATED. TOP CNORD SNAIL HAVE PROPERLY ATIACH£O �ERP/C� I _ T(. IiL- Is.O PSI DATE. 11 /(IFi/C11 A SIMUCTHRAI. PANELS. BOTTOM CHONG SNAIL IfAVt A PR OP E RIV AllACH R[GID LillLNG.�— •*IMVON TAN Tom` FURNISH A COPY Uf TN1S Dk 516x TO THE INSIAl1.A710N CONTR AC 100.. ALPINE fNGINEENED PNOUIILIS. INC. SHALL NOI tlE RESPONSE EILE FOR ANY OEYIAF TUN FROM AILS DESIGN; ANI fALLURE TO *i No. 2'263 �iL BC DL. 0.0 PSF DRW HCI.ISR081 QI.I i.OD21 \E----1 BRACT THE TRUSSES INCDNf AND OESE NI IO TPI; ON fANRICATIRG, HANDLING. SOfY C BC I..L 0.0 PSI IIC ENG /JW� AL dRACIx[. OF TNUSSES. THIS 11E51GN CONEURMS Ylrx APPL[CABE PxOVISIONS Uf HOS (NATIOxAI. 11ESlGM IS NOS (NATIONAl AL GN - IEe �E /1/ jY� SPECIEICAT ION POOL LSHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI ALPINE----- CONNtCIONS ARE MADE OF 20GA ASIM A653 GR40 GA( V. SIM. EXCEPT AS NOTED. APPLY CUNNFCIORS 10 0`•1STATE OF TO] I_D 31.0 PSF SEON - 24891. EACH FACE OF TRUSS, AND LINE I: SS OTHERWISE IOCATEO ON THIS DESIGN. POSIT IGN CONNEC IONS PER c,•.�pgTOP,. �j `ss%p..... I DRAWINGS 160 A-1. THE St.At ON THIS DRAWING INDICATES ACCEPTANCE OF PROfESS10NAt ENGINt ERING `)iIR FAC I L5 Alpine l.ngineered Products, Pllc. RESPONSIBIIIiY SOLELY FOR THE TRUSS COHPONLNT DESIGN SHOWN THE SIIIIABILIIV AND USE (if THIS R - I-ImnesCfAuth 3384a F'l, Cclti6ca£e of Authoriza[ionN567 COMPONENT FOR 5 S CTIN PARTICULAR Duil01NG IS THE RESPONSIBILITY Of THE AUlL.OING DESIGNER, PER AxSI/TPI 1-1'155 SECTION 2. SPACING 24.0° WA6A (GAHIES 130 MITI, EXP C. ENC.) 110 MPH WINll, 30.0 FT MEAII IIGT, ASCE 7 98, 1N(.. BLOG, IOCAIEI) ANYWIftRf IN ROOF, CAI II. f X P C, WIND ICIit -S.0 PSf. WINO tic DI=b.0 PSf. I IOR OVER IICAt, LESS III AN 4'0': WIX4 FOR VERIICAL WEBS GREATER THAN 4'0' BUI NO MORE THAN I1'6': W2X4. FOR Vf.RTICAI. WEBS GREATER THAN 11'6': W2.5X4. SPLICE. PEAK, ANO HEEL PIAIES TO MAICH COMMON TRUSS. '* 2X4 OR GREATER CHORDS. DROP GABLL Will SOPPORT 4'0' OLIILOOKERS 141111 2'0' OVERHANG (DROP HI:FL GABLE) SPACED 24' O.C., OR lilt LOAD FROM 12' PLYWOOD OVIRHANG (NOMINAL HEEI GABLE). 111IS TRIISS HAS BEEN DESIGNED TO IRANSfER ALL HORIZONIAL WIND LOAD INTO THE ROOT AND CEILING DIAPHRAGMS. CONNECTIONS AND OLSIGN Of THESE SYSTEMS ARE 111F RESPONSIBILITY OF THE BUIIDING DESIGNER. THE HUrI_DING DESIGNER IS RESPONSIBLE fOR IFIE GA.BIE SHEAR W.ALI DESIGN, CEII ING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS. AND All TRIISS TO WAIL CONNECTIONS. 4' 7/16 MINIMUM APA RATED SlitATHING PROPERLY ATIACIIED Willi LONG DIMENSION PERPENDICULAR 10 SHIPPORTS. R1 NOTE: NAIL STEPS OF LADDER TRIISS ONTO THE O(I1SIDE PIECES WITH 2-160 NAIL At EACH ENO. R1 NOTE: ATTACK LADDER TRUSS TO TOP CHORD Of GABLE TRUSS WITH TWO ROWS Of 160 NAILS (a 8' O.C. STAGGERED 4' ALT. GABLE SHAPES: THIS PUG PRfPARfD IRON COH11111IR INPOI (I (IA.OS 4 OIHI-NS10NS) S11HI11111 O BY TRIISS MFR. BRACING DEFINITIONS: NOIL: 'Eflf) ZONE' t.X151S 18' AT 80111 Itith Of VERTICAL WEB. (A) (1) 2X4 SP #3 -1 - BRACE. ATTACH MITI; 0.128'0.' NAILS @ 2' OC. III END ZONES; 4' OC. Ill TWEEN ZONES. (8) (2) 2X4 SP #1 'L' BRACES. ATTACH EACH Willi 0.128'X3' NAILS @ 3- OC. IN END ZONES; 6' TIC. BETWEEN ZONES. (C) (1) 2X6 SP #2 N -t- BRACE. ATTACH WITH 0.128'X3' NAILS @ 2' OC. IN ENO ZONES; 4' OC. BETWEEN ZONES. (D) (2) 2X6 SP #2 N '1' BRACES. ATTACH FACH Willi 0.128-X3' NAILS if 3' OC. IN ENO ZONES; 6' OC. BETWEEN ZONES. STUD SPACING / BRACING TABLE: 2X4 SP #3 OEFLEC (1) 2X4 2) 2X4 ( ) 2X6 ( ) 2X6 51U0 II(IN NO 'L' BRACE L` BRACE BRACE 'I' BRACE. SPACING CRITERIA BRACE TYPE (A) YPE (B) YPE (C) I YPE (0) 24' L/360 2111, 6' 1' 24' L/180 3' 8' 6' 4' 16' 1/360 3' 4' 6'1)' 16' L/180 4' 2- 7' 9' 12' L/360 3' 8' 7' 1' 12' l/180 4' 7' 8111' OVERHANG DETAIL _ +-+ LADDER W/ — 1"RlISSES STEPS @ 24" OC. Cal 24" O.C. 1-0 + (TYP) INCI UDES FASCIA MAX Note: All Plates Are W2.X4 Except As Shown. PI_T TYP. Wave TPI-95 Design_ Criteria: TPI(STO) —WARNING— TRUSSES MOUNT MUM[ CARE IN FABRICATION, HAN)IING, SNIPPING. INSIAU ING AND 6R A,:ING. NLFEN TO I11H 91 (111.H01 ING LNST At. LING ANn NN Al:IN61, PUUI )MltY 6'it�kUSS PL Att IHSTTT0 E, "3 D'ONOFR IO GR_ 5111 TE 200, MAGI SUN, VI 51119), FOp SAFETY (RACIICES PRILiR 10 PERFORMING THESE FONCT!ONS. UNLESS OTHERWISE INDICATED TOP CHORD SMALL RAVI: PROPERLY ATTACHED $TRUCTORAL PAREIS, BOTTOM CHORD SHALT HAVE A PROPERLY AIIACHED RIGID CEII ING. I MPORIANI " FURNISH A COPY OF THIS Ot SIGN TO THE INSf AI1.AlION CONTRACTOR. ALPINE ENGINt EREO PRODUCTS, INC. SHAH N01 UE Rf5PON5181.E FOR ANY DEVIATION FROM THIS DESIGN; ANY IAIIORF TO BU IID IHE TRUSSES iN CONt ORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSIALLING AND I ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS MITM AP PI.Ii:AB/f PROW 1510" OF NITS (NATIONAL OE 5(GN "— SPECII(CATION P11Bt ISIIEII UY IN[ AMERICAN FOREST AND PAPER ASSOCT TION) AND TPI. ALPINE -------- CONNECTORS ARE MADE OF TOGA ASTM A653 Gk40 GALV. SIEEI. EXCEPT AS NOTEO. APPLY CONNECTORS 10 EACH fACE Of TRIISS, AND UNLESS 0111ERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 00.AWIxGS 160 A-1. 7Ht SE At i1N THIS DRAWING INUICATES ACCEPTANCE Of PROFESSIONAL ENGINEtRING Alpine Engineered Products, Inc. RESPCINSIBIIITY SOLELY TOH THE TNOSS COMPONENT OESIGN SHOWN THE SUI1ABIIITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARIICULAR BUILDING IS THE kESPOHSIBILIIY Of THE BUILDING DESIGNER. PER VI, Certificate of Atit11Urimf on 9 567 ANSI/TPI 1 1995 SECTION 2, 1' 2' 9' 3' 1' 3' 8' 7' 9' 3' 4' 0' 8' 3' 0110' 2111' 0' 4' 2' 6' 4' 0' 9' 1' I'll, 4' 0' 1' 5' 4' 0' 4' 0' REFER TO TARIE FOR BRACING REOUIREMENIS. *� Over Continuous Support. 11-155 Pt_F rQ0111 - R1 REV 2-5-02 JWC 19.5c OTY:1 !li 1' R Scale - .375" Ft. TC I_L. PSF REF R081 -0 1C 7t_ PSI DATE 11/02/01 IER P p �PiIFICq N� 13C 0L PSF ORW IICUSRO81 01306104 *•' BC L L PSI IIC-ENG /JWC EB 20 i 0' STATE OF TFSSooR`G� 101.L1). 60.0 PSF SE(N 24£360 1 NA OIIR . FAC . l . 25 SPACING 24 .0" WA17A TOP C11111B 2x4 St' 12 1t 1101 CHORD 2x4 SP #2 It 1101E. LIIt111ER TO BE SP j3 F01t I'll" 1111tt1lIGH 3'0- aACI:S. '* (3)160 COHNOH OR (3)0.120'x3' GUN NAILS,IOENAILED. * (2)160 COMMON fill (210.128'x3" GUN NAILS.1061AILE0.• **k BOTTOM CHORD HAY HAVE PITCII AS SIIOaN- MAINTAIN A P11CI1 NIFFERENCE OF 2 RETUEEN 10P AND BOTTOM COW. I.E. 8/12 TOP CHORD, 6112 BOTTOM CIIORO- R2 x �A it 6/12 R2 ('l-tl-t1-�- -- ---- TRUSS SPAN-----� (SEE ]ABLE) R--R1 11-111 11-3.5 (SEE 1AB1_E) III IS UWG 11l(LPAUtO I"Run 1.ut11'u1LH Lllrul "1LunU.� A IS M U U, IPU3) Ill It .SCE -1-911. 3(1.00 FT HEAII 116I. LOCATED ANYWIERE Ill R00F, c111 11, 411NI1 Icj)l--5.0 PSF, WIND 604-5.0 PSF. (SL-E TAM E) .TACKS Ill, ill AND INCLUDING 4'0' NAY RE CAdTI1.11ERED 8'. MAX MAX 81.116 LOADING REACTIONS SPAN -HPII EXP R1/II1 8'll' 120 2 a,b 5941280 810" 115 3 a,b 594/330 rev. 7'6' 130 1,3 b.0 6321550 7.00 14D 1,3 b,c 607/640 1-CLOSEII 011I1-111N6, EXP C 2-CLOSED BUILDING. EXP 0 3--PARTIALLY ENCLOSED 8III1_QING. EXP 0 1 Cl-L/TCDL/8C11L/TOT/0F a-20/15/10/45/1.25 6�20/20/10/50/1.25 c--30/15/10/55/1.33 Pt-T W . Wave 1"PI-95 hestjn_CriLer)a:I-Pt(STO)_ .YAPRIYB- TOUSSFS tEIN,[i!E ETTREIff CJ&F It FA1p1CA1"tON, 14NDL1N41. SBIlPIYq 11S1-ALLIYB AY{ SWIM- 1EFE4 to Nlt-el. jUAOOLING IN5'TAI.LEN6 A" DN►CIN6I, PU0LI91ER 1P'ff( ((lass PE.A-W INSTITNIE. St3 0.0YOFtle NN., SOME P00. HAGIS011. Nt STTItI. FDO SAFETY P19CTICES POW& ID PRRf00RU6 XSE fuc)1005. UIRE35 PTlfflO15E 119ICATER, TOP tau$ SHALE PEPS P{OPEILT-&Tl&C,IU ST1UQUtAt PANELS, 1D110H 0010 SIM L SATE A MOPERIT AIIAENE{ little CElt ITO. ..11WOPTAIE•' A;NNISII A COPT OF 11115 8ES1" TO TUE /11STALLATI01 COMMACIUY. AI.PIOE ENGINEERED POoOYCYY. IRC. 5H01.1. ROT OE RESPO01111.E FOR An OEYIAIIOY fYUH TPIS DESIGN; ANY- MISSILE I'll 1UEL0 IRE IRUSSES AN CONFORHAICE YIIR TPt: aFA&{ICAT100, OASOLING1. Suit, u IPPISO, INS1All.11e AN0 ----- ) _ {tACit6 0E TIUSSE5. TDjS DESItt CONEOteS Y11P APH.TCAOLE PROYIS[0Y5 OF &0S (tATTONAI PES161 Al.f r N [_ _ 7 SPECIFIU110R PIIBLISIIEO RY IUE APE&ICAR fORESI A10 PAPFS ASSGCIA11011 AND IP1. AIPIRE /� ---- "----------�.�` CoOOEclat& Ant, PAGE OF 2O0& &SIR A6S3 6M0 GA1. T. SIEEL. EICEPT AS R01E0_ pul (A{RECTO{S TO tit: FACE OF T&USS, AY0 UMIL52 OTUnWISE LOCATED as 1U15 OESIGN. POSITION COYNECIORS PER usVIV65 160 h-1. 111E SEFL ON'IW UIMI16 IlR1CHES AEWTAICE Of PROFESSIORIL 111619EE1116 11LAIACIS FUsISaul a OESPONSINIIlly SOLELY FOR Ime IGUSS E"60111T DESIGN Smalls. THE SUIIA{ILITt AND OSE OF 1015 ld&DuY10c, FI, CONPOREII FOR ANT PAIIIER1.AR 1UILOlN6 IS TOE 1ESPONSINILITI Of IRE 0011.1116 1E5161ER, PER AeSI/IPl 1-1995 SEETIO{ I. 19.52a OTY:1 / q V / �p C� .0 3 C� A ��I l rev. 3-21-2002 JWC R2 REV 4-2-02 JWC I II11.1 _I.-1 %-I----Scale i.375`/Ft. IC Ll- PSF REF ROfi1---0 SEE - --- -- ---- - - - TC Ol_ ABOVEPSF BATE 12/03/01 -------------------�_ ___-. BC I'll: TABLE PSF. DRW Ocusnoal a13mill BC 1. 1, PSF I UC ENG / 71IC TOT.10, PSF I SIGN 10579 nll[I,f`AC. FROM MDC SPAC1116 24" O.C. WA24.. (IIIPJACV - 7' 140 PE C) 1111S 0106 PREPARED FROM COIH'HIER IfIf'HI (IHAHS A HfIIENSIORS) tiHHIfIIW) RY rRHSS III It. TOP CHORD 2x4 SP #2 1301 CHORD 2x4 SP #2 N WEIIS 2x4 SP w3 DEFLECTION MEETS L/240 LIVE AND L./180 TOTAL LOAD. (3) 16D COMMON NAILS,IOENAII_ED. f FOR 3.54/12 8 GREATER PITCHES, VERTICAL WEB MAY BE 2.3" +/ 3" IN OVERALL_ LENGTH. 12-9-15--- I - ---- --- - 9-I1-9-- -- --- -9 10-1 Over 3 Supports R-=741 11=875 14-3.5" 140 MPII WIND. 3C.00 FT MEAN IIGT, ASCE 7 98. PART. ENC. HLDG, IOCATLD ANYUHLRE IN ROCiF, CAT 11, LXP C. WIND TC01=5.0 PSI-, 01110 BCfil--5.0 PSF-. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS' WITH NO WEBS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave_TP_I_-95 - _I-- Design Criteria_- WARNTMG" TRUSSES NEUUIRF EY TREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND - ,aRAt:I NG. Ntf EN TO IITB 91 (HANDLING INSTAL11N6 AND BRACING). PUUIISHEII BY IPI (TRUSS PLATE I NS11 TU1T, 5a3 O'ONOfN10 OR., SUfiF 200, kA015ON. YI 53)19). FOR SAFETY PRACTICES PRIUR TO PERT ORM ING INESE FIINY:T IONS. UtlLESS O111ENY1 SE (YDICAT EO, lop CNDR0 SHALI. HAW T PROPE III ATI AC'uED STRUCTURAL PANELS, BOITOM CHORD SHALL HAVE A PROPERLY ATTACHED 21610 CEIt ING. " 111'OR )ANT " 10NN/SH A COPY OF THIS DESIGN TO THE INSIALt. ATION CONTRACTOR. Al. PINT ENGINEERED P0.0011CT S, INC. SHALL NOT BE RESPOYSIBLE FOR ANY 1 EYI1 TI0, "RoM THIS DESIGN; ANi fATLURE TO 0011.0 THE TRUSSES IN CON F OR HA TICE YI IN TPI; ON FABRICATING. HINUI... SNIPPING, INSTALLING ANo r__ A t_ P I N E __ _ 1 BRACING OF MISSES. THIS DESIGN CONF0RN5 WITH APPLICABLE PROWISIONS OF NO (tlATIO:At DESIGN SPECIFICATION PUBLISHED OY THE "HEN ICAN FOREST .0 PAPFR ASSOCIATION) ANO TPI. ALPINE ��--------�` COO CIORS ARE MADE OF 206A ASIA A653 6N40 GALV. STEEL, EYCEPT AS NOTED. APPLY CONNECTORS TO EACR FACE OF TRUSS, AND UNttSS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 166 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN61NEERING Alpine Engineered PEodt►cts, hic. RESPONSIBILITY 50LELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAUILITY AND USE OF THIS Haines City,FL 33844 COHPOUENT fOR ANY PARTIC(ILAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNf R, PER Fh.CertificateofAuthorizatiou#567 ANSI/TPI 11995 SECTION 2. Rmax-393#@1.33, 369#@1.25 Iimax-472# " I Rmax=393#@1.33, 369#@1.25 dindx-472# f ALTERNATE LOADING TC l_I_ 20.0 PSF ' 1-C. DI 20.0 PSF BC Dl_ 10.0 PSF TOTAL. 50.0 PSF @ 1.25 -19-5d OTY-0-- HILLI-1=Ll- _Scale-_3/5"F_t TC LL 30.0 PSF REF R081--0 TC 01_ 15.0 PSF OAI-E 01/31/02 �ERP.�7N I HC Dl_ 10.0 PSF DRW IICIISR081 02031205 IFICgI j �D I B•; LL 0.0 PSF nc ENG /JWC iOT.ID. 55.0 PSF SEQN 28308 STATE OF �.cs•:2oalo a�� OUR.FAC. 1.33 FROM MDC -------.-._.-----__.--- SPACING SEE ABOVE WA27A (491N -P72 3336A - AI) 1HIS MIG PREPARED FROM ICOMPUIER INPUT (IUAOS d OIMENSiON!S) SULMIIfE0 1?Y TRUSS MTR_ lop chord 2x4 Sit #2 N Bot chord 2x4 SP #2 11 Webs 2x4 Sit #3 :W3, 414, 145 2x4 Sit #2 N: (A) IX4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be sup pIied and attached at. both ends to a suitable support. by erection contractor. A rigid ceiling or continuous lateral bracing at: 24" O.C. Must be properly attached to the bott.Onl Chord. 5X�)= .100 mph wind, 23.5o rt mean hgt, SBC, IM]LOSED Bldg, not 10Cated w1tIIiI 8.50 I't from roof edge. wind K DL =5.0 psf, wind K" 01 = 5.0 pst. (A) or scab bracing may be used in lieu of CLB bracing. substit.10e (1) scab for (1) CLB and (2) scabs for, (2) Ctl'S where shown. Bracing to be same size, species, grade, anti 80% length of web member. Attach with 0.128x:3" gun nails @ 6" OC. Deflection meets L/360 five and L/240 total load. 11 4X9= 5X8= 4X4= 3X6(Al) 3X6 (Al) 1 0 0 IE:MiM R=-1413 11-790 w-4" 36 8-0 Over 2 Supports R-13`.i4 11-720 A� +_18 9 14 10, PLT TYP. Wave I-P1-95 Criteria: iPI�TD) 19_0b2 01y:6—H ��/-/ 1 t. _ ---Desi�Cn __-Ver_ `"WARNIN("" TRUSSES RLOUIRE EXTREME CARE IN FABRICATION. HANOIING. SHIPPING. INSTALLING ANO _ — _ ___Scale—.1875" Ci RA(!IiU REFER IU HIB-91 (HANDLING !NSIAI1ING ANU HHAG,ING„ Y1N![Sitf0 UY IPI GROSS PLAIt TT' (I 20.0 PSF T C Rt I R(18l-)-)/£3£3 115TlT011 5H3 O'ONOFR10 DR.. 5UITE 200. MA01Sl1N, W1 '1N't; , FOR SAFEIY PRACIICES PRIOR 10 PERF iNF FUNCiiuHS UNLESS GI F.ERG 15f iN01CAi ED. i0P CHUkb SHALL i1..,E PROPERLY AT TA1:HkD 1t. DI_ 1.0 PSF --- -- — --- -" 0A1L 12126 1O2 CRY.INf, SE SIR UCIURAL PANELS. HOI iOM CIIONU SHA I.L HAYE A DP OFEAIY AIiACNfO RIGID CEILING. _�E(�p� .' — - - --"— — -- ^`IMP(IkEANI"• FURNISH A COPY IN hlIS DESIGN TO TH(. INSTALLATION CONIRACIOR. ALPINE FNCINEIRED y?�PStFIC4 �.t, 'V F + BC [)1 1.(}.() 1) SF DRbI HCUSRU81 023E005t ""'" P R OO UCi S. INC SHALL NOT 8E RESPONSIBLE FON ANY DtV1Al10N FkOM IRIS DESIGN; ANY FA11"1E 111 BUILD [HE IgUSSES IN CONFORMANCE WITH iPl; OR iA AICAiING. HANDLING. SHIPPING. INSTALLING 1N0 TRUSSES. THIS OESIf,N WITH ADPLICABLE PROVTSIONS OF NOS (NATIONAL UE 51GN kJ *, i B C LI 0 . 0 P SI H1 E N G L / JWC /MMA ALPINE BRACING OI CONFORMS IIiE ICAN FORf Si ANO RAPER A5SOC 1AT iGN} AN0 i'I. AV.DSNf. E8 Zti� - _ _ ---- SPEC IF IC AI ION PURL ISI!EO BY AMER CONNECT ONS ARE MADE OF 20GA ASTM a657 f,P 40 GAI V. STEEL. ERCEPI AS NOl(I1. ADPLY CONNECTORS IO O•, STATE OF IO1-.l D. 3/ D PSF SLOB - 12288 ?Alpine En-ginecred Produut5, Inc. HalneS City, FI, 33844 FI. Certificate of Authorization # 567 EACH FACE OF INUSS. AND uNl[SS 01 NEgWiS( lGCA7ED ON TIT DESIGN, F0S7110N CGNNEC)GRS PER OA.AWINGS 16O A_ Z. THE SE AI ON THIS DRAWING 1NUICA.IES ACCEPTANCE OF PROFE6510NA1 ENGINEERING RESPONSIHII.I I Y SOI Etc FOR THE IflU55 COMPONENT DESIGN S11"N. IRE SUIIAHIL T7Y ANU VSE GF THIS COMPONENT FOR ANY PARTICULAR 61,110ING IS THE NESPONSIBuiI'f OF THE Bllll01NG UES!GNER. PER ANSE/iPt 1 1995 SECTION 2, '2O TOP' AS '-•, R ,.: C4 SAONAI-Ea (0(-IR-(a(�- 7 2� SPACING 24.0" EP. tJM MMN JREF - 1RYIJ081 Z05 (11)1/9 V/2 33.38A A?I THIS I) WG I, RE P ARE 0 FROM COMPUTER INPUT (LOADS A (,) f MEN*,, I CINS) SOBM I I I t 0 BY TRUSS I'If R . 1up chord 2x4 .)1) #2 N Bot, Chord 2X,1 S11 #2 N Webs 2xwI SP #2 N 11, 1') 2X4 SP #I Dense: Wl, W/, 148 2x4 S11 #3: (A) IX4 #3 HEM FIR or better continuous lat.cral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied an(] attached at both ends to a suitable support. by erection contractor. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom1C110rd. TRUSS MAY NOT BE INSIAHED END FOR END. F) X 5 - 6X6 =- 100 mph wind, 23.17 It Illedli hot. sbc. LN( ' 10belly,ED b1q, riol located within 8.1t() it from roof edge. wind IC III -- 5.0 p s f , vj i n d BC U ( - 5.0 1) s ( . ( A ) or scab bracing tit a y be used to lieu of C L B bracing. s ( 11) s t I t u 1u ( I ) scab 1'or (1) CLB and (2) scabs for, '(2) Cl B"S where shown. Bracing to be same s I ze , species, grade, and 80% length of web membe r . A t L a c h with 0. 128x3" gun nails @0 6" OC. Deflection meets 1 /360 live and 1 /?,40 total load. 4X4 (A2) = 2X4 111 3 X 4 = 2X/I 111 2 X 4 \\\ 3X4 (A]) =— 1 0-0 5 - 0 - 0—;:—, 0 0 17-0 0 36-8-0 Over- 2 Supports----— --� R=1190 W-690 W-4" R=1631 L1---950 W-4" 01 ln� P[ I IYP. Wave ]PI 95 Desi'9�!Criteria: I Le r j a: I P I (S DL Der_ 5-Ob 01y: I Scale_—.1875"/Ft. TRIIS't$ REQUIRE fYTP(M[ CARL IN FABRICATION, HANDLING, SHIPPING. )NSTALt INC AND IC I L 20.0 PSF Rf F R081 �)9789 PACING.ALFLk f 0 INI i N, INSTALLING A NDWI,IR A 1: MGT . 01IL41 R SHEOL fly P (Flk (IS S Pt AIE 51 F1 At, [I I 6 C U I . iNST 3 $I PRIOR 1 T' F NA V(t P P I R I CR( 1110 11, 1 () PSI - DATE 1 2 126102 F OR ING 1 1FUNGI ION S . UNLESS I H M I A 0 , TO CHORD SHALL. L It ko, f�P�.()PfCktt AIIAPHCO RIGSO C f ISR P p, L . ST C 1 11 A A I. PANELS. it 01 T 0 CHORD OR 0 Sit A t I HAVE VE A A t) fANi FURNISH COPY OF THIS DESIGN 10 THE INTALLkTION CONTRACTOR At PIN( tk'�INLtPEO M131' XIF1 DI, 10.0 PSI- DRw DESIGN; Not 81 ki SPONSIULL FOR ANY DIIIAIION FROM THIS DES ANY FAII11RE TO PROOth: I S , INC SHAI I ILO THE JRIJS�CS IN CC 0 OR MA14C E ol I T It I I, I : Ok FA&R C I G, HAND G . $�. I PING, INSIAILING AMC k�uI A IN i IN I ` IS BRACING OF TRUSSES, " IS' CONFORMS W�INNAPPLAI�ABLLSPROVAIS OF NOS (NA11010MAI DESIGNEB Na.22iTil7 [I C, I L 0 . 0 PSI- IIC F N G J W C , 1/111 A /--AL P I N E P IT TPI ALPINE E C I I'A'1 �Mll ICAN FORES A 0 PAPER AS OCT j!0NN)SANG SPEC If ic.1 1011 P061. I it 20 . ..... . . CONNEC (OR , Aki KAOL OF 20GA ASIM A653 Gk40 GAIV. SI[Ek, EXCEPT AS NOIiO, APPLY CONNECTORS 10 0; ST E F 10 , 1 0 3/ 0 psf St (IN 34.37 CX,H C of ]HUSS AMU UNLESS 01 A, H(RW ISE II)CAIED ON THIS DESIGN POSITION CONNiCIORS PYREER�N F P t FN r G 0 R 0, ESSIONAL N - — Alpine Engineered hoducts, law. lfaines' City, Fl, 33844 ICI. Certificate of.4,uth,mzafikn 9 561 IF T,I Li . b D AM NGS 160 A Z. jMj SLAt ON ..IS DRAWING INOICATIS ACUPTAN PESPONSIII I I I I V SOL I I Y I OR THE 19 11 SS COMPONE N T OE 5 1 GN SHOWN THE SIJI TABILIIV ANO USE OF I" I S COMPONENT FOR ANY PARTICOLAR, BUILDING IS THE FIESPON110h,11Y OF IIIE BUILDING O[AGNER, PER ANTI/Ipl 1 199S SECTION 2 ... P I UR . F AC.-- 1.2 S I PAC I NG — 24. 0 FROM MMI-I JR E F I R Y 11081 Z 0 (,19119 P12 3:338A A2.A) IIII S bw' PRIiPARLb FROM COMPUTt:R INP!!T (LOADS & 1)1MENSIut1S) SiIbMIIIU) By IRI7S5 MFR_ Iop chord 2x4 SP )j2 11 :11, TS 2x4 SP #I dense: Bot chilyd 2x4 SP P2 N Wk,I)s 2x-1 SP #2 (1 :WI, ill 2x4 SP (A) IX4 #3 IIFM FIR or better continuous la..eral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at. both ends to a suitable support by erection contractor•. A rigid ceiling or continuous lateral bracing at 2 4 " O.C. Must. be properly attached t.o the bottom Chord. 5X5= ()x6)= too m1rt1 wind, 2:3.17 it, mean 11g(:, SBC, INCLOSED bidg, not. located within 8.So 11, lrom roof edge. wifill I III = 5.0 psf, wind BC I)l (A) or, scab bracing may be used in,lleu of,Cl-B bracing. substitulee (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, speCies, grade, and 801 length of web member,. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets 1_/360 live and 17240 total load. 3X6 (A1) 2X4 III 3X4 = 2X4 III 17-0-0 R�1413 11--790 1,1=4" 2 8-0 36-8-0 Over 2 Supports 17-0 0 po _T 9 1=} ,— L -.) R- 1354 t1=720 ob5 1)11 1Y11 WavE IP1 95 —.-_-_ Design Criteria_ FP1 1)L_ Ver 5_05 01y:l FIB /1 E. Scale=-.1875" Ft. ----- ---- - - -- `LLL _L-- _ -- --- -----1 --- %"WA.RNING-A TRUSSES RE:GUIRE EXTREME CARE IN FAIIRICATION, HANDLING, SHTPPING. INSTALLING ANO }(, L.I.. 1 O . O P SF t C ] n/ HRACIN6 GEFER 10 Hlb 91 (HANUL ING IN.STAII.ING AND URACING), PU8L ISACO HY IPI (Tk IISS PLAIT R1._I R081 - •).t/:71� INSTITUTE. 563 U•LINOFk ID OR., SUITE 200. MAOISON. NI 63719(, FOR SAFETY PN.ACTICES PRIOR 10�_- -- PEkFOkMING THESE FUNCTION$. UNLESS 01H(RNISE INDICATED, TOV CNi1Rli SHALL HAVE PROPEPIY ATTACHED IER.P F i C I)1_ 7 . 0 PSI D A T E 12 / � 6 /(12 SI NIIC I UR At PANEI. S. 80110M CHORII SHAt t. HAVE A PROPERLY AI IA4HED RIGID CE II ING. "IMPOHfANT•' FURNISH A COPY of TH15 DESIGN SJ THE [hs fAl CATION CONTRACTOR. ati%INk ENGI RE EREO S�v� li (. Df_ lO -() P51 DPtI N;,IISROcSl C)L3f.1)(74C PROU" IS. "I I'll IN NUl HE kESPONS161E FIII ANY DLVIATION FROM 1HIS DESIGN. ANY FAILURE 10 *� Reno THE TPU$SE5 IN CONFORMANCE WITH TPI: OY FAHR,CATING, HANDLING. SHIPPING. 14SlALLIN; A.Nti 11(, LE O-O PSI H(, F P'It] L1i'�(.�I'lMA /-A 1_ Il ' �I (- )HNACING OF TRUSSESIHIS GESIGN CONIORMS W11H APPI. ICAHLE PROYISI UNS (iF NOS (NAIIJNAI. DESIGN - EB ll rIV l- SVEC l:Al (ON Pu6iIS11ED HY THE AMER TCAN FORE SI ANO PAPER ASSIIC I ATSON) AMO 1P1. Ai.Y[NE il- liC./ 66�� rftcC t,� LCONNLCRS RPL MADE: OF 20GA ASIM A653 Gk40 GAt V. SIEE1. EXCEPT AS NOTED. APPLY CONNECIORS 1J 0�, STATE OF :� I IlI ( P 37.0 PS1 SE ON 34 J:./ EACH FACE tIF 1kUSS. AN(i UNLESS OIHERW 15f CAT CN THIS DESIGN, VOSITIUN CONNECTORS PER F•.'2otiioP•�� DRAWINGS 160 A-1. IIIE SEAL ON I H I S DRAWING INDICAIES ACCEPTANCE OF PROFESSIONAL ENGINE11kING ss/ONA�E� DIIR.(AC 1 ?5 FROM MhlEl Alpine 1'ITbinteT'C.I h oduGts, Inn. RESPONS181LIIY SOLELY FOR [HE TkUSS COMPONENT DESIGN SHOWN . THE SUITABILITY ANO USE OF THIS liairle5('try, FL 33844 COMPONENT FUR ANY PAR ICUL AN DO LD ING IS IHE RE SPONSIR It I I V OF 111E RUII DING UE SIGNER. PER E, C� P�L, Certificate of Authon Zation#567 ANSI/TPI 11995 5Et:110N 2. SPACING 24.0" 1IREF - 1Ry11O8I ZO5 (191/9 P/2 3338i. - A3) THIS OW6 PktPAkE0 FR911 COMPIffEk INil UT !LOADS & ON[ j SUBrIITIta) B't THINS FiFR Fop chord Zx,I SI' P2 N hoi chord 2x4 SP #2 N Webs 2x-1 SP #3 :al-1 Zx'I SP #? PI: (A) 1X4 #3 HEM FIR or better continuous la,t.et,al Nvacing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support. by er,ectit�n contractor. A rigid ceiling or, continuous lat:et,al bracing at 24" O.C- Must be, properly attached to the bottom chord. IRUSS MAY PLOT BE INSTAIA 1:D END FOR 5X5=- 100 mph wI nd, 22.6/ ft mean hgl., St3C, tN(AOSED bldg, not. Ioc:at.ed within 8.110 tt Prom root edge. wind TC III. _ 5.0 list, wind 13C III b - 0 lisp. (A) or scab bracing may be used in, I1eu of CI.B bracing. subst.itui.e (1) scab tot, (1) Cl_B anti (2) scabs tot, (2) Ct[3'S where shown. Bracing to be same size, species, grade, and 80% length of web meTHber. Attach with 0.128x3" gun nails @ 6" OC. Deflection meets 1/360 live and 11240 total load. (X6= 4X4 (A2)- 2 X 4 Ill 2X4 ill 2 X 4 \\\ 3X4 (Al) 1 0 0 15 ()- 6 8 O 1 0 0 �3 *18 9 14 --3fi 8 0 liver 2 Supports ----- R--1190 U 1690 W=11 R-1631 t1-940 W =4" ' PIT TYP. Wave TPi-95 _ De ign Cr-it.eria_ TPI�S1p) Uer: 5.05 OTY.I Fij-/1[/ / Scale 1815 Fl L. _— — ---- R --- .— —_ _ _ _ — ----- — _ --WARNING-- iNiISSES kEOU 7RE EXTREME CARE IN fABNICATiOX HANDIING. SHIPPING. INSTALLING ANO 1-(� [. 1. 20.0 I �I r7 r NNA_1NG. Ri.FtN IU Ilk; Y] IHAN011Nt, INSI'AILING ANU Hk AI ING), VI1Hl1SIItiJ OY IVI (Ikuss PLATE) R1-I R. Oil 1_-179191 INST! J) La IJ'ONi)fN 10 UN SUITE 20D, MAu ISUN. WI 5'I1 FOR SAFE If HAVEPk ACIICE5 PRIOR TO - -- 51RUL TUNAI P ANE I SF lIL C 110MSC. hI UNU E SS (I["LI MAYESA I Of AoD. T ACII E DORIIG RIGID E II ING.PROPERLY AIIACHEp jER P.p It.. I:I. J.(1 PSI- DAl I- 1?/26/0) '"i MPOH TANT'" FURNISH A COPY Of [HIS Ot SIGN 1+J 01E INSIALI ATION CUNFRACION. ALPINE ENGINEf.RED �P�="tiFlCq �2 ;�k�' rF, F;C Dt 10.(1 t'SI 0 R W HCUSR061 0z3f00st PA d0 UC1 S. INC. SNAIL NOT bi. NESPONS16li. FOk ANY DEVIATION FROM THIS DESIGN; ANY iAitklkl 1O •kJ NO ,7t B111T0 14f. TPu SES IN cc NP 0AMANCE. WITH IPI: Ok FAt,R ICATING, HANIJLING. SH?VP 7NG. IN ST AILING AND Ill i/-A P I NE PR ALINGGF'.HUSSfS iHiS DESIGN CONFCAMS WITii APVI iCAfltk PNOVISIUNS OF NOS(NA71UNA1 lifS1GNE8 //' �� I3 t, [-! O-il PJI IC!t' IiI (7 1I1 ('/i1I!A 5'PEC IF Ii Ai {ON PUBLI.,,, Be THE AMEN [C AN Fi1RESi RNO FAFFR ASSUC TATiGXj ANG TPI alP1Nf31 -(l t)SI .)F_11i�1 344(�------- CONNECTORS ARL MADE OF TOGA ASIM A653 GR40 GA.TV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO O;, STATE OF :� i 0 I - I D - EACTi FACE OF T SS. ANG UNL.f.SS 0111EPWISE i.00ATEO ON THIS DESIGN, POSITION CONNECTORS PER F•�jCR1OP:��-..__...._. _.._ ._ _— _ _... _.__. __ DRAWINGS 160 A 1 FBt SFAL DN THiS DRAWING iNUICAIES ACCEPTANCE OF PROFESSIONAL ENGINURINS SS�ONAIE� i Dl1R (AC- FROM MMI1 Alt,ine '-Ilf,inecred Pf Oa11CFH, Ino. At SPONSIHIL II SbI. ELT FOR THE Tk,SS CUMPONENI DESIGN SHOWN. THE SUIIABILI I, ANU 1/ f OF -ill5_.- Haines City, F1, 33844 COMPONENT FOR ANY PAW i10iAN 1011,DING IS THE kESPONSIBIIITY Of THE HULLOING DESIGNER, PER 14.n" JREI 1RY(1081 105 F�I,CeillncaleofAuthoozallonu567 ANSIflki 1'1995 SECTION 2. SPACING I op chef i1 2x4 51' #2 N But druid 2x1 sP #2 N Wells 2xl sP #3 :W4 2x-1 5P2 It: (A) M #3 HFM FIR or better, continuous lateral bracing to be equally Spaced. .At.tach with (2) 8(1 nails. Bracing material to be supplied and attached at both ends to a suitable support, by erection contractor. A rigid cellin) or Continuous lateral bracing at. 24" O.C. Must be properly attached to the bottom chord. 100 rnph wind. 22.61 it mean IT(jt., stic, IHOOSF1) b1(1g, not Im,clI.(°(I wit.hiIT 8 . ` 0 ft from roof edge. wind I M =- 1).0 psf, wind BC I)L -_ `.).0 psi. (A) or scab bracing may be used in lieu of C L B bracing. substitnt•e (1) scab for (1) CLB and (2) scabs for (2) Cl_B'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. Deflection meets 1 /360 live and 11240 total load. 5XS = 6X6 - I' n 5X8= SXS- 3X((A1) 3X6- (A1) 2X4 III 2X4 III 1 0 0 1S 0- 36 8 0 Over, 2 Supports R--1413 W= 790 W--4" PLl MI. Wave IN -95 Design Criteria: iPi(STi))_ Ver: 5.05 '"6'AANING"* TRUSSES Rt: QU IRE E1iRf ME CARE IN FAUA iCAiION, HANDLING. SNIGPIN-;, INSTALLING AND BRACING. REFLk TO 1118 91 TIIANOI.ING INSIALI.ING AND Hk ACING). P0N1. i.SHEU UY TPI likllSS PLAT( INST!IOTE, iO3 1)'GNOFITT IO OR.. Sllli( 200, Ma0.5O N, u1 53719). FOR SAFLT'i PAAC1ECES FN TOR IG P E: RFORM INO IHESk FIINCI IONS. UNLESS OIHEANIS[ INUICATEIi. TOP CHORD SHAtt IIAVE PROPERE.Y ATIACHkO SIRU(TURAI. PANELS. 801 IOM CHGRO SHAI.I HAVE A GROPERL'f AT[ACHED RIGID CEILING. —IMPORTANI" iORNISH A COPY OF THIS DESIGN TO TJIE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO 9RODICT;, INC hAI. 1. NO bE RE>FONSIELE FOR ANY GE VIATiON FROM IHIS DESj N, A1,41 EAILLkE. 10 VOILE 111E IRIISSES IN CONFORMA NCf YIIU TPI; Ok FAURI(AIING. HANDIIND SHIPPING. INSIAILING AN *: Al_ P\E-HRACItIGOF Tktj ES Hls 01SIGN CONFORMS WI1H APPLICARIE PROY15IONS OF f05 (NATIONAL DESIGN SPECIE ICAI I:iN PIIEL ISHII) NY ikC AMERICAN FOREST AND PAPER ASSOCIAI ION) AND TPI. AIPINECONNE Ci09, ARE MADE OF 20GA ASIM A653 Gk 40 GAIV. SIfEI. EYCEPI AS NOTED. AFALY CONNECi0H5 TO EACH FACE Of TRUSS. AND UNLE55 OI NERNISE LL1CAiEG ON THIS UESI'll POSITION CONNECTORS GER DRAWINGS 160 A. i. THE SEAI ON MS DRAWING iNDICAiES ACCEPTANCE Of PROFESSIONAL. ENGINEERING � Alpine I'.nglneele Cl l3!othicts, Inc. Rf SPOnSiN It TIf SO(.Ei. 'f fOk THE IRUSS COMPON[NT DESIGN SHUNN. THE SUi 1ABIL ITY ANO USL OT THIS Ilaines City, FL 33844 COMPONENT FOR ANY PART JClJ[AR bNIIDING IS THE RESPONSIBILITY OF 111E 8tllLDfNG DESIGNER, PER Eil.CenificateofAUthoiumtion#567 ANSI/TPI 1 199' SECTION 2, R=1304 t1= 710 F Ty:1 lli/-/I/ / E / / m Stale .1875"/Ft. (4`1179 1'12 3338A - r-,4I THIS 1416 PRE.PA_RED FRorl cOMPOTEk INPUT (IOAUS & OItie rISIONS) Sf16t-11II O NY JkIISS TVR. Top churd 2x4 SP #2 N hot chord 2x4 SP #2 Ill Webs 2x4 SP #3 I(A) IX4 #3 HEM FIR or, better continuous lateral bracing Lo be equally spaced. At, Lach with (2) 8d nails. Bracing material to be stir) pIIe(I and attached at both ends to a suitable support by erection contract:or, A rigid ceiling or, continuous lateral bracing at 24" O.C. Must. be fir operIy atIached to tile bottom chord. TRUSS MAY NOT BL INSIAIH-0 END FOR tNO. f X(i= 2X4 III 100 mph wind, 22.1/ ft mean hgt, SBC, ENCLOSED bldg, not located within 8.50 ft from roof edge. wind TC UI = t;.0 psf, wind BC DI - 5.0 psi (A) or stab bracing may be used in. ]tell of C18 bracinij. substitute (1) scab for, (1) CI and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280 " gun nails @ 6" OC. Deflection meet's 1_/360 live and L/240 total load. 6X6= 4X4 A2 2X4III 3X4= JA0( 3X4= 2X4III ( ) =— 3X4(At ) Too K=I186 0-680 W=4" L-.-5-0-0-- I "" 0-0 1 10-8 0 I 1"3-0- -T 36-8-0 Over 2 Supports-_—_--- -- —� D�o H 1635 (1-940 W -4" Pt TYP. Wave TPI 95 _Design Criteria T1T1(SID)_ V e r 5_-0.) — QIY_1 hi 'i F Scale .18/5" It, *"WARNING"" rR USS(S NEOU INE EXTREME CARE IN FABRICATION. HANDLING SH [PF IMG. INSTALLING AND - bk AC T N„ kEFEN IO HID E9! fEHANO(ING 1N ST At ING ANTI BR AC INGI. , Ibt 1Si!E I) HY III IIRII SS PLAI( I 1.1 20 0 PSl p ((�� )) ntY Rl I- R081-F)9193 I NST1I,jE. B3 O-GIT0 HIO DH.. SUITE 2G0. HAD ISON, NI 53719j. FOR SAFEII FNACT1Cf:S PRIOR 10 EINEPWISE — -� — - PERFORMING THESE FIINCTTON,,. UNLESS INOIC4,1E0 TOP CHORD SHALL ItPROPERLY AIIACHED ISRP,p ( 1(. 01. 7.0 PSI I'` DAIT 121 6/0? SFRUCiURAL. PANELS. BOTTOM CHORD SHALL HAVE A PROP(RI.V ATIACHEII RIGID COIL IkG. "•IMI 11H TANI •" FURNISH A COPY OF THIS DESIGN TO THE INSTAt(ATION ALPINE ENGINEERED ` V %•P q �•ti .ONTPACiOR. S. INC. SHAi.E N01 Bf. NL SPONSIbtE FOR ANY DEVI AI IGN FROM THIS DESIGN. SI LN: ANY fAILI1NE i(7 'V� rtc. No. Y2 IISF tic 01 10.0 I SF DPW IIt,N$Rt)fil 0[3E G(l1] ( - ALP P I. N E B(1110 THE MISSES IN CONFORMANCE WITH TP1: Ok FA8RICATING RANI L[Nr SHI PPINf,. I1 TOM 1NG AND 6'ACIHi3 OF IRUSSCS. THiS DESIGN tGNFOknfo N1111 APPLICABLE VNOVi li-) GF NG5 (NAiIONAI G!)!GN *� '* ,[ • �EB J Jt 9At1O 13C l-. f 0. 0 P5f - —.- -� ---- Hf F NG.....L 1WC/t'lt°lA 1 r r I __I - SPEC If ICAIIGN PUR/ISI{I.D BY TIIC HERICAH F/iR ESi AH0 PAPER ASSOf, IAi lONJ AND TPI. At FINE CONNECIGHS AHE MADf Of [CGA ASiM A653 GRLO GPi.Y. STEEL. EXCEPT AS N07t0. AFFIY C'vNNkC10NS i0 (�/ [11/(� 0St�TATEOF :�� )(1(1 j). ?] O 1'SF 5l(�j'l- EACH FACE OF IRII SS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNCC IOkS FE8 tC� 1OF111 SSiO..... .j441 Alpine Engineercd Products, Inc. Haines City,FI, 33844 FT,(.ertiGcateafAuthoriaation4567 DRAWINGS 160 A 1, THE SEAL ON THIS DRA.WiNG INDICATES ACCEPTANCE OF PROFESSIONAt ENGiNEER[f,�G NESPONSTHIt IIY 501kLY F11T Ok THE TRUSS COMPONENT DESIGN SHOWN oft 5OTIAB1Y AND OSE ONAL F THIS COMPONENT FOR ANY PARTICULAR BOIIOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER I ANSI71P1 1 199' SECTILIN 2, fi1.lR. FAT; 12. . .5 SPACING 24.0" FROM Mh11-I JRE1 1RY0081705 (:I II Ili P 11 3 1 ift4l AI)I 1R1., kkEPAREU FkOr4 (l)9PU1Eli 1111,0i (i0A0S & lllh!tr1 i0PoSj SULt111r[U e kUS5 III`R I op Chord 2x4 SP ,12 iJ Bot. Chord 2x4 SP #2 W Webs 2x4 SI' #3 :VJ4, WO 2X4 SP #? it [)eflection meets 1/360 live and 1_/240 iota? Wad.' (TX6= 2X4 III too mph w1rid, 21.61 ft; mean hgt, SIX t 11110SED Bldg, nutlocated w1Ui1n 8.50 tC from roof edge. wind I 111 5.0 [is t, wind 8C 61 - 5.0 psf. A rigid Ceiling or continuous lateral brac,irig at 24" O.C. Must be properly at,tac.hed to the bottom Chord. OX6= --T 9 14 J AU 3X6(AI) 2X4111 3X4- 3X4= 2 X 4 III 3X6(A1) 0-0 - I - 14-8-0 —1— -11-0- 3 6 - 8 - 0 Over 2 S(Ip1)orts R=1411 11=180 W -4" 11I.1 1Yp. Wave -['PI Elk, DeSIEn Crite.rI TPI (STD Uer: 5.05 0fly- "WARNING`" IROSSES REQUIRE M illME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND _ PA AC [N6. RLFfk IG !+IH 91 (+fdnGI ING INSTALLING ANO Bk At;IN.;j. FUfiL ISHEO 8Y iPl (TRUSS Vt AIE 1 N51ITIM E. 583 D oNOFR13 OR.. SUITE 200. MADI SON, W1 53719). FOR SAFETY PRACIIGES PHILIP 10 FOR MING IH£ I fuNCI IuM UNLESS OIHFRViS( IxO ICat EG. (OV CxOkB SHAI I. RAVE PADVERLY AIIACHED DER P F. SI R UCTURAI PANEI S. BOTTOM CHORD SNAIL HAVE A PAOVENtY Al[ACIIED RIGID CEIt ING. 10 THE !N';IA(.LATION CONTk ACTOR. ALPINE EN,;[NELkEO P,'�jIFIO `.� '9T"2 '•IMP()kfANI— FVNNISH A COPY OF THIS WSIGN P ROD IICIS. INC. SH AINOT BL kESPONSIBIk. FOR ANY DE VIAIION Fk.OH :HIS DESIGN. ANY 1-AIL'" 10 ND.2'2830 AALPIVER .I DUILD IHE TRUSSES IN CONFORMANCE WE tH TYI; 0R FABRICATING. HAND I ING. SHIPPING. IHSIAI.LING AND NE HRAC ING OF 1POSSES. Tills DE SIi;N COHF ON MS NIIH APPI ICAHIE PN OVISIONS OF xD5 (NATIONAL DESIGN /yr' EB Y I ' 'la —I SPECIFICATION PUBLISHED BY rHf AMC ICAN FOREST AND PAPtA A, OCiAlil0kjAND IPtAI.P INC��CONNECTORS ARE MADE OF 20GA ASIM A663 GR40 GALY. SUIT.. EXCEPT AS NO1LD. APPLY CONNECTORS 10 OSTATE OF EACH FACE OF- TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSIIION CONNECTORS PER Z. THE SEAL ON IHiS DRAWING 11,01CATE5 ACCEPTANCE OF PROFESSIONAL ENGINEERING F`S;•�pRlp,C7� , A.lpine J'AE,IIIeCI'ea Ili oducts, Inc. City, 33844 DRAWINGS 160 A RESPON51811. I fY SOLELY FOR THE. TRUSS COMFONI, NI Of SIGN SHOWN. THE SUI IABIL ITY AND OA OF THIS COMPONENT FOR ANY PAR IKliLAR, 6011.0I146 IS THE NESPONSIBIL iTY OF THE BUILDING DESIGNER. PER M-� Haines Fl, Ft.(�ef[rLICAte OEAutho117atio1 9 567 ANS171P1 11995 Sk CT10N 2. 1 0 0 R=1411 tJ=780 W=4" L-L_-- TC IL 20.0 PSF C DI 1.0 PSF BC D1 10.0 PSI t+C 1; 0.0 PSF 10T.1 D. 37 0 PSF MIR.FAC. 1 25 SPACING 24.0" Do Scale=.187Y'll-tt RFF R081--59794 DAIL 12/26/02 DRW FiCOSR081 02 i60026 li( F NG JWC/MMA S[ ON 3444 FROM MMII JRFF IRY11081 _Z05 (491/() p//1 33WA - 461 Ails DWG rREP,ARE(I IRUM t;OMPUTER IRFUI (IOA0 & OIMt, PIS IOffs) J(IHPIIIIE1) P3Y I"kIISS MFk. lop (.hard 2x4 tit' #2 11 Hot (hard 2x4 SP #2 tl Webs 2x4 SP #3 Deflection meets 1_/360 live and 1,12,10 tot.ai l0ad.- (iX(= 2X4III l00 mph +n!rul, 21.17 f(. mean hgt— SRC, E1100SH) Bldg, ITO located within Y.50 I troill root e(Jge. wired 1C 1)[ = 11.0 psf, wind t3C 01 5.0 psf. A rigid Ceiling 0r C 0 11 t 1 IT U 0 11 S lateral bracing at 2 4 " O.C. Must. bEs properly attached to the bottom chord. 3X4= 6XO=- 2X4�/ -- 2X4� 3X6 (AI ) 0 0 R--1411 I1=//0 W--4" 3X4-- 5X83- 5X5= 3X4-- 36-8-0 Over 2 Supports 1111 1"YP. Wave I P I-- (Ib Design Criteria: ll)1(S1D)_ Ver' "MANNING•' TRUSSES REQUIRE EXTREME CARF IN FABRICAi ION, HAN51 ING SHIPPING. INSTALLING AND NR AC IN,. REFER 16 fill-91 (HANDLING INSTALLING AND BHAC ING). PUi:.Sll.l BY IP1 (IkO:S PLAfk INSTl TUIE. S83 )'GNUF4 tO UH., SUITE 200. MAUIS(iN, WI 53l 191. FOk SAILTY PRACTICES PRIOR 10 P FRF ORM,ING 111ES1 FU NC 170N 5. UTI(ESS OI HERWI SE I"'ICA, EO. 10I CNONf SHALL HAYS PROPERLY AI IACH EO STR HCTURAI. PANEIUOT10M CNGRU SNAIL. HAYF A PROPERLY ATIA,"D HIG10 CETI. I NG. -I Pop TART`• t11kNIS11 A COPY l7r THIS DESIGN 10 THE INSIALIATION CONTRACTOR. A1.P INE EN,I NELk EO Pk GONCI S, INC SHALE N01 BE RE SPONSIHLE FOk ANY OEYi Ai IOk FRGM iNIS OE SIGN; ANY IA-I.OPE TO 171JILO THE iH IISSFS IN ('0NE 0RM ANCE WE IT IPI: Ok 1ABRICATING. II AND ING. SHIPPING. TNSTAI LING AND \E— IIS - S GNS F NO NA1 ON` O SIGN A 1_ f)NR AC FI AI IkUS,ES. TU,n HESAME CONFORMS NITH APPAPER EE PkOYI.I S J ,5 ( I t E%mil f SVFC II ICA1IIiN PUHI. I'iNEO HY THE AMEN ICAN 100.E 5I AN0 PAPFN ASSUCIAIION) hN0 TP1.AIPINC— —C NNECT0R5 AHE MADE OF ZOGA AS IT A6S: 3 G44O GAL,. SIEEL. EXCEPT AS NO TEU- 1?PLY CGNYEGi NS lu EACH FACL OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160' A L INE SEAIC IN 191S DRAWING IN01CAIES ACCEPTANCE OF PROfESSIONAL ING!NEEk166 ,,Idpinc U',ngineeled Ili oduCts, Inc. RESPONSIO It I IY iOLELY FOR THE THUSS COMPONENT OESIGN SHOWN. THE SIJI)ABIL(fY AND I1SE OF THIS Haines City,F1, 33844 COMPONENT FOR ANY PAR IVk Ak 60ILOING IS THE k(SGONSIBII. ITY OF THE PON DING DESIGNER. PER. FL Certificate ofAuthonzationk567 ANSI(IPI 1 199S SLCTION 2, 5.05 P�j SR C p, *1 N0. 22&14.* 6 EB 20 Off, STATE OF �AsS �NA1-ESL 3X6(A1) 1 0-0 9-0-0 R=1411 U410 W-4" -0_18-9-14 1C LL 20.0 PSI 1 (, 1)1, 1 .0 1) S BC D( 10.0 list- 8 C LL O.0 I SF IOi.ID. 37.0 PSI - FAIR. FAC. I 25 _ SPACING 24.0" 001 SEA I „ . 1.8/5"LIt RL1- R081--59795 DAIL 12/26/02 DRW HCHSROE31 0C360074 IJ( LNG JWC/MMA S L ON 3448 FROM MHII JRI-I IRYN081_105 t4917'i P12 IIH 8A AM) THIS OW6 PR( PARE 0 1kill M (IOMPITTER IUPIII' (IOADS & 01NENSION Sol SIIbtlI M1) R'Y iRIISs MFi<. I op t hor'd 2x41 SP #2 N Bot chord 2x-1 SP 92 N W, bs 2x4 SP 113 100 mph wind, 20.67 ft mean hyL, SBC, INCI, JSED bleg, located anywhere in roof, wind TC OL = 5.0 pst, .rind BC. 01 = 5.0 psf. A rigid ceiling or, continuous Iateral Ur -acing dt 24" O.C. Must be properly attached to the bottom chord. Defiection meets 1/360 live and t_/240 total load. 2 Complete Trusses Required N !L! N6 J AiU;ULE: (0. i?8x 'Is .0 g_._fidI ISj TOP CIIORD: 1 ROW @ 12" o.c. BOF CHORD: 1 ROW @ 12" o.c. WEBS : I ROW @ 4" o.c. IISE EQUAL SPACING BETWEEN ROWS AND STAGGER NAZIS iN EACH ROW TO AVOID SPLITTING. #1 hip supports 1 0-0 Jacks with no webs. 5x8- 3X4-- 5X5- 3X4- 5X8= 6 (- —i 6 3X4= 5X5= 4X4(A2) 1 O 61 "t-yr /-0 0 R-2821 111-1581 W-=4" 3X8= �)X5- 3X4= 22-8 0 _I_ 7- 4X4 (A2) 1 0 0 �1� -�18 9 14 36-8-0 Over 2 Supports— — J R=2821 UJ i81 W==4" Pll IYP. 1•JavL' 1Pi l-- wave p 95 ------Deli<n Criteria__IJ?I(SID) Ver: — �i.05 _ _ QTY:T ITIj-/I/ L / Scale =.1875�!L___. *WARNING"" TRUSSES REOHIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T(' I !.. 2 Q D P SE !1 C R1 itO81 (1 59796 NRAiI);,. REFt IG I110091 (I!ANGI. ING INjf Ati.IhG ANp NPACiNG). PUHI.ISIIFU HI TPI +fRl i I'(. A f i. - . I I NSTI IIITE. 5B3 D'OkOi NIO DIT SUI fE 200. MAD I SO N. W1 53719). FOR SAFETY PRACTICES GRiUR IU-- PERFORMING THIS; FUNtNERMlSE (NDICAiEJ. lOP CHORD Slldtl. HAVE PROPERLY PI'A.CHEO It; Li I.. 7.5 t'SI l Di`.TF 12/26/02 SSRP.F Si RUC fURA( GAN[ I S. DOI TOM HcikD SH AI. I. NAVE A iHOPERLY ATI ACHED 91G10 CELL ING.jIFIC' S�G�P qT�„L "IMPUH.FANI " IHRNISN A C1vY OF THIS DESIGN i0 it{E INSIAitAtION CUNTRACfOR. A!.FIN! 1NUINElRfl1 BC DI.. 10.0 PSI= D1?W I',ClISR081 02360025 PRODUCI S, INi SHALL NUT DE RI SPONS(NlE (Gk ANY OEVIAi ION FGOM IIfIS DESIGN, AKY FAIItIRE 1v HUIID THE IR HISSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SH IVP I NG, TNSI AI(1NG AND *,j Np, )2 •*• �.[i83/$/ Il•(1 135E I ( p �,/Mi`1A ! ALP 1 Nf BRACING OF TRUSSES THIS DESIGN CONFORMS Wi fH APPLICABLE PROVISIONS OF NOS (NAlluNAt Of SIGN C GB/J1�f 9QItO 13 t, I_I I c 1 11h 111J _ _1 SPECII ICATIi)N PDBI.ISIIfO BY IHL AMERICAN FOREST AND PAPER ASSOCIATION) AND 1Pl. ALPINE CONNECTORS ARC MA.IiE OF 20GA AStM A653 GR40 GAL V. SIEEL. EXCEPT AS N01LC. APPLY CONNEt TOkS TO liC/ a L J(!� 0,% STATE OF 10 1 ( '"""""--- 0 --' 0 PSI - -"" S! QN 3452 --- -'-- �-- EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN. POSITION CONNECTORS PERF1pg10P,.'�,� �� . . .3) , DRAWINGS 110 A i. THE SEAL ON THIS pRAWING 110iCATES ACCEP(AN(E OF PROFESSIONAL ENGINEERING s`S�ONAt D �(2 A(.. 1 2 5 F(?�)M Iii�1{ Alpint FnIgin"i-Cd FIX o(uas, hic. R E SPONS Itf 1111 Y Sol " FON THE TRLISS COMPONENT DESIGN SHOWN, THL Si!I IABfIllf AND IISE OF THIS . . --- 1-1 amen(lty,FI, 33844 COMPONENT1,tk95NY PATEIICIILAi, Hl1IiOlNG IS THE RESPONSIBILITY OF FHE BOILDING DESIGNER. PER SPACiNG SCI AI30Vf JREE 1RYI1081 ZOS FL C'eRificate of Authorizationµ 567 (191N-P12 5338A A8) THIS OWC, 1"REPAk10 I WIM ER tlilltlf (I OAO< K WMENS IONS) S118M I III) HY TRUSS MI k . 1up chord 2X1 SIP ,It,? I'l But chord 2x4 SP #2 N W(.-Os 2xi Si' 13 :W8, tr110 2x4 SI' #2 N: If (A) or scab bracing may be used in Hell ol,('.1.8 bracing. substitute (1) scab I o r- I ) Cl B and (2) scabs for, (2) Cl B ' S where shown. Bracing I o bc- same size, species, grade, and 80% length of wet) member. Attach with 0. 1 28x'i " gun na 1 1 s @ 6 ^ OC . A rigid ceiling, or, continuous lateral bi,aciliq at. 24" O.C. Must be properly alt.aclied to the bolt.om chord. 6X6 = 3 X 4 100 mph wind, 22 . I I r I, mean hq t . SBC , ENO OSI: 1) IT 1 (19 , not located within 8.50 11, f['Olfl I-00f edge. wind IC M - 5.0 Psf, , wired BC DI - ') . (I If s ( . I(Ililit, end ver-t.lcd] not. exposed to wind pr-'zssrir,e. (A) 1X4 #3 HIM -FIR or' better continuous ldfCI'dI t)r'aC!rig to be equally spaced. Attach with (2) 8d na i 1 s . B I,ac i rig material to be supplied and attached at both ends LU d SLIltdt)le SrJj)j)0rt by erection contractor'. I)elh-,ction meets L/360 live and t/240 total I oad - 3 X'1 —= 5X5 =— X8 EF- 4X4= 3 X 4 3 X 8 (AI 1 0-0 13 0-0 19 8-0 --4-0-0 T8—, 6 - 0 '3-4-0 11 - 10- 0 36-8-0 Over 2 SUppor R. 1423 U-701 W-4" 4 111 R-1345 11-665 so 1 4- 10-3 IL 18 914 T Pl T I Y P W a v e I P I - 9 5 Design Cr�jteria: TH (STD D) Ver�: ').M Q1 y 1 111 Ll I I- I - Scale ---.]87Y'/FL. —WiRNING.- I PUSSES RE00M WREmi, CARE IN fASkICA110N, HANDLING. SHIPPING,. INSTALLING ANJ RAC�NG,C kf�Ffk f 0 HI IT 9 1 " i A NUt ING INSIAIII NG AN (1 104 A L I NG 1 1'118 I. 1 If k 1) Of T'P-1 I BUSS VLAIL 2(l. 0 1) st- R E 1 P081 - 59797 I T, 83 VORCFRIO 0 R Tif 200.IMAD SOAJ.AWEIO I li, IS PRLOR 10 PN�Tokm�NG RF IHE St F ONCI ION, Im FS OrHERW SE ;Nflii- T To C 0 SH I I HAVE.PkO"Rkif A11ACHF0 ISR P p 0 PSI DATE 12 2 6 O1 ST I FAWS. OOTTOM LHOkO SNAIL HAVE RI C TON AL A PROPERLY ATTACHED RIGID CEILING ..... L . I .. -�JIFI — 11 — I I I -- .--- — _ I hPlik I AN I FURNISH A IOPf Of THIS U(SIGN TO fHL INSIAIIATION COhfRACTOP, At ENCINFiPtO IT PRODUCTS,IN NOT Ilk SPON S OR ANY UWATIO F ROHHIS OESIWO ANYS11 All I"Ok TO ODUC S, (0 1, CW - .1 �-" A� Cj No. 2Z, 1, 0 . 0 PSI DRW ficusRo8i on(,ciuo A L P I N F �RCS"SHAJJ MkE fif , C IV I I N � � fill I ( 0 HE u cs ON OR Ali III IT 1; OR IAbITICATING. HANDLING. SW P N N 111LINGSA 0 H I.ON'004, M'!H APPLICABLE PROV:SIGN S OF N135 (NAITP16NAL 1) ' IGN GRAc'NG of lk"s'sl1.E.IE1lr 11121%'M"" EB 20 B C LI- 0 . 0 PSI ITC E NG JWC/f -11MA 'CAN 'OR'S' 0 A ill AS OCIA ION AND P A ITT SPUITICAl ION PORt - AN P P S I I I I APPLY CONNE( 6's 0 CONNCCIOR�SOARE MADE OF ZOG A ASIM A6631GRAD I I A STATE F -0 1 1. 1) 3 7 P�1: SFON 3460 GGAIJE I'll C 0" ACN I ACf T. I R USS. AND ON, t SS 0 1 Ill R W SL DESIGN. 0s C I 1 I " D 0 THIS AZ . .0 Alpmc Enginceied Prodiwis, hic- Haines C.,ty, Fl, 13844 FI, (' � ".ricale or Atitimization AT 5kj I I THE OPAW Nes i6o A SEAL N Ill S OWING INUICAlis ACCEPTANCE OF PRIIES511N, ENGINEERING E4 0 1 1 ktSPON'Ibil fly SOLI-t I F011 THE TkU7S COMPONENF DESIGN SHOWN Ifl[ SUITABlk TTV AND USE Oi COMPONENT FOR ANY PARTICII( All (illitOING IS THE k(SPONSICItIlY OF THE BUROING OLSIGNER. PER -ISI/rFl 1 199, SECTION 2 '-.0 NAi— -- OUR F AC 1 .21-) SPACING 24 . 0" FROM RA JRFF I RYI1081 7 Ob lull chore] 2x4 SP I'? tl :11 2x4 SF' #I lwnse: lint chord 2x I Sf 112 it Webs 2x4 SP #,i P, rtgld Ceiling or continuous lateral bracing at :4" O.C. Must, be properly at.tached 1.0 the b(AtOI11 Chord. 2 X 4 III E/ 3X8(Al) 100 mph w1rid, 21.67 It, mean hgt, Sbc, FINCLOSE0 Bldg, not lut.ated wilhin 8.50 it from roof edge. wind lc Ot = 5.o list, wind be OL - 5.0 list. P.lght end verLical not exposed Lo ;jind pressure. Deflection meeLs L/:360 live and 1/240 total load. 6X6= 2X4III 3X4= 5X5- 3X4= 6X6= 6 3X4 _.._ It _ -_ .----- E U, v ) d — -- - 3 X d - 5X14 5X8- 3X4- 4X4- 4X4= PM 4X4--,- 1 4-1I0-3 Y .18-9- 14 2 X 4 III 1 (1 0 •cy 2 0 0 - 11-0 0- —1 ----- -- 23-8-0 - -_-._ -- ---- 3-4-O�r 17 -10-0 �-3 � 0 7-- 18-6-0 --- - - -----36-8-0 Over 2 Supports— ------ _I R--1423 t1-=706 W-4" R-1345 11-666 oc-�, PLT MI. Wave 1P1-95 Desig!_Crrt.eria: ]PI �5�[�_—Ver: 5.05 -- 01Y_J— '"WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. NANO[ING, SHIPPING, INSIAILING AND T 7 / C I.I. /� 20-0 ( P`JF ) Ill I R081 59798 Bk AI ING. RLF'Ek I I H(118 91 lhANIiL ING IN$f ALI. ING ANO bkAI.INGj, P1HI.IS1fIO 11Y (P( (ik1155 FI.AIf I I I NSI 1111 "1 D'ONOFRIO OH.. SUIIE 200. MAD 15iIN, NI 53115j, FOk SAFL I PRACTICES PRIOR TO PLHIOkMiNG IHESI. FUNCTIONS. UNLESS OTHERWISE INDICAIEU, 101' CHORD SHALL HAY[ PROPERLY ATTACHED ER Pp '• 1 I.0 PSF -- ----_- - "- - -- ilAf I 12/26/OZ $1RIM RAt PANELS. HOItOM I:HORD SHAtt. A. A PROPERLY ATTACHED RIG10 C(It INC, y1P�PS1FrCq ti�i -- --- -- - - ---- -`IMI-Oki-ANT- 4URNISH A COPY OF THIS DESIGN fO THE INSTAI.tMON CONTRACTOR. ALPINE (NGINLtRfD 'V F�••*. BC Ill 10.0 1)SF DRW HCTTSI2061 02360042 FR Ol1UCTS. INC SHAIL NOI bE RESPONSIBLE FOH ANY DEVIAIIOH FROM 1HIS Df STG BI!11D THE iRIIS51:5 IN CONE OR AN CE WITH iPl: OR FADR CAT ING, NANDL ING. I 0.HY FAILURE TO SHIPPING. INSI AIt ING AND *. No. 13(, I.I (1•(l - P5F I1( LFJG ltJ(,�h111A 1 A 1- I� T A1L A[I P,kACING fi: THUSStS. IH15 DES11,N CONFORMS WITH APPLICAb{E Pk0'V1510N5 OF N0S {NATIONAL O(SIGN �E8 /)I q{;Jtp r � IN E -� - SPEC IF [C AI IuN PARE ISHEG BY THE ANER Ic. FOREST AND PAFEk ASSOCI hIION) ANi7 TG1. ALPINE CONNfCi0H5 AH( MAfjf OF 20GA A51M A6:3 GRnO GALY. STEEL. (%CEPI AS XOIFD. APPLY CUNNECIUkS 10 (�'f LY1(� O• STATE Of :� -------"- 1U T !). --- 37.0 PS1 ------ -- --- SLQPJ - 3462 EACH FACE OF INIISS. AND UNLESS OTHERWISE LOCATED ON THIS OEStGN. POSITION CONNECTORS PER �F`••'2ORIOP%'C>� .I DRAWINGS 160 A i. IIIE SEAL ON THIS DRAWING INDICATES ACCEPiANCE Of PROFESSIONAL ENGINEERING �S%.....E� []IIR.F%�. ROM RA Aliinc V'ngiiiecred Products, 111c. RESPONSTH ILI TY SOltIY FOR THE TRUSS COMPON(NI DESIGN SHOWN. THE SUIIADILTTT AND USE OF IRIS - - 1 .��i ___ Hamm, GLy,FL 33844 COMPONEN1 FOR ANY PAR.T!CD[.AR OUILOiNO IS THE kESPONSIBII.IiY OF THE 8 iOING DESIGNER. PER SPACING 24.0" JREF 1RY11081__Z05 FLcafificad ofAuthortzauon4567 1 ANSI/IPI i 195tI 5-,TION 2 (Vil /'I Pl33li8A A10) I Hi I- dill, IRL PAk[[) IRON Cdl-Will Lk ING'Ui (LOANS & DIMENSIONS) 5118MIT7ii) bf IRU!,s Nrk Top chord ?xl N But chord 2X4 S 11 # 2 N W t-, 1) s 2 x I SP #3 No filph wind, ?I . ]! it mearil hot, sfic, tr1c.1 (ISED bldg. Ilut lot'ated wJ111111 8.5)0 1 1 11,0fli 1,00f t:d()(,. wind 1C, DI -- 5.0 psf, "1111d f3c W - 1) . 0 1) s I . Right end vct, t I ca I not. exposed Lo wind pressure. A rigid Cel II rly or, continuous IdLel'd] bracing at. 2.4" O.C. Must. be properly attached t, o the e bottom chord. Deflection meets t /360 live and L/240 total load. 4: 3X8 (A] 6 X 6 = — — 2X4 111 3 X 4 5 X 5 3X4 �- 3X8= 4 6 --I _F V A — 3 5XI 4 = 6X6= 3X4 --- 3X8= 2X4 III 1 0 0 9 0 0 21-8 0 3-4 T) � 11,10-0 3 0 6 18_5 10 — ----- 0 Over 2 Suppor,Ls P-1423 11 704 W=4" K=1345 11-681 t 4-10-3 .t PI IYP. Wave TH ()!n 1)esip Cr-iterji: TPItSj)L_ Ver': 5.05 0h:1 —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDtING, SHIPPING. INSTALLING AND 'TO 'I 211isl4mll IN ING�91 P(I T ikIPOSSIP[Aik 20.0 P S F T 0 IGGkNOVbRAc, 11 I 1 '10 E'R , S IIR SAFETY VR ( c S PRIOR To I - - 37- S�F I T PHS�ORIJIIIG THE if FqNGi IONS UNLESS S SIETHEO ISAOINSOWI C AIED. TOP CHOkO SHAI � IiJUVE Pi`(OPERI Y ATIA(HED I C W /.0 IISF N E 0 OW S k M S ION HAVE A E 10 ( ING ......... P, TRIICTt'RAL PANFt ,, 60 M CHORD SHALL 14 E PROPERLY ATTACHED PIG ER P ';JPI'Ok1ANT iRNiSH A COPY OF fMIS UfSfrN 10 rHi, 114STAI I ATION CONTPACIOR AiVINL ENGINEEkED kONC I . INC. .,NAIL NO I b [ k L SPj0h S I [it I FOR ANY I)( V IAI ION FROM THIS DESIGN. ANY tAltURI, 10 B 0 THE TRUSSES IN CONFORMANCE Will] IPI ON FABRI IN G . HANDt ING, 511 IPP I NG. INSTA(LING AND No. 22M u I I N P 5 E 1, SIT 11 CAI p 151 S 0 4AT ITC L t. 0.0 11 s F b"'I G 0 Tklj�sf THIS 0 5 N 0 Opm W H ApFt[cAb(f, ROV ON OF N S ( 161101 DESIGN A L P I WE SPEC IFI(A] ION PUPLISHLO BY 111t. AMERICAN FOREST AND PAPER ASSOCIATION) AND TFI ALPINE CONNECTORS ARE MADE W 206A *SIM A663 Gk4O GAIN. SIC(t. EXCEPT AS NOTED. App I Y CONNECTORS To O. STATE OF I Ell 37.0 PSF EACH 0 111 No 'I TH I C 0 , TEO I S I N I c I AC FACE 16F A IZISS, k1lifUNEASSOO EAW S LIC4 INUO I " ' . I I ON C "-^ I`, - - -- ---- ----- DRAWINGS 0 . 1, t h THIS DRAWING ICAIES ACCEPTANCE IROFEOSNSNIGCNALORESNPGCIRNEERING ........ mJR I AC. 1 .2; Alpine Engineered Products, Itic. qfspoNsibimv S o I t. t Y I a R I I I k I R U S 5 C OM I'D N E N I DESIGN SHOWN, THC SUTIAPILITY AND USE OF THIS NAL 11amesCityJ1, 33844 COMPONENT FOR ANY PARTICULAR HUI(OING 15 THE PE5PONSj81tI1Y OF THE BUILDING DESIGNER, PER SPACING 24.011 FL Cenificaw of Authun zation 9 567 ANSI/TPi I 199S SECIfull 2 * 18-9 14 w tale =-. 18 7 5 " / F t. (19119 1'72 :3338A - AlIG) T1115 01116 PRiJ.41017 iRoll CUt1P'UiiR INPUT (10A0S & DIMl-N TUNS) SU1311111tD L;lTRUSS t9fP iup chur(I Zx4 'SP tt2 N :I 1 2x4 SP #I Dense: tint chor(I 2x4 SP f{l M, it s e :B3 2z4 SP # N: Webs Zx l SP #3 100 mph wind, 20.67 It mean hgt, SBC, ENCLOSED bid7, located anywhere in roof, wind TIC Dt -- 5.0 1)sI, wind BC DI_ = S,0 psf. A rigid ceiling or, continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. #I hip supports 7 0-0 ,jacks with no webs. SX8� 3X4 — 2X4111 4X4= 2 Complete Trusses Required 11AILiNh SCIIID01E: (0.I?8x3.0 g_Ili] IIs) TOP CHORD: I ROU @ 12" o.c. BOT CHORD: i ROW @ 12" o . c . WEBS : I ROW @ 4" O.C. ELSE EOIIAL SPACING BETWEEN ROWS AND STAGGER NAILS iN EACH ROW 10 AVOID SPLITTING. Right end ver'tIc.a] not. exposed to wind pressure. Deflection meets L/360 live and L/240 total load. SX5= 4X4= 3X8= 6 L-- 3-10-3 3 5XE)= 3X4= 4X4= --- --- t ---- _18 9 ] 4 6X6= 3X8(A1) = _ FIS412 = 6X8 4 X 4 = 2X4 III I ci G _ I 0 0 -- f _. P.=282i 11-1575 W--4" 29-8-0 11 10 0 :3-0 0-T� 78_6 0 — 36 8 0 Over, 2 Supports — - � R -292:3 I1-1598 PLT iYP. IITDI! Strerlcgl,h,biave IPI (A DeSi n CriCeria__LPIJSTD)— Ver: 5.05 — — -- **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDI iNG. SHIPPING. INSTALLING AND — NH ACING 0.GFfH IU Ii IH R91 1, H A III ING 1NS TALL ING AN Gk AA. ING). VU6L IS11 EU Dl 1P1 (IRIS$ VLAIE I NSiI IUIE. 56"s D'ONiiFR IC OR.. Sl11TE 2G0. MAD I50N. NI 53719 FOR SAFEIY FRAit ICES PR!Ok IG OR ING IN[ SE FUNCTIONS. UNLESS OIHERW t SL 111ICAI EO. TOP CHORD SHA( I. HAVE PROPERLY AT TACLIE.I) STRUCTURAL PA.NL1. 5. BOTTOM CHORD SNAIL HAVE A PR OP ERIY AT IAGH FO RIGID CEILING. '"IMFJk IAHT-- FUkN(5H A COPY OF THIOF.SIGN TO Tiff, IN IAIEATION CONTRACIOR. ALPINE EN6INEEktO ' P ROOD S, INC. SHALT NDi IE flESPONSII;LF FOR ANY Of VIAIION FROM THIS DESIGN, ANY FAIL UkE 10 tl ANPFRF a'111 IHE THUS ES IN CONFORMANCE 11IN IP I; OR FAHRICATING, HANOI ING. SHIP4!NG, IN5IAtL ANO HkACING OF TR U>SES THIS OE SIGN COIFGRMSW11HAPPLICAHLEPROVISIONSGFN),!NAITONAIOE>1 GNl ! ' SPfCIFI(AIION P(IatISHE0HYTHE AMERICANFORLSI ANOPAPER ASSOCIATION) AND IP1. AI PINC C, ONNECTORS ARE M40E OF 20GA ASIH A653 Gk40 GALE. STEEL, EXCEPT AS NOIED. APPLY CONNEC IONS TO EACH FACE IiF Ik!ISS, ANG UN!E?S DI HERWISE I CA IEG GN THIS DESIGN, POSITION CONNECTORS PER Q DRAWINGS 160 A 1. THE SEAT ON THIS DRAWING INDICATES ACCEPiANCE OF PROFESSIONAL ENGINEERING Alpine FnSincered Products, 111 (:. RESPONSI N ILIIY SOIEI. 'V FOR THE IRUSS C0MI'ONERI DESIGN 5HOWN. IHE SII I TAB I[IT Y AND U 5 L OF THIS Il4jnes(lly,Fl, 33844 ( COMPONENT FOR ANY PARTICULAR 6011of4G IS IHE RE5PONS1611IIV OF IHE III! it01NG OESIGNER. PER 1' I.CIXIhC3lc of Autlmizi11<)TI # 50 ANSI11PI 1'159, SECTION 2 III/ /I/ /E/ / SLaIe ' LAV =-.18//5"[Ft_ TC Lf_ 20.0 1) SF REL R081 59800 I DI_ 7.0 PSI: DALE 12/26/02 BC DI W.0 PSI DRW 11CUSR061 02360044 13C LL 0.0 P S F ITC ING AIC/1g11A 10T.I1). 37.0 PSF SEQN 3466 DUR . F AC . l 25 FROM RA SPACING SEf P,f30VE JR F F 1R'Y11081 -105 (491 7 9-P71 333i8A B2G1 li1IS bHa FRLFARtII FRpY4 CIitTFI7TER ItPHi 0T)AOS & 0IMENS1IiPoSj SUhtifiII, CI TN,U 11rR. 1uP c.nur(t 2x4 SP #? N :12 Ixt5 SI' !r2 if: 3 Complete Trusses Required fEE tint Chord 2x6 SP HI Dense b!eUs 2x4 SP #3 N A I I I N G SCIILI)If1_1. (0.128x3.0_(1__fId11s) :1_t Wedye 2x4 SP #3::RL We(hc 2x4 SP #:.3: TOP CIIORO: I ROW @ 12" o.c. BOO CHORD: 2 ROWS @ 6" o.c, (EACH ROW) 100 mph wind, 21.08 ft: mean hilt., SBC, ENCLOSED bldg, located anywhere in WEBS : I ROW @ 4" o.c. roof, wind TC Of- _- 5.0 psf, wind BC DL = 5.0 psf. REPEAT NAILING AS SACK LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAiIS IN EACII ROW To AVOID SPLITTING. A rigid ceiling or• continuous lateral bracing at. 24" O.C.. Must be properly at.Lached to the bottom chord. Deflection meets 1_/360 live and 11240 total load. THIS GIRDLR DESIGNED 10 SUPPORT A 30 8 0 SPAN 111PSEI WIIIf A 7-0 0 SETBACK SYMMETRIC #1 HiP FRAMING TO ME BOTTOM CHORD AT 7 0-0 FROM 1111:: LEFT END. THE oPPOSfTE SIDE SUPPORTS 2-0 0 SPLIT LOAD. 2 FI52510 (0) 100 I�-----8.1. R=7908 U-56/O W=4" 8 X 8 2X4 III 8 X 8 -� 18-9-14 IIJ U a = - I1S2510 (C3) 29-0-0 Over 2 Suppur1. PI T IYP. 11i(III ST.renyCAt Wave 1111-91) De Ari Cr lterld: IPI (STD) ...... ller_: 18 2f3 "WARNING•" TRUSSES REQUIRE EYTRENf CAPE IN FABRICATION. HANDLING SHIPPING. INSTALL LNG AND BRACING. REFER I!, ),)IT NIB 9l {NANDL IHG (N SI AI LING ANO UR AI l NGT. PUUL ISHfD HY TP1 ,IHU55 PLA/E I NtiTI IHIE. SBd D'ONOFRIO @R., SU(IE 200. MADI SON. RI 53719). FOR SAFE/Y PRACI ICES PRIOR 10 PF RI(iRMING THESE FUND AL NS 0N1 ESS OFHEkW(Sk INOICAIEO. TOP CHORD SHALL HAVE PROPS G!Y AITACkEO SIRUCT0P At PANFI S. B011 �M CHORD SHA I./. HAYS A PR OPf FLY AYIACIIfD RIGID CEi LNG "I.MPOk FANI"" PORN1S11 A COPY OF IHIS DESIGN TO INS INSIALLAIJON CONIRACIi1k. At PINE ENGINt ERLD M PkOOOCT S, INC SIW I. NOT NE Ri SPONSIFLE FOR ANY OEVIAIIUN fNOM IH15 DESIGN; AN1 PAILUkE 10 * l U N a(IiIU THE IRU55ES IN CONEOR HANCE RIIH IFI: ON FA.LA IC AI LNG. NANDL LNG, Sh IF 1NG. 1NSTWING AND C I fJ E HRACING 01 IkU55ES THIS DESIGN CONFORMS WITH APPL[CABLE PROVISIONS GF N S (NATIONAL DESIGNG8 $F't(Ii ICAI ION PU6t 15HF0 HY 1HE AMERICAN FORL.$T AND PAPER ASSOCIATION) ANT) TPI. ALPINE 9. /----------- CONNEL TORS AR( HAKE OF 1OGa ASIH Afi53 GR40 GALV. STEEL. f.%CtGI A$ NOItO. APPLY CONNECI(iRS IU 0'•. $j EACH FaCF i)F TNUSS, AN [INLt. SS Oi HERW1SE I. OCAIED OX TITI$ DESIGN. POSH ION CONNECTORS P[R DRAWINGS 160 A 1. THE SEAS ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAI ENGINEERING Alpine Engineered Products, hic Rt SGON51N11.11Y SOI. CLV FOR THE IRUSS COMFDNE NI DESIGN SHOWN. THE SUITABILITY AND 115E Of THIS Haines City, FL 33844 COMPONENT FOR ANY RAM KUL AN BUI(OIN;; IS THE RESFGNSIGII ITY GF THE R(IILOiNG DESIGNER. PER Certificate 4Authorization 9561 ANSIITPI 1 1055 SLCTION Z. 100 I R=103:39 U=7150 W=4" a T'Y:1 1111_11_1=_L'tj-/- c_aIe —J1r "Ii _. —. TC 1.1, 20.0 PSF REF R081 -59801 TC DI. 7.0 PSF DA I F 12/26/02 BC DI_ 10.0 PSF DRIA KIISI1061 02360039 13 Il 0.0 1)SF H( ENG U],/MMA. 101.lIt) . 37 0 1)SF SION 11012 DIIR . VAC . 1 . 25 FROM MMII SPACING SFF ABOVE JRi F IRYII08 _7C (491/9-I'71 3338A 81(1) iiiIS 0si6 E'REPAREif (Rohs ,IlmhjIER ITIP U7 11GAOS & L)Ir4ENS10NS) Sl)[it IIIiED EY iRU;S r9FR I up i:110I'd 2X4 SP 82 r1 : I 2 x 0 SP j,'.2 tl: bol chord 2XF, SF #1 Dcn a Webs 2X1 SP #3 SPECIAL LOADS --- . (LUMBER OIIR.FAC.: 1.25 / PL.AiL MIR.FAC.--1.251 IC From 54 PI.F at 1.00 to 54 PI a 7.00 TC from 116 PI_F a 7.00 to 116 P L F al: 10.33 TC 1-r0111 54 111F at 10.33 to 'A III at 30.00 BC from 20 Pt F at 0.00 to 20 PLF at 7.00 8C Fr'ont 44 P11: at /.00 1:0 44 Pl.f at 10.33 BC From 20 PLF at 10.33 t0 20 PLF al: 29.00 BC 452 IH Conc. Load at 7.00 BC 1262 L.B Conc. Load at 10.33 8X8: 4X4- 5X5(0 1 0 0 .t,y. -0 0 1 15 0 0 29-0-0 Over, 2 Supports R=2488 11=1320 W=4" 100 1111111 wind, 20.67 fl. mean hgt, SHC, FIKIOSED bIdy, located anywhere Lis Toot, wind TC 0l 5.0 1)s't, Laind BC IT = 1.i.0 ps1. A rigid ceiling or con 1.inuous lateN'al bra::Irig a1, 24" O.C. 11115l be properly attached to the bottom choral. Deflection meets L/360 live and L/240 total load. 2X4 III 4X4 - 8X8_ .) V 4 3) _ 18 9-14 4X4_ 3 X 8 ( R ) III 8X8= 3X8(R) III 4X4- HS2510(C3) - 100 7-0-0 _1 R 1763 I)-9')0 W-4" PI TYI'. llicfl SEr:erla h,Wave iPf 95 R Design Criteria: TP[ STD Uer : 18.2e£3 GT'r:l Ili 1' E scale 18/5" 1 t. *"WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. NANOI ING, SHIPPING, INSTALLING AND 1(: 1. 1. 20.0 PSF REt R081 59802 ePAC1 NG REFER TO 'i!H sl (HANGL!N6 ,N5f ALLING AND BRA.CINGj, LUBI.I SIZED D'V IP1 (iIU',S "LATE INS1l I!11i. F83 1)'0NOF 4I0 DR., SUI IE 200. MAGI SUN. W1 53119). FOR SAFEPRAC(TCES PRIOR 1G -..._ _..__ PLREORMING IHESf rJNCiION:;. UNLESS OTHERWISE INDICATED. TOP CHOk1J SMALL HAVE PROPERLY AIIACHLO JER__P.F C. LI. 7.0 PSF DA] r I2/26/02 S IRIUCTIUH A( PAN(LrS11H NIO OM !ROIL) SHALL HAVE A PROPERLY AI IAC ED RTGI0 CE f1.1NG. .. ttFi •• .� �H A COPY Of fill', DESIGN 10 [HE INSTALLATION ONTRA�TOk. Al PINE ENGINt Ek ED �'A(l C'9i•2 • 1 o F, d(, D._ 10.(1 PSF DRW luusRolit 0236001L1 PN001� S. IBC SALE N01 BE kE. I'll Eli F0k ANY OE VI AT FROM IN1S GESIGN: ANY EA7LIIR( TO */ IIf1. ( c ,_ _._._ _-!,1 b i'IL0 'HE IRIISlEi IN C.ONf ORHANCE W[iH IP1. ON i OP 1CAi ING, i'AND.l MG. SHIPP1 Ni;, IH$T AL I. ING ANO ,C8 ( r1 (� (I. (1.t1 PSI NC I N(] JW(, /r'IrIA A I_ O T AI C - I IFACINi{ OE TRLISSLS IHIt, UE:SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIGNAI. DESIGN C 1 __ l-jl E 1 IVC --- SPEC IF IC AI ION PIID:'I SNEO 'If IIIL AHf:I I(AN FOREST ANO PAPER ASIOCTAI ION) AND IPI ALPINE 007'' ----- - -- --..- .---- -.._.__. �1N NEC TORS APE MA(1E 0' TOGA ASIM A653 GN40 CA STEEL EXCEPT AS NOTED. APFIY CONNECTORS IO �•. STATE OF Ir _L >� it , .I i;. 37.0 PS( SEQN 1(1F372 EACH FACE OF TRU., ANO UNLE S G'TNEF.NISf LOCAIFii ON THIS DESIGN ��;SITION CONNECTORS PER S;•;2OR10P•�j� -- _._.. .___ _._. _...---....- .-.-- GRAwiNGS 160 A 7. TPE SEAL ON THIS GRAwING INGICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING `s/ONALE� DLIR. (AC 1 �ri ER(lr•1 r•1riN Alpinc F'Tnginecrcd Prodileta, Inc. RESPONSIUiI I I SO EIY FOR, IRE TRUSS COMPONENT DESIGN SHORN. IRE SUi TABIL[TY AND USE OF ]HIS IlaineS City, FL 33844 COMPONENT ! R�PONEENTFORANY PARTICULAR BUILOING IS THE RESPONSIBILITY Of THE SLIMING DESIGNER. PER Fl, C'eLYificate otAtithoiization N 567 S1'A(,1N(i SEE ABOUT. JREi- - 1RY11 (181 IO5 1'/2 3338A CM) 1111 S ING PREPARED F Im Ill CIIJ III, I I I t R INPUT (I 0,10s & Ll I mt !IS I oi'JS) 'm im I I I Ell b' Y I fo.lsS Tit k Ili[) chord ?,x-I S11 I'll? N : I3 2x4 SP #1 1)crise: bot, chord 2x4 SP #? N Wcbs 2x4 S11 #3 A rigid ceiling or continuous lateral bracing at. 4" O.C. Mist be properly attached to the bottom chord. 10 mph wind, 20.01 it, mean hot, ASCE / 98, 00Sfl1 Hill), Located mlywh(-.re III root, C.'lzf It, EXII 11, wind IC psl' w1fid tic 01-1).0 list. #1 hip supports 7 0 0 Jacks wIt.h no webs. Deflection meets 1, /360 live and L 1240 total load. 04 -- 4 X8 —= 4 8 0 - 18 8 - 0 Over 2 Support s------ R=1401 11 708 W 4" R-1331 0- fhb, I, t, T T Y 1, Wave I f) 1 9 f) c. s i j it Criteria : III I I9.0b2 0 1 Y I It 1 1 E "W4RNING— TRUSSES REQUIRE tXTRJMf CAPE IN FABRICATION. HANDLING. SNIPPING. iNSIALtING AND F; A A,Ell, ;A f j k I FF9 fflANOi 10146 1 USTI,, 1, INGOANOWLI,A(-51XG� P'Jfjt i Silt OF tl I I ' '�' PL AIE SU TRACT ICES P A IOR TO INSI TU 8 -i OF I FOR SA� I I tl � It, ji�t)o�l ""ISOI�ATEO, TOP 110kV _HAIL HAVE PkOPER Y ATTACHED 11 U 0 1 1 .LAMINGESE i0NClIO t; I �1SE rr-R.pp, 011 C ,it(; LEE SI Hill E UHAL AN, DO I ION "'HO '11'L' FJA" A Pill"Elit , A Act', D 10 CEILING. Mf'OR FUkN I �'jl COJ' ()f T 15 SI AN A y IN THE INSTAIIATION CONTRA( FOR ALPINE t N(,INfkRLO Ot ON Cj C io S.INC SHALL Not 8L P i �PONSI61-i I OH ANY OE'VIA]ION FROM 1111 S D(S16N ANY -AIL URL TO I No. 2 \�-- 8 0 1 0 1 H C TRUS-,ES IN CONTOP4ANC( WITH TPI. OF i 4BRICATING. HAND[ ING. SHIPPIN6, IN�l Al.i�ING AND B C L 1 0 C I N t A L P I N E 0 it A I N 6 OF T IT 0' , S f CONFORMS NF OR M W i i " ` A F P I I L ABLE F, P R a V 10 f NOS (114,TP16NAL DESIGN LB . __j 'H 4 xis 5PECIII AT ON pu;�l I bf HT 441P I C 0 FORES . 0 PAPER A� OCT ION) AND TP I A ;N( PPL' -O'NECII)kS TO• STATE OF ---- 3 1 C Alpine Engincered h oducts, 111C. flamc, C.,ty, FL 33844 Fl, Certificate of Authwization # 567 CONNECIGAS Alit M-Of OF ?CIA ASIM A653 Gk40 GAtV STEEL, EXCEPT A A iC i� Soo I HERW I SE 0 CA It DONHDESIGN.S ZEDCONNECTORSA'NU� EACH FACE OF IRU S. AND 'W NGINDICATESI I � POS I 1 11 N PER BRAWINGSElI60 A-l"' THE SEAL IN THIS ORAL I ACCEPTANCE OF PROFESSIONALENGINEERING R , SS COMPONENT 0 E 5 IG NS HJWN THE 5111TAOILITY AND 115E OF THIS RE sloOks I I L I _ FOR THE TRUSS ly �Ojjly COMPONENT FOR. ANY PARTICULAR 60110ING IS THE RESPONSIBILITY OF 111-1 BUILDING DESIGN(P, PER ANSIjiltj 1 7995 SECTION 2, NAL DIIR f- AC . 1 2 1 SPACI NG S IF I LlG �01 Seale -- . 31V /Ft, . (4917�) l'/2 3a:t;A C(,) IIII J DW6 I'kEPA.RI-0 Ikom ( 1M11UlER IkPU1 (LOADS B bIME. PISIOrrs) 0!fMI11E0 hY IRUS1> Mf-H. tut) c hoi (I 2x4 ,& #f 11 Hot (hord 2x4 Sf #2 11 welji' 2x'I S1' /113 A rigid cellinq or continuous lateral br'any at 3 4 " O.C. Must be properly at.tac.hed t:o the bottom chord. 3X4= Im 120 melt wind, 21.17 fl mean hyt., AAE I 98, (.:I0ti11) b](19, not located I,Tithln 4.50 ft fr0111 roof edge, (:AI Il, I_Xl' (3, wind It. III-5.0 ITS f, wind fat, DI 5.0 psf. Deflection meets 1,/360 live and E1240 total load. -4-0 c6 A-18-9-14 - —18 .8 - O Over 2 S u p p o r I. s R-749 11=389 4I--4" R =687 t1=314 a� I'll, TYP Wave IH-9,) 0esi Ef n CrItc,ria: 1P1 S11) Ver: 19.Ob2 (IIY:I II! 7 E _- Scale -- 375" Ft. "«MANNING`" THUSSESREOUIk[ EXTREME CAA[ IN FABRICATION. HANDLING SHIPPING. INSTALLING AND IC 1. I. 20.(1 1 PSF RI i ROt3l -59804 OR hC fN� REFEN IJ NIH 91 (HANOLIN ENjIA.II ING ANTI Hk ACLNOI, IUBI I',HF1) HY iPI (IkUSS Pi.Aft IXSi l TU TE 56! G IJNO% IO OH., SUE IE iGO, HART SON, N1 53719I. CN SRFETf PP ACI ICES PRIOR 10 INDECATEO. 10P CIf�}NU SIfALI HAYS PNOVfPIY klIACMEO 1 I(, DI. 1 PSF "- DAII — - -- - -- 12126102 PERIOkM{MG THESE FI7N_TI IN}. UMEESS �IHENNISE NIG10 CElt 7NG. .�Eqpp "• / .0 -.. _. —.._. _ ....._.-.. SIROCTURAI PANf1. S. BOTTOM CHONG SHALT IIAVL A PROPERIV AIIA0110 --IMPORTANI•« FUNNISN A COPY (IF THIS DESIGN TO Tilt. INSIALI.AIION CONTRACTOR. ALPINE ENGIN[k Pt: fi �P?%Pj1F1Cq % i I,( 01 10.0 I'SF t)IZW HCUSk(1EI1 02360077 T AI[ ---�_= ALPN PROGUC,i S. INC SHAt I. N01 8E NE SFONSIDIE FOR ANY R['JLAI ION FkOM THIS GESIGN: ANV FRIl.U0.F IO G 111L0 THE 1RIISSfS IN Ell Nf GR MA AND Ml lli T{'I: OR fABP ICAT (NG, HANOL ING, SHIPPING. INSTALLING AND 7 Bil AC ING OF IP,Ih SE S. 1NI5 GESIGN COHI ORM N'1TH AFPL i. ABeE FROVi SIGNS Of NOS tNAT [.iN A.L DES'. GN *.'U F ',�, n • E8 / J' 2 I I�lC I I O.O PSF __.. II( ING 1W( /F1h1A ---- n l (._ 1 ) yPEI If ICAT ON PUnI ISHEIi 8Y EBF ?.MEk ICAN FORES7 ANC PAfLk ASSGCIAI [ON) ANO TPT. Al. PINE OF R653 GNaO GAIY. STEEL. EXCEPT AS x01fG. APPcti CCNHECIOR lu „/// a CY O• STATE OF :� le)I 0. 31.0 IJSF SI OI'-1 - 3423 ---------\ tONNECIGRS ARE MADE GGGA. AS(n THIS POSITION CONNECIORS FEN �F`-,�ORIQP,.�j2_--. .I EACH FACE llF IN.USS, ANU UN1E.SS OIHE0.NISE LOCAI(O ON RESIGN. SS/Q .... Alpine It;ginccredI'ioduees,tile. flair7c5 C1[y, Ft. 33844 FI, Celli ficHteofAuthodzation#567 DRAWINGS 160 A 1. THE SE AI. ON THIS (IRANING INDIEAII ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOfELV FOR 7HE TNUSS Co ENT GESIGN SUONN. THE SOITABIL(IY ANO (ISE OF THIS COMPONENT FOR ANY PART ICIM AN BUILDING IS THE RESPONSIBILITY OF 114E RUMING DESIGNER. PER ANSI/TP{ 1199S SECTION 2 NAL (ll)R . �/�( 1 2 fi - SPACING 24.0" — rl� n1� JRFF SCII IRY0081 10) (4<i1/9 P/2 4:58i - 1-11G) IBIS I)W6 ilkEf1hkEI) IRGM I'0.11 jIEk INi101 (IOA,OS Is UIt1twS1ow, SUNMI I I E b v'Y iRUSS P1fk. Iop churls lx-1 SP #2 tl tilt. (!bird 2x6 SP #2 tl WL:bs 2x4 S1' #13 A rigid ceiling or, continuous lateral bracing at 3,1" O.C. Must, be properly attached to the bottom chord. IHiS GIRDER DESIGNED 10 SUPPORT A 19-0-0 SPAN HIPSET Willi A 7-0-0 SETBACK SYMMETRIC #1 HiP EP"AMiNG TO THE BOTTOM (:HORD AT 7 0 0 FROM 111E IEI-T END. IIIE OPPOSITE SiDE SUPPORTS 2 0 0 SPLIT 1.O.AD. 2 X 4 III 3-10-3 3 X 4 ( A I ) -- 7 0 0 Over 2 Supports K. -1317 11=191) W-4" R °1109 U-998 100 Mph wind, 20.92 fl mean hqt, SBC, Et1(I10SE1) bldg, located aITywheI- e in roof, wind 1 DI_ = ti.0 pst, wand BC 1)1. = 5.0 psf. !tight end ver•Ltca] not exposed to 'wind pressure. Girder, supports 18-8 0 span to BC one face and 2 0 0 span to TC/BC split, opposite face. Deflection meets L/360 live and 1_1240 total load -106_18-9-14 Ill 1 1YP. Wave 1P1 t6 CriLeria: 1111 (STD) Ver• 5.05 0 Y:1 HI -']/ E S(,ale .—Design %AVIA.RNING"" fdHSSES RE:(i71RE EXTAEMI CARE IN FOPICATION, HANDLING, SHIPPING, INSTALLING AND } 7(, 1. L_ 2(�•O pst 1�11 Il t)fl] jY)8013 ORAC LNG. ALF(N f0 HI0 a91 IHA NDI ING INSTAII ING ANO HHACING). VUHLi�HI II 0Y TPI (1RU55 PLATE I ' INSTITUTE. 581 O'ONOFR IU OH., SUITE 200. MAA ISON, HT 53719). FDA. SAf LTY FP ACllCE5 PRIOR IO f0V CIiUHO SHAH HAVE PH OPFHLY ATTACHED I1. Ill.. 7 P S I) A i F 12126102 VI RF OHMING THE SI FIINClfLNS. UNLESS 01 NENNl SE IXOICATED, •DER P R .0 -- _ --- STPUCTHRAI PANTIS, HOT TOM CHORD SHALL HAVE A PROPEAtY A11ACHED PIGIG CEII ING. •SIFIC� ti IMPON(ANT " FIIGN11SH A COPY OF THIS DESIGN TO fill INSTAIIAIION CONTRACTOR. AIPINE ENGINEERED �•(�QN qj.•;l• Y lii: OL 10.0 PSI- L11<1^J ficuJftcl�i GC3Grlfz9 PAOOd'Is' INC SNAti NOT HE HESPONSIHIE: FGA ANY DEVIATION FROM Ih1S GfSTGN; ANY FAILURE 10 H 1111.0 IH,E TRUSSES INCONF CJIMANCE XIiH TPI; GN TARN ICAT ING. 1{ANDLING. SHi PP ING. tfJSTALL INAND 'U�� 6`.* *% �1 (, EI D•t) 135E I)t t1 (., f - A �_(0 T_ AIL HIiAC IHG OF TRUSS[ tNIS GE SIGN CONFORM$ N1111 AP PL ICAHI.E PRU7ISIOM> of NUS (MAT Il1NA1. 0($ICN �yj/�� L1�I 111^I /111"1A l lj i 1 IV L SVEC IF ICAIION PURL ISHEO 0Y INE AMEG ICAN F'UAE ST ANU PAFfN ASS OC IAIiON) AND TPI. AI.P INEEB CONNECTORS ARt MADE OF 20CA ASTN A653 GRAO GALv. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO W Off, STATE OF :��(/ (1I [%. 37 0 PSI —� - �FON �425 21 pinc 1'.Iginecrcd t. toducLS, t ic. Haines City,Fl, 33844 FI,(_emfiCOie ot.ilThurization 4 567 EACH FACE OF IRUSS, AND UNIE: SS OTHERWISE I CATEG ON THIS DESIGN, P05111UN CONIYU itiAS PE OH AAINGS 160 A 2. 11VL IAI ON in15 uNAWiNG INDICATES ACCEPTANCE OF PROFESSiOHAI ENGINLERING k0PONSI0IL11V SOLCLY fOR THE INl15S COMPONENT DESIGN $IIGXN, THE SOIIAH ILIiY AHIi USE Of INIS COMPONENT FOR ANY PARTICHLAA FLAIDiNG 15 THE RESPONSISHITY OF THE 81JODING DESIGNIA. PER ANSI/TPI 1. 199' SECTION 2. ltN3i,� P'� ORiOi SRO► AL .1 -__. -..-._..._-- _ 1)11R . f Al.. 1 . 1r) SPACING, SEE ABOVE _ ... ._..-___-_. ......... FROM SCIi __._ __ _—,—___ .1R1.f - IRY11081 Z05 ( 1'i 1 1(i P 12 3338P. R 1 ) liiIs Dl96 I'kfF!'.REo rHOri l,or-'III[k INPUT (((iAGs & DIMLtisI.:N�) SUBM1Tltl) EE IRUS 11FR. Top chord 2 x 4 S11 H'2 Pl But clioI'd 2 x 4 SP #? rl Webs 2x4 MI #3 the building designer, is responsible for the desig?i (if the roof and ceiling diaphragriis, gable end shear, walls, and supporting shear, walls. Shear walls must provide continuous lateral restraint to the gable end All Connections to be designed by the building designer-. A rigid ceiling or contint.ious lateral bracing at 24" O.C. Must be priTperly aI,I,dC11ed to the bottom chord. 4X4= fi (— 6 1 £3 - 9 - 12 �Xzl (A 2X4 III 2X4 (Al ) I niph wind, 19.ti1 ft mean hgI , A.SCE 7 98, Ct(ISED bI(Ig, l ocat(Id anywhere in roof, C/%I 11, EXP b, wind TC: DI_=b.(l psf, wind h(. (A I).0 pst. Refer to drawing IICl1SR081 01:306241 & 01306184 for stud verticals and bracing details. Gable end has been designed to transfer' all horizontal wind loads into the roof and ceiling diaphragms. (:onnection and design of these systems are the responsibility of the building designer. Deflection meets t/360 live and 11240 total load. -_- I"-,-�j 1 �. 0 -1-__ Z �- 0_-I 4 100 Over Continuous Support, R-96 III (1-62 PI W=4-10 0 PI 1 IYP. Wave 1111 95 — ---- — --- -__ — i esign Crit.er•ia: TP IDS Ver_: 5.05 _--(1?Y_2 (I_1Ll iLL1__L.L_-- ___Stale _ :1/ '1Ft._-- ""WARNING" TRUSSES kF0U 1HE EXTREME CARE IN FABAIf AiIOX. I1ANU1.iNG, SHIPPING, (NSIAt LING AND tt' 1..L 1(1.0 PSF pO - -(( Oc� [� RLF ROvt (JV HRACING. HfFEN t0 H10 91 (HaND(ING INsfal1. ING AND HNa"NO). VUHI ISHEO OV IPI (IN Ii$ OLAIE ^ - J_1 cJ ""I 1Illk, 507 11 NOFNIO ON St11IE 100. MADISoN. NI 53719). FOR SAFt1Y PRACTICES PRIOR f0 0(HERNI S�HORpE ACE i.N, PROPERLY A.i IaC HEO i(. Ili-. /.0 PSF ""-' -- DAiL 11/26.102 $Ha1SS S�k UCIn RAE PANfI S�IIBOI iOn NAYESA PkOPERL VDAiTAU+EO�RIolO11 iI ^`IMF(iHIP.NT«" FQRNI5H THIS DESIGN IJ IN( (NSialf.AI NECNEU p�.�ERP�� "SiFIO «'.'t'--- 9T't A CJD'i OF ION CONTRACTOR. all°iNE ENGI 'fpP V �(; �L 10.0 PSI- DRW HC0s14081 02360017 PRODUCi S. INL. SHALI N01 HE RE SPOx S16LE. FOR ANY' OE vIAT IfiN FROM TIIIS DESIGN: ANY fA1LDF.E 10 BUItO THE iR0 ($ IN CONFORMANCE NIIH TPI: ON FABIT T-1NG. NAND1ING. SHIPPING. Ig51ALLIHG aNG *. No 22 r (l.tl I -'SF EP'1(I Jl'It,/Mt-tA /11-f� T A1( _.._ N i BRACING OF /NUSSFS. THIS DESIGN CONFORMS WITH APPI.TLAOIE PROVISIONS Of NOS (NAIIONAI DESIGN '1� 'q EB( 20:' t, LI lI(, n l f 1 L _ SPECIFICATION ION VUNL lSHkG BY THE AMEN ICaN FOREST AND PAPER ASSOCIAT10Nj ANG iVl. ALPINE CONNECIORS ARC HALE OF 1OGA ASIM A653 Gk,10 GAtY. SIEFt. EXCEPT AS Ni1iCD. APTLY CONNECIURS 10 '9- L O•, STATE OF J�% It)1 L[) 3/ 0 PS( _ SI:QN i430 /-- EACH TALE OF ikUS$, AND UkI E:$$ 01 DEAWI SC (GCATEO ON INIS DES GN, IGSITION CONN EC T GAS FfN �c.,Y�Ofl1Op:, DRAWINGS 160 A i. THE SEAL ON THIS DflAWING INDICATES ACCEPTANC( OF PRntESSi0AA1. ENGINEERING SS�ONAI.Et� O11R PAC; 2�% FROM $CIt Alpinel ll(`,'iviccica Ploducts, tlic. Alpine kESI'ONSIHILIIY SOI.LIY IOk THE TkIISS COMPONENT DESIGN SHOWN ill( $IIIi AUILITV AND USE OF THIS . . . HatneS City, 11 33844 COMPONENT FOR ANY PAR IiCUtAR BUILDING IS THE NESPBNSID1l1TY OF IRF. DDItDiNG DESIGNER , PER SPACiNG 21.0 JR F i IRY1.10£31 Z0t.% I.1.COrtiHcateofAuthoriznnon4167 ANSi.7fPl 1 1995 SECTION 2. (191N-P/z' 3338A t•12) (Iil) fi6J. PREPAIi10 [RtIII ,:WIPUiIR INPIII (10AD5 & 01t1F1`4S10r75) J1110Mltltti t1Y ifal] IIPk 1 (,1 1) 1,11oI, d 2x I SP #/ it But ( hot 'd 2x4 S{) #? tl Webs 2x4 SP #3 Rt Bearirig L c g 2 x 4 SP 03: Deflection meets 1/360 live and 11240 total load. T 1 2-6 ._L 2 X 4 III 3 X 4 III 3X4= �c 12 0 3 6 P9 --5 11-4 Oven 2 Supports--� R -278 11=180 W-14" R=r220 U 180 W—:3" 120 mph wind, 17.4?- It mean hgi ASCL 7 98, (It OSED bldg, not locdted within 4.60 11 from roof edge, CA iI, ILL' B, wind TC DL 0 psf, wI nd BC tit°'.i.0 psi A rigid ceiling or, con 1,intlous lateral br,acirig at 24" O.C. HIT st be properly attached to the bottom chord. _Tr- 5 8 iltT IYP. Wave III T) -- Design Criteria.- Ifl_�III _Vcr_ 18,2e8 -__01Y:2 It IL- II-LF1__— = 315"J�Ft___ **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSIAILING AND 7 LI. .7 0 (- PJF _Scale (" t) MRAA R1� PEFIR IU NIH 91 (NANDI.iNG INSTALL LNG ANU OH A.17 (NG), PIIPl ISNEo 81 rl'i 11k1)>} Pt A I E IC 10 Rf f R087 -5�IO01 [NS111111E. S11 11 101 1(1 DR.. SUITE 200. MAOISON. NI 537i9). FIR SAFETY PRACTICES PRIOR IO --A '- ---7--. — ---- F ENF OR MI NG THIS fli NC ONUNi. E:SS 01 HERW ESE INDICATED, TOP CN(N $HAEL HA VL: PR OF(9 LY ATIA.(REO Pp iC DI_ 1.0 C PSI- L DAIS )7 12/L1. 10 sip Ui TL1H AI. PANELS. O.01 IGH <HON(I SHaLL HAVE A PHOPERI-Y ATTACHED Nf'IG CE iI LNG _`-IER Y" .(IFIC4,., �U(�QN . "*1HFOk TANi•' FURNISH A COPY (IF THIS OE SIGN 10 THE INSTALLATION CONTRACIOR. ALPINE ENGINE.LRED FN OU UCIS. INC SIIAIIN NOW OI RE SP011 I FOR ANY DEVIATION FROM IIIES GESIGN; ANY FAILURE 10 q,�.% *' I i}(. DL 10.0 PS{- DRW il4; ILSROHI GL36005D API 'I HUilll THE iPIiS5E) IN CONFORMANCE WTIH TPI: OR I,ALiN ICA1ING. HAh11 ING. 51!IFF [NG. INSTALL. ING ANY 'RAT ING OF 1N05SE.ii.is OE>IGN CONFORMS N11H APVL ICAELE Pk O11510NS OF NDS (NATIONAL DE'i ION * NO 2i� EB 20SPEC 13 f, I._t. (l.(l PS} iI(, Etltl ll!( /i'1Mt"l IF ICAIION PIIEI ISNEI)HY 1HEAMENICAN FOREST AN0PAPERAS!,PROW IONI ANO TPIAt PINE ARE MAOf OF TOGA ASIM "S3 GR40 GA1V. STEEL. EXCEPT A., NO"". APTLY COlil NOBS Ill LYCONN(CIORS 0.t�•,' STATE OF I�/ Itll I U. PSI SI t11I 31.32 Alpine Engineered Products, Inc. Haines City, FL 33844 FI, 'elti flcate of Authorization u 567 EACH FAf,( 0G Tk11SS. AND UNELSS OIHERNISE U)CAlfO ON THIS OCSIGN Y.3 11 ON IONNlI101, PER DRAWINGS 160 A i 1NE SEk1 ON THIS DRAWING IRO ICAJES ACCEPiANCE OE PROFESSIONAL ENGINE EA ING RESP ONSI01111Y SDI ELY FUN IRE IN Il SS COMPONENT GESIGN SHOWN 111E SIll1AO1Ll Ir AND USE OF II{IS COMPONENT FON ANY PARTICULAR BUILDING IS THE RESPONSIBit IIf OF THE BUILDING DESIGNER. PEP. ANS117PI 1 1991 SECTION 2- OR10p:•�j� �S�ONAI E� DDR • i11t.. SPACING .31.0 1 . 25 24.(�11 FRi71I 1 1RE.F Si Ii - 11t >'D(Ii3i ZO�' � (4'II/;I P12 33381, - I I I I IHIS I)WG fkEP040 FkOM CfiMPIIIEk INPLIT (ICADJ & Dil%kNSION S) SUf?MIIIED by TRUSS MtH, Iup Ito rLf 2x-1 SP #2 N lint ch(11'd 2x4 S1, #2 N Eh-b3 2x-1 SI, #3 RI. Bearing Ieg 1x4 SP ".3: Deflection meets 1/360 live and 1-/240 total load. -J-- 1 2 6 A--- 3 X 4 III 2X4III LX.4= 3X4 _O 12 0 3-6 �--6-?_ 4 Over 2 Support:s--� R=287 tl 180 W-4" R--229 0-180 W-=3" 3-4-4 I- 15 -0 120 mph +rlind, 11.48 1t mean liy_t, ASC1, 7 98, CI0SLD ITIIf to(aIe(I allywPlere in roof, CAT II, tXP H. tdinEi IC 01-5.0 I)St, Iaind BC 01--`.i.0 Pst. A r'igld ceiling or, continuous lateral bracing at 24" O.C. Must be I)r'operly attached to the bottom chord. �1 63;') PI 1 1YP. Wave I p 1 95 Desir�n Criteria: IPl(STD) __—Verr_: 18.?e8 O(Y:3 III/ /E/ / — --Scale "WARNING— IRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDING, SHIGPING, INSIAi LING ANG - (- _ l (�/ (, _ _ (�O( p DI At ING REF EN to IIIH 91 (HANOI ING INSTALLING AND Hk A'=ING), P081. ISHII Hy lei (Iklljs VI All TC I_I.. 20.0 PS1 RLE R081 �% )808 INS T:IUIE. S83 0'0N 0(1 f0 DN.. SUITF 200. MAD I SON, NI S37191, FOR. SAFtIV PR A CIE CLS PRIOR 10 l — - -- — PfPFORMING II(SI FUNCIIJOS. UNLESS OTHERY151 INDICATED, TOP CHORD SHA(.(. HAVL PROPERLY ATWACHEO IER P R I C W / .0 P �I D ATE 1 2 / 2 6 / 0 2 57N CT IN nIFANEI S. 6(11 TOM CNON)$HAIL HAVE A PR OPERI.Y AI AC It N1410 CE 1I. ING. ``P�"tlFr�" "IMP0R IANI"" (UkNISH A COPY OF THIS UESICN 10 IUk INSTALL AIIJN CONTRACTOR .. ALPINE LNGI NE(RLU BC Ty1. 10.0 PS1� 1)R.1"I II 11 S k 0 f71 07360031. PRODOC; , INC. SiAlt hONI .iE RE OF FO ANY OEVIAI I(N FROM THIS Df SIGN; ANY FAILURE TO ,k G No. �`* _. BUILD 111E TRUSSES IN cONFOPMAII WITH IPI; OR Faf;RICAIING. HANDI IHG. SWIG?ING, IIS1A'LIIG AHD ,[ )K MMA I. /IL� I rYIC A UH ACING OF 181155E s. THIS RESIGN CONFORMS NIIH APPLICAHIE PN0V1S(ONS (IF NDS (RAT TUN AL DESIGN �Ee/(/I ZOF/O 13 (- I-1 (j-(1 P�E III' 1 ITT (7 ` '/ n Iv 1 SVf CI"I-AI ION PUPL ISHfG BY THE AMERICAN FOREST AND PAPER ASSOC(AI ION) AND TPI. ALPINE lii/ 1� '--3 — E CONN-CTORS ARE MAGI OF 20GA A<_'M A653 Gk40 GALV. STEEL. EXCEPT Ai NOTED. AFP!Y CONNECIURS I 0,,,, SpTATE OF I f1 T . 1 [) . —3% , O PSI EON _ 3434 /— EACH FACE JF TRUSS, AN nN!ESS OTHf RWISE LJC ATEO ON THIS OE SIGN, POST II(iN CONNf LICKS PER OR10; C9 ORTHGS 160 A 2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Sj�NAL�a OIIR . f AC . 1 . 25 I:ROM SCII i�Ipillc I:Ilpllceled Yl Ocllw'tS, 111c). kc"FON5IH Tilly WLEI.V ION INE 1R l�Ss COMPONENI DESIGN SHOWN. THE SUIT IABIL I I ARC ILA OF TH1S .--- HaulesCity, FL, 33844 COMPONENT FOR ANY PARIICULAN BUILDING IS THE RESPONSIBIt[IY OF THE 801101NG DESIGNER. PER ?4 . �„ )RE1 1It rI1O81 105 Fn i.CUll1icateofAtithoZat1onIII, 1 ANSi7TPl 1 1995 SECTION 2 SPACING { 1'11 /S3 P12 33381-1 ItJij ;NIS OWRL PREI41RED FkUll 0UMP(1ltk 1PIPUT (!00) R OIMErJyIf)hJ`,) SHLltllIiEU EY 1RUSS MFR. fop chord Z x 4 51) #2 N Nut Chord 2x-1 SP #2 N Wt'bs 2x4 SI' #3 Hipjack supports 6 11-8 setback jacks will., no webs. Deflect.ion meets t_/360 live and 11240 total load. PROVIDE ( 3 ) 16d COMMON NAILS, 10E NAILED AT 10P CI10R0. PROVIDE ( 3 ) 16d COMMON NAILS, WE NAILED AT 801 (:IiORD. 0 3-11 3X4 (Al) _+- Lz:1 b.o_ic —__ 9-11- -9-10-.1 Over 3 Support R=:360 11-350 W=4.95" 100 Dlph wind, 20.('0 fl mean hyl„ sIt(:, f iICI 0SL1) bldg, located anywhere in root, viIod IDL 5.0 psf, wind bC IT 5.0 psf. A riyld ceiling or continuous latE-rul bra::ing at 24" O.C. Must be properly attached to Lyle bottom chord, 22-4-2 R-230 11--380 3-9-15 18 9 14 R-326 11--280 C) f'I T 1YP. Wave 1-1)1 95 _ _Design Criter- ia: 11'1(Si1)) Ver•: 19.0b2- ry__�i_ li{/ [11=[El / Scale 31E IFt_-- "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABk ICAIION, HANDLING, SHIPPING. INSTALLING AND -O 7 n c C� L-{- 20.0 PSF BRAC AIPIR IO HIOR91 (IIANOL:16'1%1A(I LNG ANO DHACING). PUHI ISI{EO Ui IPI (1kU55 PI. ATE RI F R 0 8 1 59809 ;%I I NSTI III if. SH3 G'UNUFk 10 liH.. SUI IE 200. MAD ISON. NI 537191 TOR SAf ETY PR ACiI11 S PRIOR 10 P(k OeMIMG Te(5E FUNCTIONS. uNLE55 OfN[RNlSE INOfCA1E0. LOP CHORD SHAH. IIPYE PROPERLY ATTAi.NfG F� �C O L ' . 0 I) ti F p A T C 12 26102 STROC VIRAL. PANELS. OOIIOM CHORD SHALL HAVE A PROPERLY AIIACIIEO FIG10 Cf IL LNG. �i-.Epp ` 'StFrL`•. /� _ '�1 M1'01/PANT•` FURNISH A COPY OF THIS OLSIGN TO fill INSIAIL AFION CONTRACTOR. ALPINE ENGINEERED GAP grF.L f1 fl1, DL. 1l)•0 l)Sl DRl'l IICIISk Qfil OZ3b00i 1. i ALPINE _� FR OI U_is, INC 'HA(I. NOT HE RESPON;IBLE fGN ANY OEVIAIION FROM THIS IiE SIGN; ANi fRILUkE TO Illi L7 THE !BUSSES IN COk, kMANCE NITN IPI: OR FaHF.ICATING, WANGLING. SHIPPING( Il.51A1(iNG ANU BI(ACiNG OF I if S S F S 1HI5 0ESIC,N CONFORMS NI IN APPI ICAHIf PROVISIONS Of NOS NAIT!NAI. DESIGN ,k.J NO.22 rE8 'f� �y,,, p[ /(1 20 l�r• F{ t)•�� I)5F I{t 1 �f (] d W C MM A - SPC( iFIt: AT ION PUR I. 1'iHlO BY THE AMEk1CAN FOREST AND PAPER ASSOCIATION) ANO IPI, ALPINE CONNtC ICN$ Ak( MADE Uf 2OGA AS7M A653 GkRO GAI Y. $PEEL. EXCEPT AS NOikO. APFIY C NNEC POkS TO Sr 0STATE OF :� l Ol {) 37 I'S1 SEON 11179 EACH FACE GF TkUSS. ANG ONt.ESS OTHERWISE 1, AlEO ON THIS DESIGN, PUSIIIGN CONNECTORS PER (CSi:�ZOR10%C�� { •0 . DRAWINGS 160 A 1. THE SEAL ON THIS DRAW ING INOICAIIS ACCEPTANCE OF PROFESS1ONAl. ENGINEERING S/ON...E Ot1R.. F!'�C l.. ZCi FRl1M M1411 Alpine E,Ilflincerea products, Inc. -- kESPONS IH I L I I Suitt 'Y FOk THE (BUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANC USE OF THIS . HaiateoCity, Fi. 33844 COMPONENT F19 ANY ULbR DLiiLDING IS THE RESPONSI(3it1TY OF THE DUIlO'IG :iE51GHEN. PER c I SEE ABOVE SFAI.iH'J'' —_—__-._— 1RFF 1RY0081...-Z05 i-'[.LaitiEicateolAuthoiir.,)EionJfSli1 ANSI/IPI I.7996 SIC11iIH 2. SECTION i 111 1/1) r/L 1).31)i3h1 _ 11d/iiJ p chol'd !x l SP n2 It Sot. ctlo( IT 2x4 S11 11l iI 19 t) s 2x-1 SP IJ3 i he following trusses deed concentrated loads at t;1e end or their overhangs: 3-0-0 span/setback nu:.mber on the 0 0 8 cant: side requires 16 Ibs anti the 3-0-0 span/setback member, oil the 0-0 8 cant side requires 16 lbs. Ilipjack supports 6 11 8 setback jacks w/vert over bearing only. 0-0-8 cant one face, 0 0 8 cant. opposite face. PROVIDE ( :3 1 10d C0MN0N NAILS, TOE NAILED AI 101' CHORD. PROVIDE ( 3 1 16d COMMON NAILS, TOE NAILED A.1 bUT CHORD. 0 4-3 NO mph wInd, 20.01) tt mead hyt, SN' INOOSEO 1)Idg, loColed anywhere 1n tool , wind T(" tit_ 1).0 psf, wind I3C tit - 5.0 psI . A rigid ceiling or continuous lateral bracing at.. 24" O.C. dust: be' properly attached to the bottom chord. Sub- rascla beam assumptions: 4-0 8 sub fascia beam on the 0-0 8 c.aritilever side. 4 0-8 sub- fasCId beam on the 0 0-8 cantilever side. Def1E�Ct.ion meet.s t./360 live and I /240 total load. Shim all supports to solid bearing. 22-4 R=231 1 I1--370 _-.19-6- 14 18-9 14 2 X 4 (Al ) c 8 _ o - 2 ----- -- — -- l ---,T— 5- 3 0 �1 10 1 Over, 3— R -359 It- =440 1J==4.907" R--318 11-=270 3-0-14 PI 1 TYP. Wave iPI Ilh Design Criteria: IPIVer: 19.01)2 QTY:i III/ /1j IE/ I Sale --WARNING"* TRUSSES REQUIRE EXTREME CARE IN FAURICAIION, HANCL ING SHIPPING. INSIALLING AND UR AC ING RLF EN lU HIS 91 (HANHL. ING 1Y5fALL ING ANU HRACLNG}, POEM I�ii(O H! IPT (ikUSS PI Alt �(' I. 1._ 70.(1 - P51 kI.-I )nU R081. 59810 I NSI IIUit.5E3 U'ONOFFIO (lR.. sUIIE 200. MAD!SUN. WI 53719}. FON SAFETY PR AC 11i.LS PR!vk 10 "' ---- — pLRFORMING THESE FUNC7I0Ns. 11 f OINIRNISE INDIialEG. 10P (HiiNG SNALI. HAVE PROPf:RIY AIiACHf:G ER I 1;1.. 7.0 PSI DAiL 12/26/02 %fR11C10RAl PANELS. 60110H CIIORO SHALT. HAVE A PROPERLY AT IACHEO RIGID CEILING. 1MPCR(ANT '"" FURNISH A COPY OF INIS DESIGN TO THE INSFALUIION CONIRACiOR_ 4LPINE ill INCf.fEU "'•L F� T1F1 �:' �•(� Cq-., --- — - PRCIiU kESPGNSI6LE FOR DEVIr FROM THIS DESIGN. ANY FAII TO B(, 1) 1. 10.0 PS1- ORW i{CI}SRUA1 02360046 f) T NI� t/AL - ,S. !NC. SHALL NOT LE ANY .ION ,kE SUM) THE TRUSSES IN CONFORMANCE WITH TPT: OR FANRICA ING. HANDLING, SHIPPING, INSTALLING ANO NN RC ING OF FRUSSE S. IH15 DESIGN CONFORMS WITH APPLIGASLEPROVISIONS OF NUS (NAFTONAL LIE;TGN *% �� 9��I1t. 1.1 (l.11 PS1 i1�. FNI] GIWr/i'�1`iA -- f 1 �Y ---- - - SPEC IF I:Ai ION GIISI.IsHEU H/ THE AMEN ICAN FORE ANU A R AS A O j A Y AI. N CONNEI ORS ARE MADE OF 20GA A.S!M A653 Gk40 GALV. STEE!. EXCEPT AS NOIEU. ApptT CONNFCloks TO [ 0,- STATE OF 12,E 101 37.0 PSI SLf11'J 12255 EACH FACE OF TRUSS, AN UNLESS OI HE0.NISE LOCATED ON LIIS DESIGN. POSIi10X CONNECTORS PER P �5 L-Z-Ofl1.. �j - .Ill. ---- ------ --- --- ------------ --- Alpine Engineered Products,Ine, 118111eSCity, l'l, 33844 FL.(:eMficRlzoffEullYOIIl2U(NYAA561 DRAWINGS 160 A i THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENCINEER ITIC PIS PONSINnITY SOTfI'V FOk T,E IkVS COMPONLN1 DESIGN SHOWN. THi SUl'. SPMTY ANO USE OF THIS COMPONENT FOR ANY PARIiCU(AR Bt11LDTNG IS THE RESPONSIBILITY OF INE 80(NNG DESIGNER, PER ANSI/IPI 11995 SECTION 2. S�oNA�E`' ( SPACiNG ( / 5{ F ABOVL �i�IJM ]}�EF RD�i ]RY11081 Z(J5 (49179 P12 3338A LJ/I) IfIiS DWG PRE 11ARID FROM COMPHILR IFIPIII (i0A0S 6 I)IIII NSiOTIS) yIJWIlilTO FY TRt1S, MFR.. lop chord 2x4 SP #2 N hol shot d 2x4 )I' r'2 N webs 2x-1 SP {3 I)etlect'ion meets 1/360 11ve and L12,10 total load. - Shim all supports to solid bearing. PROVIDt (2 ) 16d COMMON NAILS, TOE NAILED Al TOP CHORD. PROVIDE ( 2 ) IEd COMMON NA.11S, TOE NAILED AT BOT CHORD. lumc P1-T IYP. Wave TP 7-0 12 I 3-4-0 - I - 3.0-0 I -----7-0 0 Over 3 Supports- R-331 11-180 W==4" I \E---- I Alpin • Engineered Products, Inc. Haines City, FI. 33844 FL. Certificate of Authon2ation 4 567 100 Inph wind, 20.6/ It mean Fig I. S13C, t1IClOSt1) bldg, not 10cILed wittli[I .1.50 it: IIulo root edge. wind IC Fit - 5.0 psf, a�iIf(] BC DI - 5.0 psf. A, rigid ceiling or continuous lateral brd0 ng at. 24" O.C. Must be properly attached to Lhe bottom chord. _ .22 4 2 R-79 0 -180 _0_19 6 - 14 R=162 11-180 _ 18 9 14 Design Criteria: TPI(STDI Ver " WARN! NG-. TRUSSFS REOUIRE EXTREME CARE IN FABRICATION. HANOIING SUI PING. INSTALLING ANO DRACI NG. REFfk IV Hj691 (ifANDLING (NS(At I ING kN0 UH AGING), 4-I)BlliliED nt IFI iinU55 PLAiE INSTI TIITE. 583 D'(I N.10 ON.. SUfT£ 200. Mb0150N. NI 637191. FOp. SAFETY PR ACI ICtS PRIOR IG FfNF GRMI HG THESE FUNCI ION,. AINI. E5S 0INE kw ISE TNOICATED. TOP CHORAL 5HAI. 1. HA'Y E. PROP [R i.Y ATTACHED SIRUC TURAL VANES. 801 TOM CH0HD SHAII HAVE A. PROPf NAY AI IACHEO RIND CEILING. �EME'Gk rANi•• AURN I SH A COPY OF THIS DESIGN TO THE INSIAIIAIION CONTRACTOR. AI.PIN[ E.HG1Nf IREO PROOU-T" N SHA.. NOT N SP N I, F N ANYDEVIATION EV Ai GN FN(1M II+. T N f iRL li "ITS, l C 11 6E E J S16 F O Ut I I ( 1S ILSIG AHY AILL E f C' 1 f U ID TH TRUSS N CC,Nr OR MAH... WI 1N 1T � GN FAHk IC.AIi.NG 11ANrl 'N H PP N; N'IA. N' AN f i E ,�E.; i f I. ..I G. S I 1 L. I� AILING 0 EkACING OF TRUSSES. THIS DESIGN CONFORMS NI LEI APPLICABLE Pk GV1SEDHS OF NOS (NAT IGNAI. DESIGN SPECIF ICAI ION POOL BY T11 AMEN ICAN FORL51 AN1) PAPER ASSOCIAI ]ON ANG TP1. ALPINE CONNECTORS ARE MADE OF [OGA ASIM A651 Gk4C GALV. STEEL. EXCEPT AS N07E0. APPLY CONNECTORS 10 EACH FACE Of TP,U�S. ANC, UNLESS OTHFkNi6E LOCAIEG ON TNiS DESIGN FG>IiION CGXNE.CTOkS PER DRAWINGS IGO A -I. THE SEA1. ON THiS DRAWING INDICATES ACCEPTANCE OF PROPESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IROSS f,UMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT TOk ANY PART]CUT .Ak HIM DING IS fBE RESPOASIBIIITr OF THE BUTIDING PitSIGNEP., TER ANSIITFI 1 1996 SECTION 2. No. 227 EB 28 Off, STATE OF 12�/ 1TY-.6 riI/_/1I / --/—_- TC EL 20.0 PSF I C fiL 7 .0 PSf f3C PI 10.0 PSI 11C I- 1. 0.0 PSI IOT.11) 37.0 PS[ 1111P.f AC. 1 25 SPACING 24.0" 3�' Sf dle = 315" Et. -- ---- — - -- Rf F R081 59811 DATE 12/26/02 1)RW lic(ISR081 0236004; 1IC E NG )WC/MMA SE ON 12253 FROM ROG AMU 1RYUO81 ZO5 (49I I Lj - 1, 12 3338A - I 18) THISDWI; PRL I' A RO) f kcirl COMP I I I ER 1111,111 (LOADS & 0 1 Nf NS I ONS) SIIBMIIIED BY I R (IS S Vlf R Iup chord 4x2 S11 (12 11 bot cho(d 4x2 SI, 1112 N Webs eW SP #3 Truss must be installed as shown with Lop chord up,. Y I 1 X4 (R) -3X6 0-7-0 6-9 0 WIN R (" I t- 1, to 111131 91 ful, additional bracing t,c(lo j i-cment, s . b I, d c I I I q [lid 1, (-1' 1 11 to be supplied by F, t (1 un contractor. He f Icc 1, 1 or I meets t /300 live d I I d I /?40 LA) t d . I I Oad 6-7-8 1 1.5X4 111 X 4 111 4 X8 W�-3XO �—z 1 .5X/l III 3 X,l -* 3 X4 =— 3X6 1 X4 (R ) --= 3X4 =— 4 X 6 4X6= 3X4 =— 3 X 4 2X4 III 04- W°3X6 - 2 X 4 111 1 .5X4 111 -----14-1 0 -.1 ---21 -5 4 Over 3 Supports R- 775 14=0" K--I /30 W=3.5" 3X4 =— ?X4 III R=z6415 W=6" Y�� T- 1-4-0 —L -,26-9 4 0 IT Note: All Plates Are 142.�-)X4 Except:. As Shown. Criteria-_ I I (SID) Ver: 19.0b2 O'i y IlLj 1_1 S c. a 1 e 2 5 F I, Pit 1 YP . Wave I F) 1 95 Desi p - ---- -- . ..... ---, . ......... — -- _9!i 141 NG* * TRUSSES REQUIRE WRE!"If CARE IN FABRICATION, HANDLING. SHIPPING, INSIALL146 ANO T C 1-1. 40.0 P Sf lqf R O�j 1, 'j98 12 BRACING. REFER `0GflIHR'jl (IIANOI fH6 INSIAIiING AND ARACING). FINAL I$Hf() BY Ili (IROSS Pt FIE S3719) 11 11 G . I I OR I " CD HAD k S PR "R TO I IN I IS' i XES, �S(D)NJCAWT!,U. 0 R 0 N F k"Tic"IN, UNLESS O'HERitisi TOP C ROE, I; SHALL I HAY i p'n"ply AT IACIJtO PE U ISR P p 1 01 10. PSF DA1 1 12126102 STR(,Cllkll PANELS. BOTTOM CHORD SNAIL HAVE A PROFfR(Y AIIACHIO RIGID CEII ING FIJWSH A COPr OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE, LNGIN(EkEu m kIAN I'll, 1A "IIIIA"LlItIG ""I" 13 C D 1 5. 0 PS DRW HCIJ�ROPI 02360016 Pk �NCSSSHAIt NOSI,fLf,Ekl.�FOWN�tiit IOW I,H1H,;NG11 0 1 ... UNTIL 0 THE k I ES If CO OR AV I IN I'.. OR HANDLING. . I. I GN FABRICATING. Aft"D BRACING OF INIJSSLS This Of i(,,N 0)11FORHS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL Disl No. 227 8C. I- 1 0. 0 PS I 1IC I NG JWC /MMA A L P I E j SPECIf ICJNPI,F��tl SHFE02eYA (TIE AMEk ICANEIFORE ST ASSOCIATION"AN[) 1pf ALiwINE EB 20 iCAT WAND TEAPERILiss IPCIO"� I I 11), E P I'L C C N I (I CIANN �r ORO 06,,AS M,AG�3,G,4OU6AL,. 1. lio, 1111T�15POSITION STATE OF lot 11, b5. 0 P S F SEON 28294 Alpine Eng I gineered Products, flairics (.'fly, FI, 338,14 VI, Ceitificat, of-Atialunintion Inc. At 567 OAR( ACRE F TR'U"SS , A N SS CA 0 0 D 110014 C�NNECICONI F W S I IACCEPTANCEDESIGN. 'S ICR' (P A I H I INGRATES CIPA I` I A G 16 0 Z.THE 5 EA L Q% THIS ORAW NG h I CATES 0 F PROFESSIONAL. E RGI N fiLk. I G 1 � C. C 4 PO N f NT DESIGN SHOWN. I fit IJITABo TY AND i OF IHIS NC I S S I it fit IY 0i I t V i Ok THE TRUSS COMPONENT FOR ANY PAR110](AR BUILDING IS THE RESPONSIBILITY OF TIIL BUILDING OLSIGNER, PER 1 ANSI/TPI 1 1996 SECTION 2, �ZOR%01` DUIR . FAT, SPAC I I . 00 N Ci S E F ABOVE FROM JR F I JR11 'IRY[JO81 ZOE�) (I(iII') P12 3338-, i I1) ACTS Owc, PM(PAkfU FRUM I,uPfl'tiiER IMPUI (IUAOS 6 OfIIfNSfWI,I S0PII11iFp BY TRi)S, IIFR. Wf' (HORO 4x2 SP #? N HOT CI10RU 4x2 SP #1 Dense :82, 135 4x2 SP #2 It: blEfi S 4 x 2 SP jl3 CALCM,41H) VERTICAL DiEI_E.11ON IS 0.85" DU TO LINE LOAD ANO 0.32" DUE TO DEAD LOAD AT X — 14-6 12. 30,/5" 11-10 8 1 2 x 6 #li HEt11-[P OR BEIILR C0NIINUC)tIS SiRONub:CK. A,IIAI,II 10 LA(II IROSS WHER1:. SHOWN b11Ill 3-10d NAiIS. SIRONG13k.k HALL RIAi 10 BE SIIPPLiEU BY IRE(:IION CONiRACIOR. OEEI_ECH ON MEETS L/360.00 LiVE AND L/240.00 TOTAL LOAD. TRUSS MOST ft iNSTAI_rED AS SHOWN WI-11I TOP CHORD TIP. r Z� 1 ' W W2.5X4 -= W- W2.5X4 .= k-4—W3X6XW3X6Ili W6X8 WXW5X5 W4X6 W4X6 W5X5 W5X8 W6X8 W X4 (R) = 44fb — _ dip —�` 1 4-0 62 W4X4 W4X4 = W4X.6 — W5X5 -_ WbX8 I # 1�l1X4 (R) - W6X8 = W5X8 - W5X5 - 1A14X6 - - - _- = rJ6X8 W3X6 III W3X6 III W3X6 lil W=IWE)10 =: 1d3X6 III 41=T1S2510 _ YJ3X6 lu W IIS21i10 W IIS2510 -- ---- -- -- —2 / 5 4 Over 2 S u p p o r t: s-- ..-- ----� R=1502 W-6" PI, T lll'. Ili h Stren(t11,1✓�lve—lPl �)�' -- f)esirn CriLer a _ TPI(SLD) -- _19_flb2 Q.TY:9 til/ �lj Lj= Scale -- — I —WARNING'" TRUSSES REGUiRE EYTREME CARE IN FABRICATION. HAMMING. SNIPPING, INSIAl,.ING ANIi TC t.1. 40. D PSF 6N ai iNo. REF E0. F0 HIH yl +ANUL ING INSI ALL [kG AND .0 1HC). PUDl1SHED fi'Y IP! (IRU„ VLATk RE I� R081 - - 59813 IN511 Tu11. .Hi O'DNOFR tU IN.. SCI1C 200, nAD1 ON. N? 37i.9) FCR SAFETY PRACTICES PR10R 10 S iRIIH TUF aL PANELSr UNCIHOtIOM CHONtESHAOTHERWISII HAVE A PaOPk V.L YINOICATEI A!IOCHE[ICHORD R IGIOACEIHAVE ING. PROF•f NLV ATIACiiED SER P. F2 iC i)4... 10.0 PSI- DATE 12/26/02 I#1FCH CANT•" FUkNI SH A COPY OF 11115 DESIGN TO IIIE INSTAL LAIION CONTRACTOR. ALFINE ENGINEEREfi �1'%�P q ' y (` � rF. I; , ,?,_ £i.0 1) SF DItW nClurtoHl 023E0010 PN OU UCI S. INC )HALL NO] HE NESPONSIHLf FOR aNY UEYIAI ION fkOM 1H15 DESIGN; AN, FA II HRE IO �. 2M •* F01IID IHE. IPISSES IN CONFORMANCE NIIH 1P1, UN FAUk ICAI1NG, HANDLING . SHIPPING. INSI ALL IN{; ANC /,� () 1, p 1�. IA�-l".I HNACINi, OF IN!J SSE S. THIS DESIGN i:ONFONMs NI Ir. APPLICABLE PR OV I51 ON$ CF NOS (FIAT IONAl. ul Sli:N EB /() ZOj{L� Bc I t 0.0 {ISE TIC FNG V8/AIJ <PE fIF I<AI ION PURL i5Hk1J HY IHE AMIHICAN FOREST AN0 DAPfR ASSOt:IAi TUN) ANA IPI. AI PINE •�CONNECTORSARE MADE OP 20GA ASIM A6S3 GkAC CALM. STEEL. E1(CEPT AS NOTED. APPLY CONNECIURS 10 O••STATE OF Tr4( .I I). 55.0 T'St SE ON - 156/ EACH FACE OF IkLiSS. AND UNIESS DI IIERN I5E LOCATED OM THIS DESICN. POSIT ICH CONNECiCNS PER �c�S;•�OR10P,: �� _ _ _._.. DRAHINGS 160 A-2. IHL SEAI. UN THIS DNANING i0 CAIES ACCEPTANCE OF PNOFESSIONAT ENGINI IIN6 `S�oNA1.E� f)11R..PAC. 1 .00 FROM RA Alpine Li1a111CCCC(l E•FO(ILICt3, Inc. R f: tiJN 5lN ll.IIY SOL E;.Y F0H 7NE TRUSS COMPONF NT DESIGN SVIONN. THE SUI IAH II ICY AND USE OF THIS l Hines Gfy,f'1. 33x44 COHPDNENT fOR ANY PA.kI IC11 Ak BU1 0ING IS THE RESPONSIHIIITY Of ;NEE GLI 01 NG OE 51GNkR. GER SP {, f'i.CL(LIEIG8l00Ei�uthk)rizatioii At j67 ANSIrTF1 1'199 SECTION2 S{AC INN 24.0" (41i1-19 1112 .3:38A FIII) IiiIS DWG Ilk FF'AkCU Fk0t-i (,MP11itR. INPUT (t(TA0S 5 UItILNSIOl ) SUi3t1IiIFI) tl( TRUSS r1iR. I(Ip chord 41x2 SP 1 1)cn"e hS )1 chord 4x2 SP 1 Dens(: Webs 4x2 SP #3 Provide for complete drainage of roof REFER TO DRAWING 657,275 OR 657,275E OR 1,153,783 FOR GABLE DE TAILS.NOTE: CONNECT BOTTOM CHORD FOR 110 PI-F UPLIFT ALONG TH[ CON IINUOIS SIIf' PORi. TOP CHORD TO HE. LATERALLY BRACED 13Y PLYWOOD PROPFRI_Y AtTACIED TO TOP CHORD . NOTE : TRUSS IOil AND BOTTOM CHORDS MAY HE DRILLED THROUGH VERTICALLY FOR [IF, TO 1" DIAMETER Hlll_ES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEE TO 13E PLACED AT EACII SIDE Of THE DRILLED HOLE AND ATTACHED WI fit (2) 160 NAILS EACII END. 2.5X4 1X4 (R) 0 7 0 Y _, TX4 (R) 2X4 III 2 , 6X4 Peter to iI1B 91 for additional bracilly reyulrements. bracing material to be supplied by erection contractor. Oetlect!oil meets LI3E10 l ive and I klO tcit„1 load. Truss must. be installed as shown Witt] tot) chord up. SPECIAL. tOADS -.- (LUMBER 0IIR.FAC.=1.33 / PI ATE OOR-FAC.=I.33) TC - from 361 PI-1- at 0.00 to 361 Pit at 23.65 2.5X4 = 2.5X4 Q 4 cIj T 1-4-0 A _ (�9 4 0 �- ___ -__ -.-- ---------------Z 5 1- 4 O v e r C o n t i n u o u s S u p p o r t -- —� R-340 VLF W=25 1 4 W=I.5X4 W--2.5X4 = 3'6/ Note: AI I Plates Are 1.41X4 Except. As Shown. PI_T TYP. Wave 1111-95 -- - --R De Jgn Criteria: I P I (STD)___Vvr: 5.05 0TY_I I1 1 _ — -_Scale -. 312 /Et_ -------- -------- R —WARNING— R 10.B5SE5 REQUIRE EXTREME CARE IN faB0.[CAI(ON, HANDLING. SHIPPING. INSUTISS G AND TC I-t 40.0 PSF RLE R.081 - "-5O814 B0. ACING. Ri: I-fR 1p Hlli 51 lHANfiI ING IN$TAi.LING ANO OH Ai IXGT. PUH!.1>HfU NY t'ri �S �lA.l INSiI R!tE. SBs G'ONGFRIO 1i0.., SUI TE tOC. MAGI SON, WI 537t91. FOR SAfkTY FN ACfT�_. PH IGR TO PERFORMING "IESE F'IN,IIONS HNIESS OTHERWISE INDICATED. TOP CHONU'"A" HAVE PROVENLY ATIACHEO IERPp _ i'.. OI 1D.D PSI DAfF 7 12/26/02 SNAIL HAVf A PROPE NLY ATTACHED RIt,iO CEIt ING. S1'HIIf.IIIRAI PANELS. 80110 CH SEA �,NTRA�TUR ALPINE tNGixEEREO ``'I MPOHiA.11 i" P"1NNTSH A COPY OF THIS DESIGN TO THE INStAItA HOY _ '• / j[F[C'•'Y S�•�P qT'I 3(; 1)L 5.0 PSI -- ORW HCItSRo81 --- -- - 02360030 PH 001K( , IN:; SHALL N07 8E NE SPON�TtIE[ fON fNY DEVIATION FROM ;HIS OESIGN; ANY FA]IHRt 1(1 /--A BUIIO 1HE. IPUti SIS IN CONF CRMANCE NIIN IPI: OP FAN P.I(A71NG. HANDLING, SHt PIN(',, INSI All ING ANG *.I � � I Ht• EI 0•0 P5F II(E NG lWC/MMA 1 AI C GRACING OF iROSSE S. IN!S TIE S[ON CONFORMS NIIH APPI ICABI.E PNOVIS[ONS JF NG` (NATIONAL OESIGN 7 �20----- 1 IV L -- P.:IAT I�iH PIIBI>U E1 6Y THE aMER 1i:kH FOREST ANO FAVEP ASSl1CIAl IONi ANO TPI AIPIkE CONNECTORS AR MACE Of TOGA ASIM A553 GR40 CAIV. STEEL. EYCfPi SS NGIkO. APPLY CONNECTORS IO •� STATE OF :� 1 0.1 D 5 5 . 0 PSI S E O N -- 3.3 9 3 E aC ll FACE OF INI1S5. AND IINt(55 OTHERWISE IOCAIfO ON IN[5 DESIGN, POSITION CONNE(IONS PER [N1S iND1LAIES OF PNDtES510NAt ENGINEERING 'n• P.% �� F' 20R10:C9 SS`J��A�'�C� .I . -__._ .....- _ __. 0RANiNGS 160 k i THt SEAL ON DNANING ACCEP[ANCE OtIR. FAC. 1 33 FROM RA Alpine 1,n giiieel'ed llrodiwi9� 111c, AESF'GNSIBTII;Y SOLELY FOR ;HE INV SS G0 PONt.NI DESIGN SHOWN. THE SHIIA8ILITY AND u5E OF I IS Haines City, FL 33844 COMPONENT FOR ANY PAR IICUtAN BUILDING IS IHE NESPONSIBRI[Y OF IN[ BONDING OESiGNER. PER $PACING SEE ABOVE 1REF IRYNO81 ZD5 Fl. Certificate of AOthonzation # 567 ANSI/IP1 1 1995 SECTION 2. (4�i119 - 1112 .3338A F1()) ill IS Dw(, PREPAFII) FPOM CGMPII'itR Irll1JT (I :)*l) 6 DItIfNSI011�)j SULW1111[0 by iRIISS P1lR ](III CHORD 4x2 SP ;II Densc I 2x6 #3 ITEM FIR OR BETTER CON iiNUOUS SiRONGUACK. AIIA.CII TO 1301 Clli)RD 4x2 SP 24001' 2.OL :81 4x2 SP {1 Oensc: EAC11 TRUSS WHERE SHOWN W1111 3 10d NAILS. SIRTINTMACK itATLR.IA1 10 WL13S 4x2 SP #3 LiE SIIPPLI[(I b'f E}?[CT[ON CONTRACTOR. 11AX JT VER1 DEFL: 1.1: 0.61" DL: 0.23". TRUSS MUSi HE INSTAI_I_ED AS SHOWN W[1H TOP CHORD UP. V -- -- I 1 -10 - 8 -- --�- -- _ 10 - 6 - 0- -- - 1 5k 1 1 • W=W 3 X 4 - W1X4 III W4X6 -'i WIX,4 III W1X4 III W1X4 III 2X4 III W b14XEi = I 0 t�l_Y�4 (R) - 4J4X4 = W2.5X4 = W2.5X4 = W2.5X4 - W3X4 = 4J4X4 _ W4X6 = 1- ' ' 1-4-0 - --- ---- -- _ _ - === A- - 9-4-00 �- 411X4 (R) -' W4X6- W4X4 - W3X6_ Wl_-5X1 W3X6 - W4X4 - WIX6 = 4J4X6 -H1 4J2.Sk4 - W4X6 W2X4 III W-IIS251O = W-IiS2512 �-- - - -23 9-4 Over 2 SUppOrtS---- ---- � R-1302 W-6" R--1301 W-:3.5" I'[-[ TYP. Ilidh Sltren9Ih W- VEa TP1 1)5 Desjgn Criteria: IPI (S11) 19.Ob2 HI 1 Scale =.25"IFt.. '*WAR NING'• IN ASSES GFO(IfNE EXTREME CARE IN EA(IRICATION. HAIIDI ING. SHIPPING,, INSTALLING AND -OTY:4_ -_-/F/ _ DRAI INt, Rif ER f0 HID 91 (II ANO, ING INSIAL(ING AHD bk A,I NG). F(181tSH(D UY IPI (Ik 115S FL ATE it J.. I. 40.0 PSF RI I 1: 08 1 59 1.5 INSi(TUTE, SB7 O'ONOFRIO UR.. SUITE P00, MAofSON. NI S)719). FON SA.(ETY PR ACIICES PIS10 S, ATIRLYO, PROPERLY ATTACHED Of COP 011iNANESA 11R'OTUR.L ii. UI. LD.O PSI "—"f�—e r l '--- �— - 12�26 �I12 jERP. R� Ulil ._ ONOESS PA N E11 LSFt1BOTTOM PROPERLY 7I01 E OOR15 T 0111 f LING E F(IRNISH A COPE OFF THIS DESIGN TO THE INS[Ati AT ON C!tNikACO� ALPINE ENGINEEk ED �•(�P •9j••'1' E)[ FOFIANI^• PR OL 17:.f S. iNC SHALL NGI nE RE SPONI T6IE fON ANY OEylAi f4iN FRCH THIS DE 51GI hN7 FAILtiRE itl U F, t?( 5,() PSI 11RI^J 110J5R081 OL 360r)1-0 /,A bU•tL0 THE IRI) ES IN CC Nf OR ANC WITH 1P1; OR FADR I(AT tNG. WANDI. ING. SHIPF ING. i4STA(Lf MG AND DNa ING OF TNI15Sf 5.THISOfSIGN CONFORMSWITHAPPLICADLEPROVISIONS OF NOS (NATIONAI DESIGN *.No.�' '�. EB /� // 13( I- [ r)•(l PSI f II� 1_rJ(] t�C J A Y11F1 [OL1N` ILL FOREST PAPEP ASSOCIATION) AND IPI ALPINE G (/�]/i Q�`J �O� — SVEC I(TCAi ION F116LI SHEG HY THE AMEk IC AN AND Ci7NNECi ORS ARt MADE OF 20GA ASIM A653 GRLO GAT. V. S1EF1.. EXCEPT AS N01EO. API'I. 'r CONNEC IORS 10 O•• STATE OF !� TUl I1. 55.0 PSI SLQfJ - 151I) Alpme l'_.ngiricufcd HainesCity, FL Certificate of AU(honzation Products, life. FI_ 33844 9567 Ea it FACE uF TkOSS. AN [IN SS OINERN(SE LOCAiCU ON THIS DESIGN, rJS(IION CONNfCiOAS FFR. GR:WINGS I60 A 2. THE SEAL ON TH1S DRANING INDICATES ACCEPTANCE OF PROFESS[ONAt. FNGINEERHIIIS N f: SPON S 11111. 11 Y SOLELY FOk THE 1RVSS COMPONENT OrSIGN SHOWN. THE St/1IADTLITY AND OSE OF IBIS COMPONENT FOR ANY PARIMILAR BUILDING IS TIIE RESPONSIRII IIY OF Ill( 801DING DESIGNER. PER ANSIITPT 1 1995 SECTION 1. 'OF•,AjORIpP.�� sS�oNA�Et, -I __..-_ _. __._—__ DIM . FAC . SFAC ING 1 .00 24 • _.__.- �„ ._.__ . _ FP.014 -._._... -..__. -- -......__ RA (413119 P12 3338A 119) ililS utd5 PR.EPAPAO EkOPI lomPIIEEk INI'llI (LunbS & CIPIENSIUt's) Si1NM1iTEU ct WhS WR. IUP C10JI'M 40 511 N 1301 CHORD 4x2 SI12 N WLBS 4x2 SP #3 11 LISS MUST BE iNS1A1_I_ED AS SHOWN WiTH 10P CHORD 1W. 1" Typ . .--- F10 WD6 W1X4(R) �_- 0-7-0 _I ._ W1X4(R) W2X4 III 6 9 0 16.75" WIX4 III W1X4 III REFER 10 I111191 f(ii', AhtilllGhlAl_ BRACING R1:_Ql11PH-ILIIiS t;RaCIHG HAII R1,1,L 10 BE SOVI't 110 BY 1=REC11011 C0F111ACTOR. DEfL.ECIION MEETS I_/360.00 LIVE AND•I/240.U0 101A1 LOAD. 14" 2-10-8 3 - l} --- - ----� W,-W2_ . 5X4 -_ W3X4 = W4X8 = W3X4 = W4A4 = W2X4 III Y11 A9 III V+A n-r NI W=-W2 .5X4 fj 5 T 1-I4-0 —L 9-4 0 —. -- --- — — . ----14 .7 12--- - - -----5 4 Over, 3 Supports R-75`. W 0" R=1348 W-3" R=3:39 3 Note: All Plates Are 4d2..5X4 Except As Shown. PtT IYP. Wave 1Pi 95 _ _ Oesi Crlt,e_ria_ il'[(Slh>� _ -—19.Ob2 _ UTY;4 _Fl_�L-L�1_IE:1=1= Scale =/5"IFt.. —WARNING" Tk OSSES REQUIRE El(TREME CARE IN FAfiR ICATION, HANDLING. SHIPPING. IH IALLING ANO 0 40.D c PSF RFI 8 p R081-5�1816 BRAIING REFIk TU I118kyI (HANULING 11SIAtI.ING ANO HHACING7. PIHLISHEI7 BY TPI ( NUS, HLAlt IN51I TlIiE. S83 G'ONI TO UR., SUITE 100, MAl71 SON, NI 537191. fOH SAfk TV f•Fi ACIICf$ PH t(7N 10 -- - - -"— ' PE AF JRMINi; IHf Sf fUNCTION> UNLESS ui HENWISt ING [CAif G. TOG (NGkU $HAl (. H Vk GNGPf RIY Ai TACT{ED '(ERpF T(, Jl. 10.0 PSI D IL 12/26/02 S i R VC TUR At PANELS. HOT 10. CHORD SHAII. NAVE A PN OP ENI.Y AITACHEO kIG1G CE II ING........IMF. " IFIC•;V ---- -- -- - --- IMf'UNIANI •" FURNISH A COPY (JF iIi1S GCSIGN TO THE IH51 All A1lON CONTRACTOR . ALPINE ENGINffkEO FROM F4!f IO ,�P qr'�' V F•• BC DE 5.0 11S ORL1 I!ruSkb81 a2s6�oII Pk OD UCT S. INC. SH AIL NO BE AI SP ON S I UIE FOk aNY DEV TATTON II1!S GE Si ON; AN op BullG IdE. INUSSfS IN CON ORMANCE. WITH TPI: ON FAN0.ICAiiNG. HANGL ING. SHIPPING, INSTALLING ANit *� NU.YL .* 0.0 PSI _._ FNG -----._ Vt1/AP /, L I nIL Bk AC ING OF TRUSSES. THIS DESIGN LONE DAMS WITH APPLICABLE PNOV IS(ONS OF NUS (NATIONAL OESTGN �� .J�83//� �� lic 1.h HC ..- n 1 ----- l I`Vl --- -- I SFfTIFTCATION PUBt ISlIkO 8Y THE AMERICAN FOREST AND PAGtN ASSOC141 IONI AND TPI At PINE CONNECTORS ARf MAGE LJf [OGA AS1M Absl GN4O CAIV. $TEEI, fl(C111 AS NOltO. APPLY CONNECTORS it) (/�]/1-,E/ d{ 0' STATE STATE OF :�� i.11 D. ---"'- —"---- 55.0 PS} --- SEQN 15/6 EACH FACE OF INUSS. A.NU UNLESS OTHERWISE to0 BX 1HIS 0 SlGN, POSlIION f,ONNECIONS PER F••�ORIDP,.�� S�ONA1.6c� .I _._-_ ._-- --_-...- __-- -- -------------- Alpine F,ngineeicd Raines City, FL FI.CertificateotAiithulizNtion Products, 33844 ORA.NINGS 11 A-i. ONE SEAS GN THIS DRAINING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Itie. RE It NSIBFI. I7Y Sol0e FOR 1HF TRUSS COMPONENT DESIGN SHOWN. THE 5U11A811ITY ANG USE OF INiS COMPONENT FOR ANY PA.RTICU!Ak BURGING IS IN[ RESPONSIBUI TY OF THE BUItOING GESIGNER, PER 567 ANSI/TPI 1 199s SIMON 2 �IIR FAC SPACING, • � • SEE n0 ABOVE FPtlhi PA (,1911'.) P72 3:338A I13) IIII S OWh I'kll'A.REO FROM U491'I,iIk 1w,111 (IUAOS & IIIMIrlSIUP1S) ',wam117Et) Hr I R I I J ` fIFR- Iof, CIIORII 4x2 SP #I DeflSe f Ul t:1li)RD 4x2 SP 2400f 2.(JE :HI -Ix2 SR rig fl: WEBS 4x2 SIT 113 TRUSS MUST BE INSIAEl_ED AS SHOWN WITH T011 CHORD UP. 1 [--I I . 414X6 = W06 IWIX4'(R) '= 0-7- I. T WIX4tR) _ 3() W3X4_ W4XE1 = 114X0 - WU4 W2X4 III W--IIS2510 = 14.75" W 1 X 4 III RII I i0 HIB 91 FOR i'DD1110ItAt BRACIIIG R1,0UIVf111 N1S. BRACING MAIERL=I_ TO BE SIIPPI LED BY ERFCl ION COiITRP,Ci(iR. MAX JT LlER I DEFT : I I : 0.48" IA : 0. 18" W °W2. 5X4 = W2X4 III W4X4 - 1•l4X6 W I A 4 111 W=IiS2512- st'TA'r = W4Ab W3X(i T 1-4-0 �j_8-0 0 �T3 ---- 1 4 Over 2 Supports- R-12I0 4!=6" It-1209 101--3.5" Note: All ITlat.es Are W2.5X4 Except, As Shown. PET_TY11. Ili(Ih StIe 19th_Wavc TPL-91) — -Design CriI,eria: IPI(STD)-- 19.01�2--(1?Y_4—H. L1� �E� /_ - -Sole __-zFI__ "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOI.TNG, SHIPPING. INSIALt ING AND I TC (� 40.0 l- PSI' R r I F� t _ _ (� R081 59817 0RACINt,. REFER TO H16R91 (HAND! IN INSIAIIING ANO OR Ai ING), PUBLISHEU UY fP! (IN05S PI.Alt `1- I NSIITIIIi.. 583 U'i1NOFRI DR.. Si:ITE. 2G0, MADI$ON. NT s mi ) F64 SAFETY PRACTICES PRIOR IO PROPERLY T(. !,I.. 1(,.0 PSI - DATE -"---"" "-- 12/26/02 FEP.PORMING INESE. FUNCTION;. UNLESS GIHERNISE. INDICATED. lUR CHONU SHAH HAVE ATTACHED PANELS. CI{GHD SHAI.I HAVE A Pk OPENLY AI (ACHED RIGID CEILING. JellPF '-•. / -- ----- - -- SIR UCIURAI. BOTiJM ^•'AIPOHT=.Nl" FORN!SH A LOPV 0I THIS DESIGN TO THE 1NSIA(I.Af ION CONTRACTOR. ALPIN! ENGINELklD �,jIFIC,"Y ��P ql't BC 5.0 PSf 1)R41 PRODUCTS, SHALL NOT H! kf SPOH$IBtt FOR ANY DEVIATION FROM THIS GE SIGN; ANY FAIT. UNf IO DI IlcusRosl 0236001c 7 API INC BUILD flit: 1ROSSES IN CONf ORMANLE WITH TPI: OR FABRICATING, HANUIING, SHIPPING, INSIA.{.LING AND DkALING OF IkUSSES. Tf115 DESIGN �UrJRM> MIIHAPPLICABLE PP.OVISIO41GFNG.`, (NAi1GNAl DESIGN *:•G No,228 fl/ .* C/Ti'I!i f)E• 1-I O.f) PSI 11( (NG VR/AP T SPEC IF IC A(ION PUDI.ISNED HY THE dMlk IIAN FORk SI AN0 {'AFIN ASSOCIAI ION) AND 1F1. AIP INE AR( MADE OF 266A ASIM A663 Gk40 GALV. STET! tXCEPT AS NOTED. APPLY CONNECI(195 IG �}� L l/1C�1�(CONNECIORS O". STATE OF :� 1(' 1 IJ 55 0 ITS( S E Q N 1 t173 EACH FACE. OF TRUSS, AND UNLESS OIHERNI SE I.00AT ED ON THIS DESIGN. POSITION LONNECJORS PER PTA CE OF IR IOF�VOp',_F�_._(.�_-_ SS�QrVAL .1 .----- - ..--f_-n (7 .--(-- ------ 111, AWING ES E� OUR FA" 1r-�_-.-._-. 1.00 f R0t4 ,L— RA .�IPIIIC ).:i16'Irld�,r'eAl I3f0(iIACLS, 3111:. ($P6NSIA ILIfY 50L El. Y�FONSikE Tk /111S,C MPONENT DESIGNI$11UNNEE i1NE 111IAo ILL IYUA)Nfl ll $EiryFt it/15 • flaule3City, Fl, 3.3844 COMPONENT FOR ANY PAPIICDLAR b0fiDING IS THE RESPONSIBILITY GE iIIE BUILDING OESIGNER, PER S11ACiNG 24.Q" Fl Cet3ificate oC Autharizatfuna 561 AN$!ITPI 1-ley- �"TION 2. p,/'r ,," u`"^ ,./ lop conro lxz sp Az x u"/ ,xv.0 4x2 Sp 1,,2 n A82 -xZ �p J| Dcnsc: xeu` 1x2 s, Aa uef/ectmn meets 1 /360 ||ve arid 1 /240 total' load. ' 30 l5^ Tvo 4X6�--- lX4(R) -- 4X4�° ~`- v /'v _I- J - 3 /67 ..~~....^...^~..~.~....^...... `^..~'~~...~^...'' ~~....`.~- -'-~-' x"/*r to x|u y/ for, uuu|'mn^/ umcmy ,cvv1nme^u a,^^my mo/e~,a\ to be sxvo|uu by ,,ccuo^ cv^'mcmr Flax u v[x7 oEn: n : 0.44" m: o.|*^ ,em,menosu cuw»er, }/4' ' lroo mm`, »e installed as mm^o w|m m» cxv,o up. 04 2.6%4H-� 5X4�� 3%4� 3 X 4 / 6X4IX4III 2.')X44X44X6� lX4(R) -- 4X6-� °^`^~ .)^y~~ 2X4Ill w-|o, x-a' W-H526l0=- / p,~~ 4 ^,~~ ^^°~. |X4Ill `^~- 2X4N 20 9 4 Over 2 Support x-113* w~z.s^ API N E 1AES(V)RC0JA11ONN) EB 20P AL SPECI�TC k Tj IN P081.11HED 11 1 ottSWEP ICOAN FORESI AND P(APLP AN�b TPSI At P I NE flaines City, Fl, 33844 COMPONENT FOR ANY PAR I ICHLAR 8111tDING IS III( k[SPONSIBII ITY OF TIIF BUI[DING DESIGNER . PrR l'4'0 LI Scale I A 6 1 1(, 1) 1 7 ' l ,') f 1 A 1: 1 1 1 I.5 b",(i !'HEPAHLI) EKOPi U)IIf, IIi1i4 It1PUi (I040S d L1 MEIN; 1 l'j',) S118tflIIEll BY TRI] ,, Iiik Iof) chord 4x2 SP {12 it But chord •lx2 SP J12 11 Webs -1x2 SP #3 Truss must be installed is shown with Cop chord till. SPEC [At I OADS (I UNBER DOR.FAC.-1 .33 / PL +TL DIIR.I AC.-1 .33) TC From 361 Ill at 0.13 to 361 PLF at 20.44 REFER TO DRAWING 657,27b OR 6'37,2156 OR I,1')3.183 FOR GABLE DLIAli _S.NOTE : CONNLCl" BOTTOM CHORD FOR 160 PI_F II1L11T ALONG Till CONIINOOOS SNPPORI. 101) CHORD 10 BL L.ATERAILY BRACED BY PLYWOOD PROPERLY ATTACHED 10 1011 CHORD -NOTE: 1RNSS i011 AND B01TOM CHORDS MAY 13E DR.IIL(0 THROUGH VERTICAILY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PCIRPOSES PROVIDING A 02 VERiICA1. WEB I0 BE PLACED AT I:ACII SIDE ofTHE DRII LF_D HOl E AND ATIACHED WITH (2) 16D NAILS EACH L.NII. X4 I X 4 (R) 2_`X`1 0-7-0 1,X4 (Ii) _= 2.5X4 2 X 4 III Detlectiun meets 1_/360 live and I_lz�lo local load. Provide for complete d1'a1IwIe oT root. 2.5X4 == 2.5X4 -- 2X4 III 2X4 III T 1-4-0 �8 0 0 -- — ----- —20-5 4 Over Cont. inuous Support.— — R.=359 111 F W-20 5 4 W-2. `iX4 Note: A11 Plates Are W1X4 Except. As Shown. P1 I TYP. Wave 11)1-95 Design Criteria: TP1(SII� _ Ver 5_O5 01Y:1 _Iiii il�l_F� _ _Scale 37`ill/Ft:. S£S AI OU THt EY iA EHE CARE ;N FABRICATION, HANDLING, SHIPPING. INSTALL IxG ANT) TC LI. 40-0 1) SF R.I { R0£31 L)�13t(l I,RAILNt, REFLH fv HIB vI (HANDLING INSWI LNG ANU bk ACING). Pdt.1Sr Lli BY TPT / RJSS PI AIE !NSIIiu(t. SB3 O UNUFR IO BN.. Si)ITE. 200, MADISUN. Nl E1719j, F7k SAFtTY I'A ACI LIES PRIOR 10 -- "--- - -- 11 1G,MING IHE L FHNC.II N;. HNLESS 01HE4 1 I1 E i"11iATEE1, TOP CHORL SHALT. HAVt PROFEALY AITACHED jSR P p:� i Cl I�fl.. 1 0 -0 PSI D A 1 t 121 2 6 / 0 2 51N II �_T11N AL PANELS. BOTTOM CHORD SHAt I. HAVE A PROPf NI.Y AI WHEO R1610 CEILING. '- --"" "-- -- - - LIFIC ' ^11 POR TANI " iHkN 15H A C.PY 0f IHIS DESIGN 13 1HE INS I A(. L. Ai 10N !JN IRAC IOR. AIFINi ENGIN£I.k Eli �Gr�• Aj�y ;; (, fJ l.. 5 . 0 PSI O RII ucLISKo)�1 ra 'bT,03t, PA OD Hti- INC ',IIAL I. NOT Bf kESPONSIHIE iDk ANY DEVIATION FkOM THIS DES GA, ANY FAII.Hk E. 10 ,k•• No 227 ,* NU! O HE Tku<_if5 IN COtirORNANC( AITH TGI'. ilN f Lip ICAIINO, HANDLING. SHiI-fiNG, 'Nsiks ING ANO r ,(l tl( 1._1 (1.t1 (H5t IIC I NG t1WC/MMA I AL P I NL 1 BR AC INo OF TRtI SStS 1H15 DESIGN CONFORMS NITII APPIICABLf PRUYISiANS OF NGS (NAI IUNAf DESIGN qEE /�IZ0 ) SPEC IF It A I ION PHBL.I SHi5 HY IHE LNEI, ICAN iORt 51 ANO PAPER A SCiCIAI Tit Nj AND TPI. ALPINE ------------ CON N EC 1f1H5 AA MADE OF TOGA A51N A6os GN40 GAIY. SIEEI LXCEPI AS NOTED. APPLT CONNECTORS I0 O• STATE OF .� I OT.1 0. S.,.D PSI SI ON 340/ / EACH FACE OF TkUSS. ANO UNLESS OiHERNISE LOCATED ON THIS OESIGN, POSITION CON Nf CIORS PEN "P�c•.�OR1aP•Ci ------ -- _ —.-. DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROTfSS10NAL ENGINEERING ssi ......... .....pIIR.FAC. 1 33 FROM RA ,Alpine 1-a1ginctxcd hoduas, hic. RE SI'ONSID[I. I IY Sot. t. t.Y IOR IHE. TNU$S CJMPONE NT DESIGN S110WN. THE SUi IAEo I. LTV AND IISE OF THIS HauiesCity, FC 33844 COMPONENT FOR ANY PARIICHLAR BRIEOING IS (HE RESPONSIBILITY Of THE BUILDING OESIGNLR. PER SPACING SEL A4C1VE 1RFF - IRY11081 Z05 F1.CertificatoofAuthotization9567 ANSI/TPI 1 1995 SECTION 2 (iTiii) Illk (.!IOkH 4x? S11 i�2 tl IsCil ('1101RU 4x2 Sf' l UCI1SC WEBS 4x SP #3 TRUSS MAST BE INSIALI ED AS SHOWN WITH TOP CHORD LIP. m 15" iYP- W4X6 W1X4 (R) A- 0-7-0 0-7-0 -A — WI X4 (R) T II[J Uy;i, .nEU lkilt.1 COI-WiI ER INHTI (EQA1)J & OIPIPIJj 1t1!3HITiEC1 CY lkliJ) MFf. ftEF[R TU lllls ail IOR AIMMONAI BRACING PLOUW1411141" 131t,4CIliG HAll_RIhI It) BE SUPIII LED " IRECIION (.ONIRAC IOR. DEFIECIION PiEEiS L/360.00 LIVE AND 1_/;40.00 701Al LOAD. 2./5 Ill IX4 III W I X 4 111 19 5-4 Over 2 Stipport.s Note: All Plates Are W2.5X4 Except, As Shown. PI-1 iYI'. Ili h str'Englh Wave IPi 95 E)esi_grl Criteria 1111(SiD) _ ---- — "-- — - it —WAHN1NI " TktISiES Nf OUIHE. EYIN EHE CAH f. ]N FAHNICATION HANOI.ING SHIPPING, iNSI AILING AND SPACLN„ RLi Ek (O NIH NI (HANOL(NG INSTALLING AN0 GNA'_!NGj, PU�Gp'SAFE TY Pk ACi ICES RR iORA IO I 1 IU lE 5t13 ll'liN0iRE0 Ilk.. 51111E 200. MAOISON, NI S17L1, PE0.f MING IHf.SI tUNCIl'1 uNIESS 01 NERWl" INOICAUO. IOP CHORD SNAI I. HAVE PU GPk.0.lY AI iACHfO $1 kHC 1UH AL FA, ;. 6G11 OM HOF.O SHAt, NAVE A PN Of ERIY A(IAc11To k1610 CE It.ING. " IFIT'EIHi AN I'- iIIRNI SN A C,PY Of 1i115 OESIGN TO 1NE INS(ALLAI ION CONTRACTOR AI.P ENE tIL Nk c NE.O PRODOC IS INC. SHALI. NOT BE NE.,PONSIHIE FOR ANY OEVIAIION FROM IHIS DESIGN; ANY FA1t Uk t. IO 61111.f iNUS�E IN CONFORMANCE k4 N iFl: ON. lA6k ICATING ;PNOIING, 5111PPING. INSTALLING AND ( /� I T h) 6k AC ING O. 1RL15SI S, THIS DE Si Gh INF OFMS KITH APPLIC48 E HCVI�tONS OF NOS (RAT YJNAI. OES[GN 1 Al.. (, 1 I,�_ ----I SPECIF1cA)l 1011 PLIHI.ISNTo BY IIIE AMfk I..AN RMQfWl ANO PAP(R ASI�JCIAi ION) ANII IPI. ALPINE .— — CGNNECTORS ARE MAKE 0 20GA ASIM A6ES Gk40 GAIV. S1EE1. EXCEPT AS h0IE0. APf LY CONNECTORS 10 EACU FACE ;F TRUSS. AND UNLESS Oi HE:kNt SE LOCATED ON IHIS Of SVGx, PJS[71pN :ONhECiJkS PER DRAWINGS 160 A 1 THE SE AI GN IIIiS DRAWING iT'DICAIES ACCFPIANCI GF PNOFESUIuNAi. ENGiNEEEIHG ii lElllle E.I1�Il1Ct:l CCl r�l�lCrlll:lSr11C. RESPONSIBIL. ITY SULLLV FJfi THE TNI15S COMf ORENT OEStGN 5HLIWN. THE SNITABTI.i TY ANfi USE Of THIS flat C1ty,F1, 33844 CGMPONENI FON ANY PAW!!CHEAR 6E1!E1ING IS THE NESPONSiOIE1TY of THE BLIll 0!NG O(S[GNEW. PEP. 1:1 Certificate of Authoi ization 9 567 ANSI/IPI 1 1995 SECTION 2. -- - 1- W4X4 - W06 (4 III 1-4-0 8 0-0 P 1062 W=4" 1)-Ob2_ QTr:I Htl /1/ /E/ / scale 3/5" E/ t• iC II 40.0 PSF R1I R081 59820 DER P F/ T(' DI_ 10.0 PSF 1)ATF 17/26/02 �P PjIFl�gl � BC DL `T .0 PSF DRW 1101Sk081 023E,0009 *' No. 22'* BC I -I_ 0.0 PSF IIC EN(i VB/AP E911 E •. STATE OF;'� 101 1_D. 55.0 PSF SE ON 1.1/) Ss7oNA..E� 1)UR . FAC . 1 .00 FROf1 RA SPACING 24.0" I49119 r'12 3 338:; - fl l!;G) TI!., Il,i,.; IfitPAREO ikI)M, C(IMP(1IER I N P I I I (10ADS & D1r.1,NSiuNY ) StIGMIIitU (1 iPIISS PIfR. i0P (:IIORI) 4 x 2 SP ,1Oo1 2.0E BOO (:I10RD 4x2 SP 2400E 2.OE WEBS 4x2 SP #3 SPECIA.I LOADS ---- (LUMBER OURJAC.=1.00 / PLATE DURJAC.=1.00) IC - from 100 Pi at 0.12 t0 100 Pt_f at 19.44 BC from 10 PI_f at 0.00 to 10 PIT- at. 19.44 TC 719 t8 Conc. Load at 11.69 IYP. —i VI4X8 - WIX4(R) W4XO A- 0-7 0 —F wI X4 (.q --7-11 14 21.940" RtTER TU 111B 91 FOR AUD1iIUNAL BRACING REOUIP.LiiENTS. BPA.Cit16 MAIERIAI 10 HE SUPPIIt_D BY tR.EC11011 CONTRACTOR. MAX JT VER.i DELL: IL: 0.46" OL: 0.16". 1RUSS MUST BE INSTALIH) AS SHOWN Willi TOP CHORD UP. -7 W-_W3X4 --- W3X6 - W3X6 -- W2X4 III W3X8 == WHO - W4X6 W4X8 -: OWN "TAM Im W3X6 m R-T350 W-6" W- EIS2510 1.9 5-4 Over, 2 Suppor•i- PIT MI. High Strenyth,Wave TPi-95 Design Cr)t,eria_ IPI(SiD) NAFNING*^ TRUSSES Rf OUIRE EXTkEML CARE IN FABRICATION NAND[. ING, SHIPPING. INSTAILING AND IR AC II, REFEN TO IIIB-91 IIIANDtING EN51ALL 1NG ANU DNA IN"j. Pllht lsl{LU HY fPl (TRll .,, PlalE i N.,T1TUiE. 583 D :NOFN IG OR., S111 iC HOC. MAGI SGN. W1 .:37; Sj, fOR SaFETr FH ACI ICES PRIOP. 10 PEN' MING IHE SE CIINCI TONS, LINL[$S GIHENWTSE tNOICAIED. TOP CIIORO SHALL 11A YE PRvF[RLY ATTAC0 0 STRUCIURAL PANG s. BOTTOM CPG)% SHALL HAVE A FROPERLY AI IACHED RIGID CFILING. " IHPOR TAN •• �UNx ISH A COPY OF Tills DESIGN 10 111E TN�JA1LAf ION CONTRACTOR. ALVINL LNGINL LNEO IH N ANY FAI LITRE 10 PNOO U�IS. INC. SIIALC NOI HL NE SPONSIBLE FOR ANY UEVTAiION FROM IS CCS(G . 'li 1�' H N� HrF H" Nei Aft NG AND ts,ILU THE IP J_�ES IN C0001iC GRMANCE WITH iF t 0. PABN ICAI(N,. ANOLI .,. S I I �, i i tA)l-I DR ACING OF EkIISSES (Ills DESIGN CONFORMS WITH AP FLICADLE PROVISIONS OF NOS (NAf I0NA1 OCAGN —SPEC If ICATl ON PAGE IS1/L0 NY THE AMCN ICAN FORESTAND PAPE0. AS SGLIAi ION) ANO fVlALPTNC CONNLCIGkS ARL MADE OF (06k ASIM W,3 GR40 GAIN, STEEL, T.XCEPI AS NOTED, APFLf CONNEC i ORS 10 EACH FACE OF TRUSS. AND NNELSS OIIiCRNISE I.00AIED ON THIS DESIGN, POSITION CONNECTORS PTA DRAWINGS 160 A I THE SEAL ON 11115 DRAWING 1NOICAIES ACCEPTANCE OF PROFESSIONAI ENGINEERING :Alpine 1'.nglnceled h iodticis, 111C. RESPONSI6I/11Y SLt1Y FGk THE TRUSS COMPONENT DESIGN SHOWN, IRE SUI IA8111 IT ANO USC OF )HIS flaines City, F1_ 33844 COMPONENT FOR ANY PART JUT All BillOINC IS THE RESPONSIBILITY OF Ili( BUILDING DESIGNER, PER FI.(LRificateotAuthofll E1111) f 5o7 I ANSUTPi 1 1955 SECTION 2. W- 1,13X6 HIM jeRPRU 51��,'C1FICgl�✓Z No. 22&32 E8 7 20 :<u O•, STATE OF .2 �LrS/pNALO��\ W3X6 III R-°1495 W=4" 1-4-0 A- 0 1 v : 1 _� !' I_11_-__. _-- --� TC I_I 40-0 PSF IC PI 10.0 PSF BC I'll 5.0 PSf B t' , 11 0.0 PSi 101.I D. 55.0 PSI- -------- ..... DIIR,FAC 1.00 SPACING SEE ABOVE + - 8 0 0 pe Scale °-.375" 11 RE_I- R081 59821 DATE 12/26/02 DRW iit usa0el 02360013 NC ENG VI3/AP __ __. SEON 1582 FROM RA nx` , .^p^nzu mxw coop,un m,v/ oo^os a u/°muo:* amwnrs wv/7y nz azzvA Iu> oI, cxoxu mz sp 2400t u oc m| cooxn Ix/ sr 24001 c ur mHS 4x2 Sp #s . . �PE(,|Ai LOADS (Ixw8[n uux |Az.-\-uo / pIAu uox rAz -/-oo) I [roITT too n| at unu to No pn a/ }l-se |c |mITT /57 PL/ a/ )| 5u to 25/ Pu a/ )Y 3| i[ From N PU a, 'o 12 m lV P|| a| /y s) 6^ TyP W4X8"= NlX4(K) _L 0 /-O NlX4(K) W4X8� W2x4 m x-u9/ w-o' --------9 3 0---------- W4X� W4X6 ~� N4X0N4X4 num m x/xm mn munInumx/ yx^zixa xmum/txn|s onxc/wu uc u/rn\co o/ munon cumRAC mx ' MAX Q mKT 0U/: u : 0.44" 0|: n.u^ ' TnoSs *oo BE msTAnm As sxoxw wUo Tup moxu ur W-W3X6� WlX4 N H3X4N2X4"° N2�t4---- W06=— H3X4�� wu�xo� Nl. b X 4 N W-U5?13l4 � 19 b4 Over 2 5upporis 19 Oh2 Haines City, FI, 33844 COMPONENT FOR ANY Pi1,RIICqTAk 8(110� G IS THE ISPONS BIL ly I 11 80 DING 0 LSI GN R. IN H�)X8= W2X4 N N5X8 —= / n-m4co~4^ F (49119 P72 3.338A II?A) IifI5 I_r'ARIi, fk0H 10f-1J'II1 E12 INPUT (1 OAOS & (IIPIFNSI(111,,) �'U13HITIffI t'Y Ik1iJ5 HfR. Top chord 4x2 SP #2 11 R.eIeI- to 111U-91 Tor additional bracing requirenterit.S. ISracinq 11wIeria1 (.ri 11ot chord 4x2 S1, #2 11 :ti2 4 x 2 S11 �'I Dense: be Supplied by erection cont racl'or. Webs 4x2 SP #3 DO I cction meets 1/360 live and 1./Z40 total load. Truss must be installed aS shown wil.h top chord u(i. 6 h --- -- -_) 3 0 ---�- a}� / -10 - h -jX6 0-7-0 lyp b1=2.5X4 IX4((t) = 3X4= 1X4111 3X4= 4X6= 4X6= 3X4= 1X4(k) 41-IIS2510 2 X 4 III a c. IX41II 3X4-= 4XEi= I I 2X4 III T 1-4-0 a --- 18 - 5- 4 Over 2 Support s R-1008 W=G" ILA 007 w>3.s" Note: All Plates Are V12.5X4 Except As Shown. P1I TYP_11i0h_St.r(InEI:h,Wave 1PL995 _Desiyn_Crticr_ia fPPI(S"iI)�_ver•_ I Ohl --—(1i1—:1_111/_//1/Z[ � Scale 3/5"IFt ---- a"WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION HANDLING. SHIPPING, INSTALLING AND lE; Et. 40,0 PSI REE RO81 59t323 6k AC ING. ktf EN IO fI IH 91 (11 AN(IE rNG IN5IALIING AHU Hk ACINGI. PIIOI1 I'LG OV 1,P (IUUSS HEAiE INSTITUTE. 56t U'GNiiFRlO IiR.. Stl(tE 20U. MAGISi7N, Ni 53719). FUR AFtlr FN/.0 ICES FIT IOR TO ?C (1l. 1.0.0 PSI "- — DAiF -""— 11/26/(12 VERPORM(NG THESE f(INfIlON> UNLESS OIHERNISk: INDICAIEO, IOF C1100.0 Sllall. NAVE VH(7PERlY ATTACHED �ERP.R �ti S IRUCIIIR AI. PANELS. BUI IGM �. NGRG SHalt HAYS A PROPERLY AIiACI:E0 RIGIt7 CEll ING. `�".�jFjC• - 1MFOHTANI`• ff1RN1'SH A COPY Or IHIS DESIGN TO THE INSlkl(AIION 11014TRACIGR. Al FINE INGiNLikED PHUD IBIS. INC. :;BAIT N01 6E kE SPONS16tt F 0 kANY DEVIATION FROM THIS DESIGN: ANY fAII UkE 1G N0. 22 B(-• 01- 5.0 PSI 0k1�1 Nt:LISkOtsl OL360U•ty /51 I� 7 AIL 8O111, THE iRUS',FS Ix NONF C,V nANCE NiIH TP1: Uk fA6R JCATING. HA Nil O(ING. SHIPV ING. iN51A(t TNO ANG HNAC ING OE IkU ITS1. THIS OE SIGN CGNf OAH; NI IH AP I. ICAL+LE PROW SIGNS Ok NUS (NATIONAk. DESIGN ,�.� �7F -pF ES /(r 20� F)(, 1-1 (1 () {)S{ 11 (. I tl (] 'l l'1 (. /i'l l"iA __ 1 - n l_ i 1 !V L_ ". SPEC IF ICA711iN Vn6t 1SNE0 BY THE AMERICAN FOREST AND PAPER. ASSOCIATION) ANI7 IVT. At PTNE It $TEFL. NOTED. CONNECiOHS iii 9• l/C� 000""" STATE OFI(71 -"-"-- D. 55 --" 0 PSF - "- SEON - 2,408 / - -- 20i;A ASTM A653 GROG GA EXCEPT AS APPCII CCIkNECiGRS A.RE MA DE EACH LACE OF TRUSS, ANTI Till 55 OIIIERWISE LOCATED ON IIk15 DESIGN POSIiIUN CONHf.CIORS PER ,• F'•iOR10P'(9 .1 _..---._--.--_ _-_.___ ..--._ _ "_. _ _.... ".._____-.... CRAWINGS 160 A 2. THE SEAL 1N THIS ORA.WING INDICAIE:S ACCEPTANCE 1F PROFESSIONAL ENGINFEAING SS70NAl.Et� 011tt F AC 1.. OE) { R011 k11G 3ipinel'1Xg71TCC(CC11C01lICEJ,117. RESPON51611IIY SOtEII fOk THE INt155 COMPONENT DESIGN SHONN HE SUITAHII!TY AND LSE OF 1Ni5 . . Haines City, FL 33844 COMPONENT FCR ANY PAkiICIIIAR SPILOING IS THE RESPONS IH IIITY OF INE O11ILDI G OFSIGNER. PER SPAC ING 24.0" 11REE IRYU081 ZM NLCartiilcateofAutilorizeuon#567I ANSATFI i 1995 SECnON 2 IP)1/9 1'1/ M8.A I I10) IRIS D14G PREPARff) FROM [:OPU'UTE.k INPUi (IOADJ & 01MtNSIIJNS) SIBM IIIFO hY IkUSS Mlk. 10P CIIORO 4x2 SP #2 11 h(II CIII]VO dx/. SP #I I1t lI5e 11E8S 4x2 SF R3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CIIORO IIF'd. 1b" Iyp. 4J3X6 WIX4(R) --a- - i, 0-7 0 W1X4(R) 9 0 RLEER 10 IIIB 91 FOR AIMMONAL BRACING IMMIRPlENTS. BRACING 1.1ATf11,1AI. 10 BE SUPPI iED [I'( H1,EC110N CONIRACTOR. DILLECIiON MEETS 1./360.00 LIVE ANO,L/240.(L(1 TOTAL LOAD. NO CONCENTRATED LOAD IS TO BE SIJ1`PORI11) BY C.ANTII_EVI`.R. 1.6./5" 16_I 1 1 8 — --->}- --- -- --� 0 O - �i W1X4 III W I X 4 Ill W3X,4 - WQX8 - W 2 X 4 III W- W2. 5X4 W2X4 III W 1 X 4 III W1X4 III W3X4 WIX4(Rj = i F 0-7-0 1-4-0 WIX4(R) = w 1 n,l III 1 3-6-0— � 9 4-0 ' ----- —18 3 4 (Ivor 2 Supports----- — i R=801 IJ=6" R-°1211 W 3" Not At Plates Are W2.5X4 Except, As Shown. PI T IYP. Wave TP1 95 Desi(n Cr•i1..eria: 1PI (S1D 19.W ,?TY:3 i!i! 1 ! Scale WARNING"" TRIISSES REO(oki, EXTREME CARE IN FABRICATION. HANDLING SHIPPING. INSTALLING AND TC l..I. QO.O PSE R.I. E R081 t - J9824 I;RAi I.G. REFEk 10 1116 91 (IIAH0IC. ING INSTALLING AND LHAiNG), PUPIISHCU BY li'l (TRUSS Pi Alt INSIl1U1E, 0, MAD ISON, WI :3119), 1'ON SAFETY PR ACI ILLS PRIOR i0 58J G'ON0FR 10 OR _ SO 20 P.F .. i(., OL C 10.0 PSE -I DAlI ) i! - /�6 /�12 Pf RF ONH1 Nt, IHESc Ft, ION) HNI. ESS 01 BLOW[SL INO I CAfED TOP CHOHD SNAIL IIAVC PROPERLY ATTACHED •dell StRUCt OR At FANf t. S. BO1l0Y 1HbRO SNAI.i HAYS. A PRGPERI.Y AT TArr.EO RIG[D CEILING. q%Y MPOk IANI— FURNISH A COPY OF THIS 0CSlON TO THE INS IALLATION CONTRACTOR. AI.PINL f.NGiNF.ERtl) "y" 13 �, i}L. J • tJ IA SF DIt bJ HCII:IROESI Q1.160012 PR OUOC i S. INC SHALL NON Bf Rf SPON, IfitE FOP. ANY OE:V!AI ION FROM ILIS UE SIGN, ANY FAIT URI. 10 BUILD THE IRUSSCS IN CONE ORMAN CE WI1H TPI: OR FABRICATING. HANOIING, SNIPPING. INSIAIL ING AND PROV;SIONS Of NOS OESIGN N0, 227 },[1 BC I.1 01 0 p1)F HC ENG VB AP � (AU BRACINI, OF IRUSSEi. THIS 11116N IONFLIRMS WITH APPI.TCABLE (NATTONAL �+FEB /�('1011t. SPf Clf ICATION POBL ISIIEO DY iIt AMfH (CAN FORt Si Ax0 PAPER ASSOC IAf 1ONj ANO IGt AiP iNJ(�CO ARE MADE OF 20GA ASIM A65J GN 40 GALY. SiEEI., t%CCPI A$ NUlEO. dPFIY CONNEC ION$ IO 0,�, STATE OF { I (1 ; 111 `.)t) 0 PSI SE (1 P1 15£IS EACH FACE IiF TRUSS. AND UNLESS OIHFkWIS( LOCATED ON THIS OE SIGH. POSII(ON 'ON HECTORS GER FSi:�Ofllp�%•C� _ __ ____ .....—.._ .._.... _— _..— _.._.. ORANIIEGS 160 A i. iNE SE At GN 1111S OR WING INDICATES ACCEPTANCE OF PROFESSfONAI ENGiNEENING s�oNa E� DUR.f AC. 1 FROM PA illpine Engineered Products, Inc. RESPONSIOIL[TY SOLELY FOR lilt IRIISS ClIMPGNENT DESIGN SHOWN III( SUITABILITY ANO USE OF THIS .00 Fiaulcs0ty,F1, 33844 COMPONENT FOR ANY PART ICOLAR 601LDING IS THE NESPONSISILiIT OE THE 6U11DING DESIGNER, PER SPACING SFE ABOVE FI CCltflfate, of Atitlaw intuln 4 S67 1 ANSI)TPI 1 1995 SECTIGN 2. IHI"1 046 Ilk EPAKEO tR,Ott C(IriV1li'fR 1NFU1 (IOAOS & D1PIENSIUriS) S(IBMIIif9 f'Y iktI MFR top chord 4x2 SP iz N (iol Chord -1x2 S1' 4, it Webs 4X2 SP #3 Provide for complete drainage of roof. ' REFER 10 DRAWING 657,275 OR 651,215B OR 1,1!)3,183 FOR GABLE DET,AILS.NOH : CONNI-0 BOTTOM CHORD FOR 500 PI_F UPI IF ALONG THE CONTINUOUS SUPPORi. TOP CHORD TO BE 1_ATI-RAILY BRACED BY PLYWOOD PROPERLY AtfACHED TO -1OF, CHOR.D.NOT[: TRUSS TOP AND BOTTOM CHORDS MAY BL I1R11_LED 1HROOGH VERTICALLY FOR UP IO 1" DIAMCIIR IIOIFS FOR ANCHORING PURPOSES PROVIDING A 4X,2 VFRTICAI WED TO BL PLACED A.f EACH SIDE OF THE FIRIL1_E0 HOLE AND A]FACIIED WITH (2) 160 NAILS EACH END. -..L 0-7-0 ?Xfi 1X4(k) 3X4III Refer to III Ii-91 for Id(1tt.ioIIaI bracing re(III ir(rmeIIts. Br,Tcing material to I,e sul:lpHte(I by elet, tIuII contractor. D()il(2CLion meets 1 /360 l ive and I /L-10 LOL0,1 load. truss (Dust be Installed as shown with t.op chord up. SPECIAL LOADS (lllhiBER DUR.FA.C.=1.33 / PLATE P1IR..FAC.=-1.:33) TC From 963 PL.F at 0.13 to 963 PI I- at: I 5 . 2 / 3X4 111 3X6= 1 X4 (I) 4X4= 1 .5X4 III 1 .5X4 III 1X4 III i .5X4 III 1.5X4 III 1 .5X4 III L.iX4 III 4X4 L ' _.._-.------------._.—.._ ---- --_ 1;. 3 4 Over C o n t: l rn l o u s R °956 PH- W--IS 3-4 Note: All Plates Are W2.5X4 Except As Shown. PI I Mi. Wave iPi 95 Desi(1n Criteria: iPI.(STD) Ver: 5.05 _—OTY_i-111J 1-H-ILL_ _Scale _ 3/S Lt. "•WARNING"+ IkU SE5 NIAU?RC EXTREME CARE IN FABRICATION, HANIIL INC SHIPPING. INSTAIIING AND T T(• ( 1. 40.0 PSF RI F R.0t31 59825 JHIACIN REFER itl �1H •1 (1,ANI)IINO iNSIA.(. INi ANH bPA ING). P it Niu tf VI jIR)S'i PI.AIf _ 1N511111 C. 58"1 D'UNOFH IO (IR.. SURE 200. MADiSON, NI 51719I. fUR SAFE Y TF ACIICES PRIOR TO CHORD HAVE 'ROPiR(Y ATTACHED I i C i)I 1.0.0 PSI __ _ - - OAI E 12120 02 FERF ORM?N3 TH(SE 1(INC1?2NS UNLESS CIP.ERNISE. INDICATEU 17F' ALE. 'i TR IfC IURAt PANT LS. NOTION CHORD 5 AEI. HAVE A i'NOPENLY AIIACIIAG kit,f(l CE 11. ?N�. �Ep pF •,S1Fi`�•". �,�A - - — - - '•IMPORIAR T'* FUPNTSII A COPY OF IBIS DESIGN TO THE ENSI A(. l.Al ION "OgiRA;: iJR :.LFINE (NI;INLE RLU ``QY V;•(LQ` '9r YN 8C DI. 5i t)St 0 R W FICIISIT 081 0236e038 PN OO u1 IS. INC Sll al. i. N01 dE kI SPU N>IbIE FOR AN'r GEV IAI ION FGOM IRIS GESIIti ANY r I(JEE IC BUItO 111E TRUSSES IN CON OR WITH FRI. OR EAbRICAIIN6, HANLE G `;HIPPING. INST lllNG ANO *� U �, 7 I ❑❑ 0.0 PSF I( — IIC E N G GRACING Of TRUSSES IS C,E SIGN CONFGRMS W!Ili APPLICABLE PROV I5ION5 iF Nlli CNATIJNA( DE: EGN E8 2DU(, LIWC,/MMA iAP�lAl SPFCli-ICA.T ION P06(.IS.. 8Y 'TIE AMARICAN 10RES1AHGPAPER AS SOC IAI IONj ANIi TPI. AIPINE MADE OF 2006 ON40 GAL V. STEEL, L6CEPT AS NOT ED APPLY CONNECIORS (0 , �� $T� OF %'`f I i01 D. b5.0 11�F �I t�N - 3412 (ONNLFAOESiiFRTR WISE tUGll Eli Ox iH1S DESIGN, POSITION i.ONNECTORS PEk EAST01 HER3 �F`'•'20fltOP s �'----•-• .I --- Alpine f3naineciedhoduc(s,Inc. flaines(,ily,F1. 33844 Fl, certificate of Authorization 9567 DRAWINGS 160 A Z. 111E SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROEESSiONAI. ENGINEERING RESPONSIHiIIIV 50(ELY FCIA THE TRUS5 COMPONENT DESIGN SHOWN THE SUITAHIL11) A40 UiE OF IH15 COMPONENT FGR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE B(ILDING DESIGNER. PER 1 ANSI7IFI 1 1995 SECIION 2. C� `S7pNALE DIIR.I AC. l .33 SPACING SI E ABOVE FROM RDG IIREF IRY(1081 LO5 11 i:tI I(i P/7 tit>AA I I" i (HIS Uwli PRLPAt'EI) IROM cOmpIIIf, R INIP IfI (LOAbS K 1;1Ni i)IuN ) S11!!MIIItO B'i IRU)S MITI R. Top chord 4x2 SP #Z N l of Choi d dx2 SP #2 N w tis 4xz SP ill Provide for complete. drainage. of roof. RE.IER TO DRAWING 6!/,2/5 OR 65/,215B OR. I,153,183 FOR GABLE I)FIAII S.NOTE: CONNUIT HOTTOM CHORD FOR 110 PIJ IIPI IF] ALONG THE CONTINUOUS SUPPORT. ToP CHORD TO BE IAli RALLY BRACED BY PI'IW00i) PROPERLY ATTACHED TO TOP CI10R0-N0"LE: 1RIISS TOP AND BOTTOM CHORDS MAY {3L OR111_ED THROtr(di VERT[CAI_I_Y FOR UP TO 1" 1)1AME, TER HOLES FOR ANCHORING PURPOSES PROVIDING A 4 X 2 VERTICAL WEB TO BE PLACED AT EACH S[DE OF THE OR11LED HOLE AND AlIACIIED W1111 (2) 160 NAILS EACH IND. RE:ter to 111ET-)I Tor additional bracing requirements. Bracing material to be supplied by et'el.:t.ion cont, r•actof. Deflection meets b_/360 live anf[ I_/240 Iola: load - Truss must he installed as shown with top chord up. SPECIAL LOADS (IJIMB[R DIIR.FAC.z-1.:33 / PLATE DUR PAC.-1.33) TC From 361 PI at 0.13 to 361 PI.1 a1, 14.73 `I 3 1 X4 (R) 2X4 III 2. X4 1-4-0 0 7-0 —�— - -- -- — --- — —_9 4 - o 1X4(R) _ ?X4III 2.5X4 °= LX4 III -----14 -8 12 Over, Continuous Support -- R-3S8 PI_I W--14 8- 12 Note: All Plates Are WI X4 Except As Shown. PH TYP. Wave TPi 95 Design Criteria_ TPi (S1�— Ver: 5.05 Q?'f:l IIIL LI E _ Scale •`WARNING"` IITUS5ES REOil IRE I I A I ME CANE IN FABRICATION, HANDLING SHIPPING, INSTAItING AND DR AC (NV kEf kN {U 1i1B-91 (HANDIiMG EN;.1AtLING ANO HWA.CING), P ti+1SHEG Ili PI (i Rll�s PLATE TC L. [. 40.0 PSI RF:I RO81 59826 INSTIll11E. 5b3 D'ON(iFR 10 IT 5O1lE 200, MA.D ISVN, NI 5:1719). FOR SAFETY fkA-ACES PR TOR, 10 PERT ORMi NG )HESk FUNCT )ON UNLES50�RE.RWI SF IUD iCAifD i0V CNGkD SHA1 I. NAVC Pk�rcakY ailAtH;.G P. I+.� f11. T(l.D P51 hAIE 11/25/01 ., S IRUC TURAL FANEIS, HOITOM CHORD SHALL NAVE A PROPERTY ATTACHED RIGID CEIi ING _`•.DER F� `Y" •jIFIC� � •'IMPOREANI •• TURN ISH A COPY Of THIS ULSIGN 10 THE INSIAI i. ATION CON IR A.; ION. ALVINI t:NGINk LFEO FOR 6EIT I AT ION FFUM iN15 DESIGN, ANY PAIL ORE 10 V;U(LQ` qj`"Y BC 01 �) .O PSI DRl1 if U)ROd1 01360037 \E— PNOOd�l.'NA, 1. NOT dE RCS,ONSIEt f: ANY bU 11.0 TNT TRUSSES IN CONIDRMANCE WITH IVE; ON FADA ICAT inG, NANOI TNG 5111FP ING. INST AT ING AND Ti{I<_ WITH APPI IL ABLE VROVISIONS Of NGS A!. OE SIGN *. ND ,* C �,[� 't' 7 I3 (• 1 I D.D PSI —._.._ NC ENG 11WC/I.1MA 1. f 1 BRACING OF IRIISSES. DESIGN CONFORMS (NA"".1 FAPE0. iIix) ax0 TPI aI FINECONNEIIOR:, LB / (I ZYFL+CCA 9� (�C/ 77]fdSPEC IF ICAI I+�N VURL1SNtD by IBC AMEk ICAx FONT SI AND aSSOCIAI ARE MAC( OF 20GA ASTM AES3 GRAD GAIN. STE(L, EXCEPT AS NOTED. APVIY CONNECTORS TO O• STATE OF .� 1l)I .I D. .)5.0 PSI SE(IN 33t3� EACH FACE OF TRUSS. AND UNLESS 01NERNiSE LOCAIED ON THIS DESTGN. POSITION IOHNECILIRS PE0. OR10 DRAWINGS 160 A I THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PMESSIONAI. ENGINEERING �NA�,: S%" --'E� II R FAC• 1 D A 3.3 FROM S..11 Alpine I -rigs ecrea Products, file. RESPONSTBIL.IEY 501it', FOR TIIE tR{1SS COMPONENT DESIGN SHOWN. THE SUITAb ILTTY ANO USE OF THIS 1{amesClly,F{, 33844 COMPONENT TOO ANY PARiICIILAR 130HOING 15 THE RESPONSIBILITY Of THE BE111DING DESIGNER, PER SPACING SE I ABOVE JRI F 1RY11081 1(15 FLC'.a(UflliilG br Al11tT9fiZffLlon ii �0/ ANSIJIPI 1 1995 SECTION 2. (4')179 P77 3338A - i'1I/I iIII ,, OidG PREPAktl1 1-k0PI COMPHifR INPHI (IOA.OS & MITE.NSIONS) 31II8P1i11E0 fi'Y IRIISS rifR_ iop chord 4x2 S1' 2 tl liar chord -I2 S1' jj2 11 IieGs 4x2 SF' g3 OLElection meets L/360 live and 1_1240 t.otal'load. ----- 6 9 0 ] 5" iy1) 3X6 = 1 X4 (R) __I< 0-7-0 1X4 (R) 2X4 III R=809 W 6" 16.25" 1 X 4 III 1 X 4 III 14-8-12 Over, 2 Support. I 2x6 #'. IiL.M -Lllt or better coal.inuous stroIIgback. At, (acII to each truss where shown with 3 IOd nails. St.rongback material to be supplied by erec:It, Iorl contractor. buss must be installed as shown with top chord up. Note: All Plates Ar,e W2.5X4 Except As Shown. P1 i TYP. Wave TPI 95 Design Criteria: TPI(STf))__ Ver ••NARNIN(i'" TRUSSES GEOOIkE E%IREME CARE IN FAHN ICAT ION, HANDLING, SHIPPING. INSTALLING AND HR aC iNt, RI, 10 I,IH 9I (HANOL INS INSTALL LNG ANO NHAI:INi;). VUtf1 ISM FU Hr fPl (TRUSS PLATE )NSi IiIIIE. 5e3s D'ONGFR IJ D0... SUI iE 2Do' MaOI SON. W1 3719). FGR SAPETr PR ACIICCS PRIOR IC A V. Y ATTACHED R 0 Al T TOP CHORD SIIALI. 11 Vf Pk0 LRl -Rf Y iN FlINC 11 ON UNLESS OiIIE WISL IN IC k(. NE IRMING ES! STRGC I,i RAL PANEL-. HOT TO CHONO 'HA I HAVE A PROPERLY ATIACHEO RIGID CEILING. I MHOR I AN I" IIlk NI SH A COPY OF IHis DESIGN TO IN( INSIAI.LAIION CONTRACTOR. ALPINt. kNGINEERECi Pk OITICIS. INC. SHAL. I. NOI DE kf SFONSI6IL FOk ANY OEV IATIGN FROM THIS GLSIGN; A.NY FAILURE N10 BUILD THE IN II$SLS IN CONE ORHANC E WITH IP1: ON fAHRICAT LNG. HANG I. LNG, SHIPPING, INST At i.I NC AN0) --- - N NAi GNA S GN •'N N( RMS" W TH APP. CAHL PROM IONI OF US 1 L DE I jj � Nk ACING OF iRUS>C S. THIS DFS,O t.0 0 S ( l( E C _ A (- 1 �� E - � SPECIFICATION PIIkIISHED I, CITE AMENICA.N FORkST AND PAPER ASSCC UiION) ANO TITS ALPINE -- CONNECTORS ARE MAOE OF 20Ga ASIM A663 Gk40 GALY. SiEE1., f:%CEPi AS NOTED, APPLY CONNECTORS TO EA it FACE OF Tk USS. AN Ohi,L SS OIII(RW ISE LCCAT EU CN THIS DESIGN. OS ION CONNECTOPS PER OR ANINGS 160 A i. THE SEAL ON THIS ORA.NING INUtCAiES ACCEPTANCE OF PROFESS[GNAI ENGINEERING JAlpincEngincciadhoducts,file. RESPONSI8Ff11V FOR IHL TRUSS COMPONENT DESIGN SHOWN. n+c SUILAHuITY ANG OSE OF THIS llaincs C1ty,Fl, 33844 COMPONENT FOR ANY PARIICUTAR HULLOING IS THE RESPONSIBILITY OF THE 9UIIOING DESIGNER, PER FI_Certificateof AUthonaitwn4)07 ANSI/TPL I 199S SECTION 2. 3X6 _ T 1-4-0 J_ _ 9-4-0 2X4 III R° 798 W--2" 5.Ob QIY_-3—tIIL-i�-1fL_L scale _==;� 1Ft. _— -- — '-- 1c 11 40.0 PSF REr Roar C 9£i27 SR P iC Dl. 10.0 PSI DAiE 1212.6102 y�P�PjlFrcq titi EC Dl !i .0 PSF 1)RW ITCIISltofit 0 360018 U� No. — _ ' pit *' ' B tl 0.0 PSi IIC [NG 11WC/MMA E8 20 — - — o`. STATE OF :'� tO i . I D 55.0 PSI- SI QN 3388 L _.. - SSONn°E`'�\ PUR.FAC. 1.00 FROM W11 SPACING 24.0" REF IRY11081 ZO.) (IL)I/9 P/2 33a8: III/) It( IS IIPli, IREVAk11) (kOM (:0MI,UTEk iTIP III (Loi I)S & 0IKM',IONS) SUBt9TfItli It Tk1IS; t1fR. Io1) E11(.lt(I -I2 SP #2 i'T Illit r hiird 4::' SP j,4 2 FI Webs 40 SP j113 11,(Iss ITT (I�'t. be. ills t:aIIed .is shown with top :.lord tip. 0-7-0 T_ 3 X 6 1X4(R) Reft�r fo IIIB 91 for additional bracing requir(°ments. [iracimg Hlatellal to be supplied by ereliun clTnLractor. DL_TlecIioIi meets L/360 live and 1/',',10 t.ot.-j1 load. 6 0-- 1X4 (R) 2.5X4 = 2.5X4 = 2.5X4 = :.3X6= 3X4= 2.5X4 = 1X4III 2.5X4 1 X4 (R) 2X4 III 1 X4 III 2X4 IiI 1X4 (R) ---11 - 10-8 Over 2 Suppor t.s------- R=641 W-=b" Rr 041 ''W-6" --L 0-7 1-4-0 —F —L PI 1YP Wage I111 95 Design Criteria: 1111(STD) Vet, 5.0IS —WARNINfi"" MUSSES PCQUIRF EXIRLME CANE IN FAORICAIION, HANDLING. SHIPPING. INSTALLING AND DR Al.f11G RLF tk IO Hir. 47 HA N0I. ING Ih'SIAILING ANO I7RACING11. PUNT IS�ED HY FPT ri"SS VI ATE INS117U11. :03 D'ii t10FkiD GR_, ST+i IE 2D0. nA01SON. NI 53719). FOk SAFETY PRACTICES PRIOR 10 FENf UkM1NG THE Si FUNGI N ONIES 0 HER I11 END ICATCD. FOP CHOR SHAI. I. PA E PR OF ERLY ATTACHED ISR P R SiR1 CITIk AL PANfIS, 901 TC3 CHORD SHALL HAVE A Fk GPEkI'V ATTACHED RIGID CEILING. "^IMf UI<I ANT`" FIIkN[SH h ,i)PY OF FNIS DESIGN TO iHF INSTAtI Af tON tONIkAC/�,+ AT PINT ENGINEf Rtll �. �PStFfcq �1/ f.kol �C1 S. INC SHALL. NJT nE kESPONS H.E FOR ANY OFVIAIIGN fpum IIIIS DESIGN: AN'i tAILOki lli BIT it THE ikUSSFS IN COW ORMANCL. WE I P I ; OR. FABAICAT ING. HAN LING. SHIPPING, INSTAL t.ING AND ; ALPINE II ffJ j fn.II ORA_TNG OF Ik ITSSES. THIS DESIGN ;i,NFGRMs NIIH APPI.ICAOLE GROVI-f ONS OF NOS (NATIONAL OCSIGN /j!_ t I INi E SPECIFICAI ION POOL ISHEO BY THE AMER ICAN FORCS( AND PAP EN ASSOC?AIIuN) ANU TP I. ALP[HE pgr,EB 2U ----- CONNECTORS ARE MA0 OF 20CA ASIM A.G53 GR40 GAT V. STEEL EXCEPI AS NOTED. APPLY CONNECTORS TO 0% STATE OF J EA(H FACE: OF Ik055. AN ONLtSS OIIIERNISE tOCAiFO ON iHtS CESIL' POS(IION CONNECTORS PER '°F•,�oRiQP,:� ORANINGS 160 A 2 Itit SEAT ON INiS ORANING iNIIICAIES ACCEPTANCE OF PkOFFSUOW FNGINTIRING S'Sj••---"'�C� 1lpinc Engineered Produce, Inc, RESPoesn+lLTTY saLELY FOR THE ?Russ coMP011EN7 DESIGN sueuR THE so AelttFY .ND +sE of tHls �NAI Ifill ties City,fl, 33844 COMPONENT FOk ANY PAR IICHI AR flHILDING iS THE RESPONSIHILIi'! Ot iBE BUILDING DESIGNER. PER FL Ceniflcate of Authorization R 567 ANSI/TPI I-199S SECTION 2, J T Y: 2_ H ' _1_1 L.L F I l .— �" 11 40.0 PSF IC 01_ 10.0 PSF 11C 01 S.0 PSF BC I 0.0 PSI` T0T.I D. 55.0 i'SF DIIP.FA.C. 1.00 le 375"/f1, (45179 P72 3)38A FI18) iIIIJ 1)W6 1)kE1)AkfD f R U M CUllI'IJIER IIT PIT 1 )I0A0 & 0 1 h f N 1,10NI j B M I II10 hY TI;IIJJ 11fIt. iop Chord 4x2 SP #z N Bot chm(I 4x2 SP #2 N WeliS 4X2 Sp #3 SPF.CIAI_ LOADS --- -(LIIMfiFR DUR.FAC.=1.00 / PLATE HIIR.FAC.=1.00) TC From 210 PI at 0.12 to 210 PIF at 7.00 iC - From 700 PIF at. 1.00 to 700 PI at 11.75 BC From 10 PLF it 0.00 to 10 PIF at 11.88 IC 2400 LB Conc. Load at 1.00 RfFIP. TO DRAWING 657,275 OR 6'.)7,275H OR I,153,783 FOR (:,ABLE ULI A.ILS.NOIL: CONNECT BOTTOM CHORD FOR 300 PLF UPI, IFT ALONG flit CONTINUOUS SUPPORT. TOP CHORD TO BE LAILRAIIY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD. NOTE: TRuss TOP AND B011OM CHORDS MAY HE DRILLED THROUGH VERTICA.t_LY FOR TIP TO 1" DIAMETER. HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERiICAI_ WEB TO BE PLACID AT LACH SIDt OF THE DRIItF0 HOLE AND ATTACHED WAIT (2) 161) NAILS EACH LN0. 1 X4 (R) 2 _t X 4 0-1-0 —F 1X4(R) 2.SX4 2X4 III R-614 PLF W-11 10 8 . 5 X 4 III 8X8 III 3 X 4 III 1 .5 X4 III 4 X 4 III 1 .5X4 III 2. 5X4 = 11-10-8 Over Continuous Support. Ile CIC010T1 meeLS 1_/360 live and 1/240 total loaf]. IrIISS mUS1, ITe tnStalled as Shown With top Chord Up. • 1X4(R) _ 2.5X4 = �_ 0-7 1-4-0 - - _--�_ 9 4 - 0 2X4 III 1 X4 ( R ) NOt.e: All Plates Are WIX4 Lxcept. As Shown. PLI TYP. Wave, TPI-95 Design Criteria: TPf�SI1� >er _.— -- ---- -_ WARNING•" 1RHSSES NEOUTRE LCd1REME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANI7 Hk A;_I NG. REFkk 10 H18 9i (UANO!ING INSIALL ING AND 6WA.:ING1. POOLISHLO MY IPI (INISS PLATE I N$TIIUiE. 633 O'GNOFR IO GR.. SUITE 200. MADISON. NI 537i9). FOR SAFf:.TY PRACTICES PRIOR 10 PERFORMING THESE FLINCTIONS. II NLE SS OTHINWISE INDICATEO, TOP CHOkG SHALL HAVE PROPERLY ATTACHED S INUC (Ilk AL VANEL $. NI)I TOM CHORD SHALL HAVE A PNOPEFtY AiIAC TIED RIG[0 CE it lNG. " I MPORIANT — FURNISH A COPY 01 [MIS DESIGN TO IRE INSIALLAIION CONTRACTOR ALPINE ENGINEER[& PROD` iS, INC. SHALT. NOT BE RE SPONSI BE FOR ANY OEVIAI ION PROM 1111$ DESI N, ANY fAILUHE 10 Fill[ THE TRUSSES IN CON i,RP.A NCE NII41 III ; OR FAllR ICAi1NG, HANG-.11,. SH (PPI�G. INS1 ALLING ANTI _--- GRACING OF 1NUSSE S. THIS DESIGN CONFORMS WITH APPLILARLE 1'I., SIGHS OF NOS IN AIIJNAL DESIGN f ALI I NE - l SPEC IF I(AT Id PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSQCIWON) AND TPI ALPINE CONNECTOR$ ARE MAOt OF 2OGA ASiM AbS3 Gk40 GA IV STEEL. LYC"T AS NOTEO. APPLY CONNECTORS 10 LACK FACE OF IRUSS. ANTI ONLESS 01 HERNISE LOCATED ON THIS OE SIC,. VOSITION CONNECTORS PEN ORANINGS 160 A Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR.OFESSIONAI. ENGINEERING Alpine Lnginecccd Products, hicl Rf SPONSIOII ITY SOI LL'i P0k THE TRUSS COMPONENT DESIGN SHUNN. THE SUIIAOit TTV AND USE OF THIS liaises City, FL 33844 COMPONENT FOR ANY PARTICULAR 8011.911113 15 THE RESPONSIBItIIY OF THE SOILDING DESIGNER, PER FI.(:etliffcateotAuthcaizationA567 ANSI/IPI 1 1995 StCTTON 2. 5 .05 Q l Y:t..-- Rf. F R081 - E,9829 TC LL 40.0 1)SF �ERp TC 01 10.0 PSf DAZE 12/26/02 PtlFt�gT2 RC DL 5.0 PSI 1)R14 IICIISROBI 02360034 k No. E8 //�� 20 Bt; L1_ 0.0 1) SF It( L NG IWC/MMA __...-- o,1. STATE OF 2'� 10 i. 1 1) . 55.0 PSF S I O N 3418 F 20R10,P ssloNA%_ 011P J AC . __.-- — _ 1 ..... —- .00 f ROM JR11 -- SPACIPIG SEf ABOVIT JREE 1RY11O8I _Z05 (m1/9 r/z 33z8« I|s) m/� oxu rnw^mc muw mopoux mm/ (m^aS & o/Mxw1308wnuu p mvy m. |"p cx^n| 4x2 s, Az it uot coom -lx2 sr 02 o ocu` -lx2 sP �x mo mpx umu. 8.00 u wcon xgt. s8c. Emc/osED u|uj. not m/alcd w/mm u su n rrom r^^r eu«c w/vo rc m — s o pu. vmo uc DI- — s.o psr. |,mS mvSt »e m^tm/eu v, so^mn °/m mp cxvro vp 22 825^ 6Z lli 021^ | p 4l9 / z,o #3 morm or' »cuc, coo/movm umnyoackw/ucx to e^cx /mu w//o, Shown with z mo ./s� st^ouac� ma | | to be s.YPi/«u :v oreu,m` cuxrracm, . Deflection meet` L/360 live and L/240 total load. provmo m, c01111000. oramuo, or mot. ]X4(H) �� lX4N 3 X 4 - x~*u�j o—mo w—a` }X4III ZX4m || b g Over, 2 5oppor� x—mao—mo Note: Al Plates Are 142.5X4 Except As Shown. T IIIIS DESIGN CONfORMS WIIH APPI.ICAOLE PROVISIONS 01- NOS (NATIONAL DESIGN XA L 1�1 I N HPA'C �F'1, (A)'T I I SHED 6 f I HE AMER 1 CAN i )RE S I AND PAPER ASSOCIATION) AND fPl AtPINE 'OH, CONNECTORS ART MAD, F Z06A [fairies City, Fl. 33844 COMPONENT FOk ANY PARIICUIAR HE1110ING IS THE RESPONSIBUITY OF THE GUILDING DESIGNER. PR PRIOR To l'4'0 19 0h2 T Y 3 75 F 11111 1(# 1,7 1 "i" 0" A - I I201;) T ICI; 04lG PkE FRR.E 1) fR:1Ii („t+�IIIER !IIFUT iI (Jt U� 8 UIFti: hlSll u�1 Sll i�tl','lfi IRI)S� FIFR_ Top ciioI(1 -1x2 SP #2 if Bot chord 4x2 SP y2 11 Webs 4x2 SP P3 100 mph wind, 15.00 ft mean hyt, SBC, ENUAI)ED hldra, not located within 8.50 ftfrom roof edge, wind T(: DL = 5.0 psf, wind BC f1L z= 5.0 psf. Oct Icc1.1on meets 1./360 11ve and 1-/240 t.ol:al load. 1T0 -L 2-t0 8 I" 2 10 8 15" lyp. 2.5X4 = 3X6 2.5X4 = 3X6 2 X 4 III 1 X 4 III ---6-4 0 Over 2 Supports-- R- 101 / I1-480 VI-4" R-119 I1-360 T 1-4-0 -.- L SPI C I AL I O",.DS (LUMBER DIIR.FAC.-1.25 / Pt Aft M111, FAC. 1.2!)) 1C From 54 PIE at 0.00 to 54 I'll F at. 0.:33 h From 20 HI at 0.00 to 0 11t_F it 0.33 BC, 422 LB Conc. Load at 0.48, 2.48, 4.48 Truss must. heinstalled as shown with I:op chord up. _�9-4-0 PI-1- TYP. Wave -Ipl 95 Oesi�-_Criteria. 1P1(STD) V e r -- — — _ _ — -- — --- - - --- --- -- - 'WARN1Ni;"" 1R ,SSES PEGU1xE EXiNEMf CARE IN FAHP ILAi tOX. HANDLING. SHIPPING, INST Af LlNG AND PR AC ING 0EFEH TO HII II (HANDLING INS IAI.IING AN0 HRAC ING), PHHIl SHED ttl'V IPI (TRUSS PI.AIE IN511 U7E, E23 U'GNGFR IO GR., SlIl1E 200. HAOf SOH, WT 537191. FOP SAFETY PH AC IICES GP l00. IC Ftkf JHM I NO I-[SI FIINCI IONS „N I. ESS 0[HE RW IS'E tIU ICA1 EG. 10P CHORD SH A I. I. NAVE PH OGE kIY AT IACHED Slkllt lUP A1. PANft 5. HOI IOM CIfOPO SHALL HAVE A PHlI,fRIY AiIACHED RIGI0 Cf I1. ING. "iMf'ORTANI" FURN($If A CO✓V OF THIS DESIGN TO Tilt IN:IAtt.AIEON CONTRACTOP At PINE LNGINEEP.ED PRODUCTS, INC. SftAT t. NOI hf HE SGJxSIGU fGH ANY GEvIAI iON FROM INIS OESIGN; ANY IAII.UGE 10 H II II. I) THE. iR tiS�IF IN CG Nf ORMANCE WITH TPI: OR FABPICATING. HAND, IN . SHIPPING. IN5I AIIING AND i A I_ I) 1 AIL _- 7 SG AC ING Gf ik IISSE s. II115 D151 GN CGNF Gfl N> WIIN APPL[-AHEE PN OVI SIGNS OF HGS 4NA(IUN kI DESIGN i1 L ff 1 I,'! L J SPEC IF IC AI ION P"BIISHEO HY INf AMfN ICAN fOPf si AND PAGER ASSOC IAi 10N1 AND iPl. ALPINt ------- CONNECTOkS AH It WADE OF 2GGA ASIM AAo3 GHaO GALY. STEEL. EXC EPi AS NOifD. APGLY CONNE%iGkS i$ EAC 11 FACE OF IRUSS. AND UNLE 55 01 HE PM ISE I.00AIEG ON IH15 DESIGN, FGSlTIOx CONNECIOR� Pik ORANINGS l60 A 1. THE SEA! ON THIS GNAWING INDICATES ACCEPTANCE OF PROF(ISIONAL ENGENEEHENG Alpine Fingincerea Ill'oducts, I tic. RESPONSIDIL If SDI. EIY F6k THE TPUSi COMPONENT DESIGN SHOWN. THE St:I 1AH'L11T AND USE OF THIS Haines City, FI, 33844 COMPONENT FOR ANY PARTiCUtAR H111t0ING iS THE RESPONSIOiIITY OF INE 0E11101Nf, DESIGNER. PER FI.('amficateofAuthoisvition4S(O ANSUTPI 1 1955 SECTION 2 O b 2 O t y'' << -L 1 - /f / _L - —1 IL_ 20.0 PSF �Ea?F� I D1 7.0 PSI y�P�it1FCg7✓ No. LI& ,* Eat; Dl 10.0 PS1 FEB 20 (,Ei Il C L. l O. U P SF STATE OF '"N 1 l) I. I D, 3 I O P S F ssioNAY- D I I R- F AC . 1 25 SPACING 24.0" Sca