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140 Magnolia Park Trl 06-1496 SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER 1-Ift SUBDIVISION lid D R. Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR PERMIT #M * � � DATE PERMIT DESCRIPTION Ic b PERMIT VALUATION-* SQUARE FOOTAGE C� n MISCELLANEOUS CONTRACTOR d Y PERMIT NUMBER FEE t2 MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE m CITY OF SANFORD PERMIT APPLICATION Permit # 06-1645 Date: 10-17-2006 Job Address: _140 Magnolia Park Dr. Description of Work: Plumbing — underground, rough -in, top -out, final trim Historic District: No Zoning: Value of Work: S 4,000.00 Permit Type: Building _Electrical_ Mechanical _Plumbing X Fire Sprinkler/Alarm _ Pool _ Electrical: New Service - # of AMPS Addition/Alteration _ Change of Service _ Temporary Pole _ Mechanical: Residential X Non -Residential_ Replacement_ New (Duct Layout & Energy Cale. Req'd) Plumbing/New Commercial: # of Fixtures _10 # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: Construction Type: ___# of Stories: # of Dwelling Units: Flood Zone: (FEMA form req'd for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: D.R. Horton 5850 T.G. Lee Boulevard Suite 6000 Orlando, FL 32822 Phone: (407) 857-5200 Contractor Name & Address: First Ouality Plumbing, Inc, 746 North Volusia Avenue Orange City, FL 32763 State License Number: CFC 050566 Phone & Fax (386) 775-0909 & (386) 775-0918 Contact Person: Rick Capman Phone: (386) 775-0909 ext. 208 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and 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 IMPROVEMEN TS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date _Gary W. Evers Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _Personally Known to Me or _Produced ID 10/17t2006_ Signature of Contractor/Agent Date �pA�r'r'kr VFFANY A ROLON A4Y COYMISSIONAt DD4:i8781 (407) 399-0i k:S: June S, 2009 53 F du WA&V Service. con, Contractor/Agent i _Produced ID _ APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (initial &Date) (Initial &Date) (Initial &Date) (Initial &Date) Special Conditions: CITY OF SANFORD PERMIT APPLICATION Permit q :V Job Address: Description of Work Historic District: _ rr Date: limn r h El Zoning: Value of Work: $ Permit Type: Building Electrical kl" Mechanical Plumbing Fire Sprinkler/Alan, Pool Electrical: New Service - Illol'AMPS 1!�- ..ZOO Addition/Alteration Change of Service fempurary Poly � Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc Required) Plumbing/ New Commercial: q of Fixtures q of Water & Sewer Lines N of Gas Lines Plumbing/New Residential: q of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type. III of Stories: q of Dwelling Units: Flood Zone (FEM,\ form required for uthcr t1ii is Parcel q (Attach Proof of Ownership & Legal Description) n2 Iota r-f'vY. !SSn 77G Low -81yd S5le (00o _---. Owners Name &Address: dF-1- .3 Z-V 2- 2"' Phone: yU .� - O ✓dam O- i✓ _.._ Contractor Name &Address: 1A/Cl Lf Q YS L. G f < <=�T�..--.-_--- / A �z ' State License Number i5l�-yOl S 2 y =----- Phone & Fax of `r 3 Z8 -00.34/ Contact Person: MGt Phone ��/_�_Y_y y Bonding Compan) Address Mortgage Lender: T �� .Address _ Archiiect/Engineer: Phone Fax----- .�ddress _ Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced p110; W ;n; issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this,lunsdiction. I undei�stand that pen -nit must be secured I'or ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS. and AIR CONDITIONERS, etc. OWNER S AFFIDAVIT: I cenily that all of the foregoing information is accurate and that all work will be done in compliance with all applicable ki, 5 construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCEMENI MAY RESULT IN YOUR P• TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OTICE In addition to the requirements of this pennit, there may be additional restrictions applicable to this propeny that may be found in the pubi c this county, and there may be additional permits required from other governmental entities such as water management dssincis, state agencies, ur Iedcr.w Syr:,: ,es Acceptance of permit is verirication that I will notify the owner of the property of the requiremen Flo a Lien �w, F Z12 Signature of Owner,Agent Dore Signature ol'Contractor/ gent V N Pnnl Owncr/Agent's Name Print Contractor/Agent's Nam ^ ecY Signature of Notary•Slale of Florida Date Signature of Not Late of Flonda Date Owner;Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Spacial Conditions. Zoning: Contractor/Agent is �Pcnunahly K� to Mc or Produced ID (Initial & Dale) Utilities. FD (Initial & Duie) (Innr1l & Diir 153 � i S CITY OF SANFORD PERMI'1 : l'I'I:IC.-\IION' � I � ��� Permit # : O`•'"p- 1 w -- -T+' Job address: - — l- I Description of NN'ork: Total Syuarc Footage t G� Historic District: Zoning: _ Value of Work: OW Permit Type: Building _ Electrical Mechanical __- _ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - 4 of AMPS Addition' ;'Alteration _— Chance of Service Temporary Pole _ Nlechanical: Residential $_ Non -Residential Replacement _ New _ ,_ (Duct Layout & Energy Calc. Required) Plumbing/ Nets Commercial: # of Fixtures # of Water & Sewer Linesn of Gas Lines Plumbing/Ncty Residential: # of Water Closets Plumbing Repair - Residential or Commercial OccupaneN Tgpe: Residential Commercial _`__ Industrial Construction Type: # of Stories: # of Duelling Units: _ Flood Zone: IFENIA form required ) ON%mrs Name S Address: _ e— li iSti'i VO Contrnep>r \anx• S Address: , -gyp,►.SUM --��� —.._ Robert G: D41,0 - rssii %y ,T1s<`� M !_'" ."Cui`a l't•t-s;;�� ' �Ic I ieen.e.un,I,er: Phone-CA-33- vCIL(L'J Phone S Fa.��' Bonding Cumpan _ \ddress: \rehltcet,Engiucci _ t'hunc. _ Address - Fat: _ \pplicali..•n i< hrr h, nrulr i., ,:hl.iin a permit t to the ,.,,li:.um in Pallmi.,il;;i. indic;uC:I I ccnil`. That n;.:,. ,rk : inztallati,,n hax : ,mmCncCd prim I,, the ,.cLr:� •! ,i i,.rrrl .Ina th.i, !! ...,rl, ill I ! I: ,r. ,', r.1 01"1I' 'da„I I.I! L,. _,IIjIin ..;tr�.i.l.. n ;.� t!I and I:m 1 +h \IP l i t\I)I I I"\'I R). rt. )\\ \IRS \Il_ID \\ I I: I r.rtif. Ih;n :III , I Ihr I, r;m_ inl„n,rili, n IN Ici ur;ur ;old Thal .III iG •, ill t l.,ni i I',' Il hun n ilh all ;ipl,lt.'ahls lay., t _ulul.n_ r,muuction and r*nin \\-\RNING TO OWNER: 1 OUR FAIL [IRF TO RECORD \ N(ll IC 1 OI (0\I\IFN(F IFNT 1 N' RF.Stil_T IN N OIIR PAYING I K I FOR INIPROV'C\II N IS I O ) 01ll< PROPFIRL) 11 1 Ot. INTEND TO0131 VIN I IN \v ING_ ( ONSI I AV'j.Tlyl OUR LENDER OR AN AI iuR\L) bL I ()RI RI (i)RDINO 1'I )l R \(.)I I( L ul (I Ii li\ILN( I.NiI-\ 1. /f1 Ni ) I K I- In addition to the rcyuuement. ,,(Iln: prnnit. Ihc•re m i. he additional reNnlUi mi appI i`h it may he 6mild in the puhlic recu . oI this C,uuv},and (here nrr. he additional permits required I'rnn ,uher _„ etnmental enmt suite as cotitr m a' mrnt stricts. >ta neic>. or lider , teniie. r \Cceptance ,Ipernit IN \CIIIIC,ni,ul Ihat I gill Iwiit\ the wNnerof Ihc• propern t I eyuirencnts,d nLi I iet 1\•.. I L 0 6 2006 Si_ natme „f (l,N no Agem Print t)rcnet 'Agem's Name Signature of Notary -State of Florida (m net, Agent is _ Personall'r Kno" it to Me or I'n+dwol II ) A11PROVA S. ZONING: UTIL SpcCial ( t,nditi,,n.< Date Date tur of C' ,ntrarl„r Date G. DELLO RUSS Sjunatme of Notary -Slate of Florida Date (,nwactoii.Accnt is _ Posoltalh Knox it to Nic of Pwdu;rd ID ReN 03;'2_006 p C. TURNER E = COMMISSION OD 2' 289' ,•tea•'"�'P MY EXPIRES: June 14, 2007 '. gondedihruNotary PubiiC Undeml;IOTs +wv. 'ww •+•+ .. w..; u r.W ig Wi ii "' at. iil iYi uaki Ana iulj ti iWN ii WNs 4 Oriii THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 5850 T.G. Lee Blvd. Suite 600 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T.G. Lee Blvd. Suite 600 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05636 PG 1168 CLERK'S # 2005036874 RECORDED 03/04/2005 12:40:37 PM RECORDING FEES 10.00 RECORDED BY G Harford NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of��propperty: Lot(s) 168, 169,„170 Magnolia Park, Plat Book 63 Page(s) 54-59, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 5850 T. G. Lee Blvd., Ste.: 600, 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: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the dat of recording unless a different date is specified): T D.R. Horton.3nc. (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregointrument was acknowledged before me this day of NV i� 200 by Robert Al. Lawson Assistant Secretary of D.R. Horton, Inc., a�eiaware Corporation, on e a o t e corporation. He/She is personally Gown to me. Notary Public, State and County Aforesaid Lf ., '"I%-nei.�E C. BLADE- K fii Notary Public - State WCornrnhsbn of Florida asDec 1, 200B rCornmisslon # DD 376042 Bonded By NDNonol NotaryAssn. NotaV Signature Notary Seal MAR i CITY OF SANFORD PERMIT APPLICATION i Permit # A91 Job Address: Description of Work: Historic District: Zoning: Value of Work: Date, M A R I_/UQS Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempottry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residentialy_ Commercial Industrial Total Square Foota e: ' Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: is _ �O` i_ 11 — V (0o — Owners Nattme &—A—dTdress: 1 `� . Z (>,�2� Contractor Name & Address:� _ 5� �T. J Phone & Fax: '70_7N Cluj Bonding Company: nY-2.1 (Attach Proof of Ownership & Legal Description) 500 Phone:'" S 0 CCOU State License � �Number: ' I Jrontact Person: ( % Qzt. .� Phone Address: Mortgage Lender: Address: Architect/Engineer: Phone:.1334._ _ Address a Fax: -"I dt g'� �1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE; In addition to the requirements of this p 't, there may be additional restrictions applicable to this property that may be found in the public records of this countyLand t�rnnayytional permits ired from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptancen that I will otify the owner of the property of the requireme of Flo �da Lien Law 713 Sign re of O gent Date Signature of Contractor/Agent / / Date Prir r/ g men, � Print4j� ctor/ ent's m � 1 ( Sign u of Notary -State of Flonda Date Signaf Notary -State of Florida Date Own i, is ]Persbnali: '� _3. Knowr) to OC qr ontra,Ctp A 2i3t°l erstihallp Know °Ytf "or 't9duted4Q Ar, APPLICATION PPRO\e B r s 7 {)rRldgi oning: Gy1 Iiti�S wFD a niial Sc D te) (Initial & (Initial & Date) Special Conditions: CITY OF SANFORD 3 �IHG DIVISION ENTIAL BVII.DING PERMIT SU BM.ITTAL REQUEIvIENTS FOR p Two (2) recent boundary and bu}ldl4g location surveys showing setbacks from all structures to Property a lines for permit for structures (not fences) ° 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: o a. Foundation plan Indicating f oot sizes Uarf or fill caring walls. Provide side view dctalls of these footers with reinforcement o b. Floor plan Indicating interior wall partitions and room idcntlficatlon, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part S) ❑ C. Elevations elevationlheightlor As perlls, east, west, north and south. City Engineering Department or tlooioo subdivision plat. o d. Cross sections of all wall sections to be used in the structuro. Bearing non -bearing inter and exterior. Show all components of wall section. o e, Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with dctalls of bracing. Engineered beams for spitcing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h, Square footage table showing footagesc GnrageslCarports rry S.F. Porch(s)/Entry(s) S.F. Patio(s) Conditioned structure Total (Gross Area) ❑ 3, Three (3) sets completed Florida Energy Code Forms (Form 600-A-97) ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, fit report may be requested by the Building Official or his representative. ❑ 5. Other submittal Documents: p A. Utility letter or approval when +'11J.1wnter supply and/or sewer system connection to be made.i�anfora, b. Septic tank permit to be obtalne Seminole County Health Department att 400 W. Airport YFI (407) 665-3600. c. Arbor permit when trees to be r moved from property. Contact the City Engineer for details regard ie arbor ordinance and permit. ❑ 6. Application to be completed thorot hi,'and signatures provided by A licensed and insured contractor. QWNERlBUILDER MUST APPEAR IN PERSONS TO SIGN APPLtC&TION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical And plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, wails and/or ceilings 13. Electrical final, mechanical final and plumbing final 1Building final ,/7 T 15. f1 Other , DATE SIGNATURE (By owner r Authorized gent) Limited Power Of Attorney I hearby name and appoint: Craig Coulton, Geoffrey Coulton, and Michael Robinson each agents of D.R. Horton Inc. To be my lawful attorney in fact to act for me and a Lot # . i(id Address: to The Building Department of: The City of Sanford For a residential permit for work to be performed at: Subdivision: Magnolia Park And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this 14,7S, day of f , 200p By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of Florida r County of Or r < A + o Ltt Pub c Signature Notary Seal ')r) 3 „ ENGINEERING PACKAGE BUILDER : PROJECT : MODEL/BUILDING : LOT: BUYER'S NAME : ADDRESS : ��tl.C�✓1 ���r►�les 19/ 713 I BLK: JOB#: REVISION DATE )p •,7FNEW LOAD: &j/ CARPENTER CONTRACTORS OF AMERICA, INC. vr- 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 OFFICE USE ONLY: PROJECT LOT BLOCK 4'q PAGE 1 OF El ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION SHEATHING FIG. I COMPRESSION WEBS, __---TO PREVENT THIS BEFORE AND AFTER �� FAILURE, ANCHOR BUCKLING. OR ER STRAJJR TfiE LATERAL BRACRG'. CONTINUOUS LATERAL BRACING USE METHOD SHOWN IN (CLB) MAINTAINS SPACING. BUT FIG. 2, 3A & 3B, OR PERMITS LATERAL BUCKLING OF ALL WEB MEMBERS AT ANOTHER STRUCTURALLY THE SAME TIME. SOUND METHOD SPECIFIED BY PROFESSIONAL BEARING FOR TRUSSES ENGINEER OR ARCHITECT. FIG. 2 ANCHORAGE BY BUILDING DESIGNER (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). THE DRAWING BELOW (FIC 313) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB —=). WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR — •) MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO THE, CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FIG. 3A. FIG_ 3A EXAMPLE TRUSSES DIAGONAL BRACE RESTRAINT (DBR) WITHIN THE UNIT (3A & 3B) SHEATHING — SHEATHING ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END << ::\\ APPROX. WALL - RESTRAINS LATERAL 4W BRACING, THEREBY '— PREVENTING WEB BUCKLING. ��`; .` CLB CLB r.•. COMPRESSION WEB CEILING �EILING DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT. — COMPRESSION WEB, SLOPING OR VERTU OR WEB NEEDING BRACING FIG. 313 2X4 #3 OR STUD GRADE DBR NAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) 16d (O I62"X3.5") COMMON NAILS. ..WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ••� EN �••� INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR[O DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL = NO.Z2838 HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 7ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, Z WE OF i HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH t� APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 0 •., .� , �" �� AMERl CAN FOREST AND PAPEP ASSOCIATION) AND TPI. ALPINE CONNECTORS APE MADE OF 20GA /Q O R• 0••�` TRUMSAAND, UNLESS OTHERWISESTEEL EXCEPT LOCATE➢SONOTED. APPLY CONNECTORS 10 EACH THIS DESIGN, POSITION CONNECTORSFACE PER OF Fss�ONAIL ALPINE ENGINEERED PRODUCTS, INC. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL POMPANO BEACH, FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE PESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS VTPI 1-1995 SECTION 2. 9 THIS DRAWING REPLACES DRAWING 137 REF BRACE RESTRAINT DATE 06/25/99 DRWG BRCLBANC0699 -ENG KGF/KAR m November 9,2004 Mr. Jim Nick Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880 Re: Number of Nails Increases by 41% Dear Jim: As a guide for calculating the spacing of nails when substituting pneumatically driven 0.126"x 3.0" nails for 16d common nails, increase the number of nails by 41%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacing for the connection of girder plies. (Based on National Design Specification For Wood Construction 2001 Edition) SPACING OF 160 COMMON NAILS SPECIFIED ON DESIGN. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPACING OF 0.128"X3.0" PNEUMATIC NAILS SPECIFIED ON DESIGN. 1.4" O.0 2.1 2.8 3.6 4.3 5.0 5.7 6.4 7.1 7.8 8.5 9.2 10.0 10.7 11.4 Please note that 2- ply girders require nailing from one face only. Note: The nail spacing of 4" O.0 for web bracing to be the the same for 16d common nails and for 0.128" x 3.0" pneumatic nails. FL 1 E "WARNING** TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFE0. TO SCSI 1 07 (BUILDING COMPONENT SAFETY INf ORMATTON), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'6110FRI OR .. SUITE 200, NAOISON. NI 53119) ANDW1CA IY000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN. � •� R E F R 06 1 - 4 8 3 5 7 MADISON. WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCIIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED iOW7� ---_---_-_ _..._. ALPINE -- - I_r- --) RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P"OOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE 70.U58 IN CONFORMANCE NCF WITH TPI. OR FABRICATING. WANKING. ING. SNIPPING. INSTALLING ING A BRACING Of TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY Af60 A) AND TPI ALPINE CONNECTOR PLATES ARE MAOE Of 201181166A (Y.H/S0) ASTN A653 GRADE 40/60 (W. K/H.S) DALY. STEEL. APPLY PLATES TO EACH FACE Of TRUSS AND. UNLESS OIIIFRWISE LOCATED ON THIS DESIGN, POSITION PER DRAWING $ 160AZ. � 3 Mw i `/'ETE OF /�' • �J:�i , ��jA/(`j� ••'•.' p'• M••• _. _. ......___.._-. HC U — — SR081 05108CGL H C - E N G ....________ ......__ _.... A S Z ---.--------------- - ------ Alpine Engineered Products, Inc. Haines City, FL 33844 ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER AN NfV A7 Of IP 11.2002 SEC.3. A SEAL ON IHII DRAWING INDICATES ACCFPTAHCE OF PROFESSIONAL FXGINFFR ING RESPONSIBILITY $OL ELY FOR THC TRUSS COMPONT., OESIGN SHOWN. THE SUIIAB ILIIY AND 1111 OF THIS COMPONENT FOR ANY BUILDING IS THE P.E SPONSIB" IIY OF IHf ED'10INGGESIGNER PER AxST/IPI L SEC. 2. 3 Dry Al AL -`-`--- --- -- "-—'-`----- JREF- R081CSDTAD (AJ4-VL) In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC @ 24" OC. THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED (B) = DAMAGED AREA, 0" MIN. TO 12" MAX. LENGTH OF CRACK IN WEB. (S) = (2) - 2X4 SO. PINE #3 SCABS. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 68" + LENGTH OF DAMAGED AREA (8), MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA. OR 2. 80% OF THE ORIGINAL WEB LENGTH. ATTACH ONE SCAB TO EACH FACE OF THE WEB WITHYA DOUBLE ROW OF 10D COMMON WIRE NAILS SPACED 4" O.C. STAGGERED 2" WITHOUT SPLITTING LUMBER. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WIT14 DAMAGED WEBS OF 2X4 SIZE AND #3 SO.PINE GRADE. IN ADDITION, A MAXIMUM OF 1 CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. 4X6 (A2) VLY. _... IF - -- (Customer Specific Details - JA( ILT TYP. Wave TPI Design Crit: TPI-2002 7.02.0E —WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORNATI0N 1. PUBI.ISHEO " TIT IT"U55 PLAIE INSTITUTE. 58J O'ONOfRIO OR., SUITE 200. MAOISDN, NI 53701 AND NTCA (WODO TRUSS COUNCIL OF AME0. ICA, 6J00 EIT I[RPRISE lN. MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP IH00.0 SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED A IG10 CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE IRSTALI.ATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRDDucrs. INc. SMALL NOT BE RESPONSIRIE FOR ANY OEVIA710H FROM THIS DESIGN; ANY FAILURE 10 GUIIO THE IR USS IR CONE ORMAMCE WI7N TPI: ON FABR ICA TIRG. HANDLING. SHIPPING. INSTALLING R RR AC ING Of TRUSSES. w OE SIGN CORED HS NITN APPL ICABIE PROY[$lONS OF NOS (RATIONAL. Of SI GM SPEC. BY AF6P A) AND TP1. ALPINE CONNECTOR PLATES ARE MADE OF 10/IB/I GA ASTM A653 GRADE 40/60 IN. R/H.5) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRU55 ANO, UNLESS OTHERMISE LOCATED ON THIS OE52IGN. POSITION PIR DRAWINGS 160A 1. 71pine Enginee(ed Products, nC. ANY INSPECTION OF PLATES TO' EON' BY I I SMALL BF PER ARNfi A3 OF TPI1 2002 SEC 3. A SEAL ON THIS S DRAWING INDICATES ACCEPTANCE OF PR Of(SS IONAL ENGINEERING PE SPONSIBILI TY $OL", FOR THE 7RUS5 COMPONENT 19 0 Marley Drive DESIGN SHOWN. THE IT "I AN0 USF Oi THIS COMPONENT fOR ANY BUIlOIN6 I$ THE RESPONS IP'!IIY OF T"E Haines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SfC. 2. 4 I:F I'..VI GrMEP of Awhnri-tinn 0 567 -. QTY:O FL 1 E - Scale =.3125" Ft. ETC lo.2 ` * :,k STATE OF ?�Q s�ONAf` LL TC DL BC DL BC LL _ T 0 T . L D . PSF PSF PSF PSF PSF REF R081-- 48357 DATE 03/28/05 DRW HCUSR081 05087468 HC-ENG JWC/JWC SEQN- 52836 DUR.FAC. A54-02 SPACING 24.0" JREF- R081CSDTAD (aa5-Uz) TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: UP TO 140 MPH MAX WIND, 30.0 FT MEAN HGT, ASCE 7-98, ENC. OR PART. ENC BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B OR C. WIND TCOL-5.0 PSF, WINO BCOL=5.0 PSF. * ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128"X3" GUN NAILS AT 2" O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 200# ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS, 300# ADDITIONAL UPLIFT CONNECTION REOU WED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. InL3 uwu rMcrnncu rnun uunrulLn inrul kLN71U3 & ULnLIValLln3) 3UnnLIILIt UT lmuaa nrn. ALTERNATE LOAD CASES TCLL 20.0 PSF TOLL 30.0 PSF TCLL 20.0 PSF TOLL 20.0 PSF TCOL 7.0 PSF TCDL 15.0 PSF TCDL 15.0 PSF TCDL 20.0 PSF BCOL 10.0 PSF BCOL 10.0 PSF BCDL 10.0 PSF BCOL 10.0 PSF TOT.LD. 37.0 PSF TOT.LD. 55.0 PSF TOT.LD. 45.0 PSF TOT.LD. 50.0 PSF DUR.FAC. 1.25 DUR.FAC. 1.33 OUR,FAC. 1.25 DUR.FAC. 1.25 ' 2-0-0 OH MAX I L I I I � 2L MINIMUM I I PLT TYP. Wave TPI-2002 Design Criteria: TPI STD TY:0 FL 1 E - ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 Y •WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. R E FfA TO BCST1-03 (BUILDING COMPONENT SAFETY INF00.MAilON). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 O'ONOFRIO OR.. SUITE 200. MAGI SON, M1 53719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI S3719) FOR 5AFETY PRACTICES PRIOR TQ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. [MVORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FMGIMEFRFO PRODUCTS. INC. SHALL NOT BE AESPOMSIOLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIT" TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING N BRACING OF TRUSSES. DESIGN CONFORMS WI IN APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPEC. BY AfAPA) AND III. ALPINE CONNECTOR PLATES ARE MADE OF 20/LB/16GA (W.H/S/K) ASTM A653 GRADE A0160 (W. K/x,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS 0THFRWISI LOC ATEO ON TN IS BE SIGN, P05[TION PER DRAWINGS 16OA-2. AMV INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 Of TPII-2002 SEC.3. A SEAL ON THIS ORAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSI0111TV SOLELY FOR THE TRUSS COMPONENT OESION SHOWN. INE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING I5 THE RESPONSIBI''TY Of THE Bu11.DIAp DfstcxER PER ANSI/TPI 1 5EE. 2. 5 ♦"" • ` " �L .� { iii * 3 * ; * A ' S��,T///��ATE[[ O��ryyF7�ppp/CLLA �^ •A,0 J 2,{ '1_c�F VVVI� - `o R ` `i`l_ ' "" T C T C BC B C TOT.LD. L L D L DL L L 2 0. 7.0 10.0 0 37.0 0 P S F PSF PSF , 0 PSF P S F REF R 0 8 1 - 4 8 3 5 7 DATE - 0 3 / 2 8 / 0 5 DRW HCUSR081 05087492 H C E N G / S E 0 N _ 24952 DUR . FAC . 1. 25 - SPACING 24.0" JREF- R081CSDTAD K A c a-n91 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE FOR MINIMUM ALTERNATIVE BRACING. WEB MEMBER S17F SPECIFIED CLB BRACING ALTERNATIVE T OR L-RRACF BRACING SCAR 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6 T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB, APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L BRACING APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH Willi Ifid T-BRACING ^� COMMON NAILS 6" O.C. BPACE IS A OR MINIMUM OF 80% OF WEB MEMBER L BRACING f T-BRACE L-BRACE SCAB BRACING APPLY SCAB(S) TO WIDE FA NO MORE THAN (1) SCAB PE ATTACH WITH IOD OR 128X9 NAILS AT 6" O.C. BRACE I 80% OF WEB MEMBER LENGTH )LT TYP. Wave TPI Design Crit: TPI-2002 7.02.05 p..._ OTY:O FL/-/1/-/E/-/- "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. MANGLING, SHIPPING. INSTALLING AND BRACING. PETER TO BCS1 1 0J (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 , '" • •R�•�� T C L L 30.0 P S F O'OROf RIO OR' SUITE 200. MAOISOM. Y1 5J1191 ANO NTCA (WOOD TRUSS COUNCIL Of AMf 0.1CA, 6300 ENTERPRISE lN, MAOIST NI 5J719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 15 0 P S F TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 80TTOM CHORD SMALL HAVE A PROPERLY ATTACHED • 22839 . RIGID cnuxc. BC DL 10.0 PSF ALPINE -- '— "IMPORTANT" FURNISH A COPY Of THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS• INC. SMALL NOT BE RESPONS18LE FOR ANY 0EVIATIOM FROM THIS OESIGN; ANY FAILURE TO BUILO THE TRU55E5. ° STATE OF �•' BC L L 0.0 P S F TRUSS IN CONFORMANCE x11H TpI; OR FABRICATING. HANDLING. SHIPPING. INSFALL LNG B BRACING OF 4f �O�••',, ------ -- - --- DESIGN CONFO0.M$ NITN APPLICABLE PROVISIONS OF "US (NATIONAL DESIGN SPEC. BY AFR pA) AND Tpl. ALPINE PLATES ARE MADE OF 201181166A (W,N/5/K) ASTM A653 GRAGE 40/60 (W. K/H.S) GALY. STEEL. APPLY /�.{y(.11.f/���plj(!��`t. T 0 T L D 55.0 P S F CONNECTOR PLATES TO EACH FACE OF IN AND. UNLESS OTHERWISE LOCAIEO ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. • ...... \�v ss/pNAL . . D U R . F A C . 1.33 Alpine Engineered Products, Inc. Haines City, FL 33844 }7 ANT INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX AJ OF TPII-2002 SEC..T. A SEAL ON III IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABIL I7Y ANO USE 01 1H15 COMPONENT FOR ANY BUILOING IS THE RESPONSIe•'ITY OF THE BII1 IT o DESIGNER PER ANST/TPI I SEC. 2. 6 SPACING 2 4 . 0 " CE Scale=.25"/Ft. REF R081--48357 DATE_ 03/28/05 DR W HCUSR081 05087483 H C- E N G %_--..---�---- .__._._---- ---- SEON- 52927 AS8-0.2 JREF- R081CSDTAO A6-UZ THIS DETAIL IS VALID WHEN USED IN CONJUNCTION WITH ALPINE DESIGNED TRUSSES ONLY, + 2X8 SP #2 RIDGE BOARD. ++ 2X6 SP #2 RAFTER +++ 2X4 SP #3 CRIPPLE NOTE: FOR CRIPPLES LESS THAN 75" IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96" BUT GREATER THAN 75" IN LENGTH, 2X4 "T" BRACE OR SCAB BRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH 160 NAILS @ 4" OC. OR GUN NAILS @ 3" OC. MAXIMUM CRIPPLE LENGTH IS 96' CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-160 NAILS OR 3 GUN NAILS 2X4 SP #3 RIDGE BOARD CRIPPLE@ 3-0" OC. MAX 3-160 TOENAILS OR 4 GUN NAILS CONNECT 2X6 RAFTER TO RIDGE BOARD WITH 3-161) NAILS OR 4 GUN NAILS. \ 5 TO 7 / Va (TYP) TRUSSES BELOW @ 24" OC. MAX CRIPPLE (SPACING P 3-0-0 3-160 NAILS OR 4 GUN NAILS (TYP) 2-160 NAILS OR 3 GUN NAILS (TYP) NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) NOTE: USE 0.128"X3" GUN NAILS WHERE SPECIFIED. *** 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 80 OR GUN NAILS @ 2" OC. ** HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH * BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0" OC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-16D OR 5 GUN NAILS. 140 MPH WINO, 15.0 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP. C. WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. 3-16D NAILS W=7"12(5.5N@45) PLT TYP. Wave TPI-2002 Design Criteria: TPI STD TY:O FL 1 E - _.__._. �— — ALPINE —'— **WARNING** TRUSSES R(OUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 10 SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI ITRUSS PLATE INSTITUTE. 503 D'ONOFR IO DR.. SUITE 200, MADISON. NI 63719) AND NTCA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE IN. HERWISE LESS NG HESE ( NI OR SAFETY PRACTICES PRIOR TO PROPERLY ATTACHED STRUCTURAL PANELS( AND BOTTOMCHORDSHALL HAVE AT PROPERLY( TOPCHORD SHALLHAVEATTACHED RIGID CEILING.: IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *PROOUC IS. INC. SNALL NOT BE RESPONSIBIE FOR ANY OEYIAEION FROM THIS Of SIGN; ANY FAILURE TO BU II.D THE A BRACING f TRUSSES. 7RU5S IN CONFORMANCE NIT" iPi OR fABRICAIING. NANDIIMG. SNIPPING. INS( LLING R B CI O 0 DESIGN CONFORMS WITH APPLICABIF PROVISIONS OF NOS (NATIONAL OCSIGN SPEC. BY IFIPAI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/S/K) ASTM A653 GRADE a0160 (W. K/H,51 GAIV. SFEEL. APPLY PL. ATES TO EACM PACE Of TRUSS ANO, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A�l. • (A•�� C S jSSSfff •2 ' STATE OF �� % �O �Ow /V/:11 7l7 K.P� 4, I• a fVR �`'V .• T C L L T C D L BC DL B C L L T 0 T L D . 16.0 15.0 0.0 0.0 31.0 P S F P S F PSF P S F P S F - ---- . F A C _1-. 25 ANY INSPECTION Of PLATES FOLLOWED 0V (1I SNALL SE PCR ANNEX A] Of TP11 2002 SEC.]. A SEAL ON THIS BRAVING INOICATES ACC(PTANCE OF PROFESSIONAL ENGINEERING 9 SPONSISII ITV SOLELY FOR THE TRUSS COMPONENT SIONAI. Alpine Engineered Products, Inc. Haines City, FL 33844 y, DESIGN IFUT I. THE SUIIABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE 1ESPONSI1I1I1, OF THE RUIL DING DESIGNER PEP AN 51/TPI 1 SEC. 2. 7 —DUR SPACING 24. 0 " REFR081--48357 DATE J 03/28/05 DR W 14CUSR081 05087463 HC_ENG .� _._..-......--- —... SEON - 24891 WA6-02_ --. JREF- R081CSDTAD (64946-hUS / !Y1/t3 L J - Al) Top chord 2x4 SP #2 N Bot chord 2x4 SP #}2 N Webs 2x4 SP #2 N :W1, W2, W3, 1410 2x4 SP #3: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X8 (B1) 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXIT B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113%2.5% min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 5X5= 4X4= 5X5= 2X4III 4X8= Jam` 2X4III 1-0-0 b 1 19-0-0 I 10-8-0 _I, 5-2-0 _1 34-10-0 Over 2 Supports R-1377 U=256 W=8" (64946-5U5 / 19176 ( ) - Al) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 -WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. r"«�"�"� 94 REFER TO SCSI 1-03 (8UILDING COMPONENT SAFETY INFORMATION), PUBLISHED 8Y TPI (FRUSS PLATE INSIITUTF. 583 � O'ONOFRIO OR., SUITE 700, MADISON. NI 53719) AND NTCA (NOGG TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE IN, 5�. ! `P NFOISON, Nf 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CMORO SNALI NAPE PROPERLY AT TACHEO STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED NoYR ! RIGID CEILING. . = 1' Li _ "IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE FNSTA(LATION CONTRACTOR. ALPINE ENGINEERED AL P I N E COME ORMANCESMALL WITH BEPIRESP ONS IORL`ABRICATING. HANDLING. SHIPPING. INSTALLING ANYFAILURE IRUS OR FABRICATING.BRACING Of BUILD TRUSSES. A VA SS OF NOS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI, ALPINE DESIGN CONFORMS NIT" APPLICABLE 9�Ic/;��LO CONNECTOR PLATES ARE MADE Of 20/18JI6GA (W,N/5/N) ASiM A657 GR AOE 40/60 (W, K/N,S) GALY. STEEL. APPLY L R, Alpine Ennineered Products, In I O Marley Drive Haines City, FL 33844 EL Calificate of Authorization PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A 7. FNY INSPECTION OF PLATES fOLLOWED BY (1) SHALL BE PER ANNEX A3 OF (PIT 20OZ SEC.3. A SEAL ON 1015 DRAWING 1XGiCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI IAB ILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIS'^ TT OF THE BUILDING OESIGNFR PER ANSI /FPI I SfC. 2. SVE (``V�O• ELE ` �/�71\�` Oct 25 '05 W10 R=1310 U=278 TC LL TC OL BC DL BC LL TOT.LD. DUR.FAC SPACING 7-3-3 9-4-0 E - Scale =.1875"/Ft. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081-- 6067 DATE 10/18/05 DRW liCUS11081 05291CXZ HC-ENG EC/WPF SEQN- 19878 1.25 FROM PFH 24.0" JREF- 1SRE081 Z21 (b4Y4b-nU7 / ly1/U t ) - AC) Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: Rot chord 2x4 SP #2 N Webs 2x4 SP #3 :145, W6, W7, W8, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CL8 and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5X5= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT I1, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced, Attach with (2) 8d Box or Gun (0.113"x2.5*,min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 4X4= 5X5= 2X4111 7-3-3 9-4-0 2X4111 4X4= ''AO 4X4= 4X4= 3X8 (B1) = 1-0-0 I 17-0-0 J_ 14-8-0 _1,3-2-0_I Le 34-10-0 Over 2 Supports R=1380 U=257 W=8" R=1311 U-281 (64946-5U5 / 1917B ( ) A2) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 a 0TY:1 FL 1 E - Scale=.1875" Ft. "WARNING" TRUSSES PEOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. ♦•"••'•• R E F R 0 8 1 6068 R EffIT TO BC5l 1-01 (BUILDING COMPONENT SAFETY INFOPMAT10N1. PU8I.ISHED BI TPI (TRUSS PLATE INSTITUTE. 5B3 r w- T C L L 2 0 - 0 P S F O'ONOF0.10 DR., SUITE 200. MA011111 N1 111111 AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MAO ISOV NI 5349) FOR SAFETY PRACTICES PR ION. TO PERFORMING THESE FOR TION5. UNLESS OTHERWISE INDICATED. Jt T C D L 7.0 PSF DATE 1 0 / 1 8 / 05 TOP CHOPO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED j No. Z RIGID CEILING. * ; * BC DL 10.0 PSF DRW HCUSR081 05291CYO A"IYHPON 7ANTA Ai URNISH A COPY Of THIS OF51GM TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROD UCIS. iMC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE M ' ALPINE muss IN CONFORMANCE WITH III; OR FABRICATING, HANDLING. SNIPPING. INSTALLING 6 BRACING OF TRUSSES. A STATE OF %`` 4,B C L L 0.0 PSF H C- E N G E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE ' V "-- CONNECTOR PLATES ARE NAOC OF 20/18/16GA (W,N/S/RI AST" A111 1, AOE 10/60 11. 1/0.51 GALY. STEEL. APPLY •••��4 0 R�pP.� ��A T 0 T. L D. 37.0 P S F S E O N 19901 „ PLATES TO EACH FACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS Of SI, N. P051TION PER DRAWINGS 160AZ. ONA� ••• D U R F A C 12 5 FROM P F H [' ANT INSPECTION OF PLATES FOLLOWED BY (i) SNAIL BE PER ANNEX Al Of 1911-2002 S[C.3. A SEAL ON THIS {.�\ Alpine En ineered Products, In BRAN ING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ••• �• I Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS IRE RESPONSIB" 9 'TT OF IRE --- Haines City, FL 33844 BUILD(NG OESIGNER PER ANSI/TPI I SEC. 2. Oct 25 5 SPACING 24.ON JREF- 1SRE081_Z21 FILCertificatcofAu"zation (b4N40-Z)UZ) / 171/V t ) - I%J) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W5, W7, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X8(B1) 5X5= 2X4 UI 4X4= 120 mph wind, 15.00 ft mean hgt. ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXIT B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 4X4= 5X5= 6 2X410 4X4= 4X4= 06= 4X4= 5X5= 1-0-0 11 15-0-0 _I I 18-8-0 _Z_P 34-10-0 Over 2 Supports R=1380 U=258 W=8" 2 X4III 7 3-3 9-4-0 R=1311 U=283 (64946-5U5 / 1917B ( } - A3) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 0TY:1 FL 1 E - Scale=.1875" Ft. —WARNING" TRUSSES Rf OUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. QC..... ��� T C L L 20.0 P S F R E F R 0 8 1 6069 REFER TO SC51 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISNED BY TPI (TRUSS PLATE INSTITUTE, 583 GN�3 D""Or R10 DR., SOTTE Z0B. MAp ISO.. MI $3)III AND MICA INDDD IRU55 COUNCIL Of AMEFIT ICA, 6D00 EN iE RPRISf LN. �A MAOISON, MI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. NO. Z T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHOLLD SNALI NAVE PROPERLY ATTACNEO STRUCTURAL PARELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED R 1610 CEILING. BC DL 10.0 PSF DRW RCUSR081 05291CY1 IMPORTANT"FURNiSN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _ PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE f BC L L 0.0 P S F H C- E N G E C W P F ALPINE IRU55 IN COM F00.M.ANCE WITH TPI; ON FABRICATING, HANDLING, SNIPPING. INSTALLING A BRACING OF TRUSSES. "" (` _/ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND 7P1. ALPINE 9 �.� & R� P;' ♦� C ON WECTOR PLATES A0.E HAOE OF 10/18/16GA (W,M/$/K) AS1M A653 GRADE 40/60 (N, K/H. $) GALY. $TIII. APPLY *r.� 4 O RV. \�i T O T LID. 37.0 P S F S E 0 N- 19889 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE IOCATEO ON THIS DESIGN, POSITION PER DRAWINGS 160A E. .. ANY IRSP[ClioN Of PLATES FOLIOWEp BT (L) SNALI eE PER A:NET A3 Of TPII-Z001 SEC.3. A SEAL OR THIS D U R F A C . 1.25 FROM P F H Alpine Engineered Products, In pRAWING INOIC ATE' ACCEPTANCE OF By OFFSSI ORAL ENGINEERING RESP OM SIR II ITY SOLELY FOR THE TRUSS COMPONENT I95O Marley eve BE SIGN SWpWN. THE SUL IABILITY AND USE OF THIS COMPONENT FOR ANT BUILOING 15 THE RESPONSI-' Y OF THE Haloes [A 33844 .Run DINGDfsl6Nfa PER ANSI/ini I SEC. 2. 10 Oct 25 '05 SPACING 24.0" JREF- 1SRE081_Z21 FL Catificate u (64946-bUb / lylin ( ) A4) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W5, W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X8(B1) IPLT TYP. Wav 2X4III 5X5= 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP B. wind TIC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Brar_in g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 2 X4 01 2X4Ili 4X4= " 4X4= 4A4= 4X4= 1-0-0 d 13-0-0 I 21-10-0 _I 34-10-0 Over 2 Supports R=1380 U=262 W=8" ALPINE Alpine En9gineered Products, I 1 0 Marley Drive Haines City, FL 33844 (64946-5U5 / 1917B ( ) A4) R=1311 U=285 6-10-3 9-4-0 Design Crit: TPI-2002 STD FBC 7.20.091 0TY:1 FL 1 E - Scale =.1875" Ft. •'NARKING•• TRUSSES REQUIRE EI/REME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. R Ef ER TO SCSI 1 07 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 D'ONOF... FIR.. SUITE 200. MA0150N, NI $J7191 AllNTCA (N000 TRUSS COUNCIL OF AMERICA, 6J00 ENTERPPISE LN, MADISOR, MI 57719) FOR SAFETY PRACTICES PRIOR TO Pf Rf ORMING THESE FUNCTIONS. UNLE 55 OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED NI&AS IF "« ,.NCNw- fF G F �' J MNI� Zi T C L L T C 0 L 20.0 7.0 P S F P S F REF R 0 8 1 6070 DATE 1 0 / 1 8 / 0 5 DRW HCUSR081 05291cY2 RIGID CEILING. IMPORTANT-r URNESH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCIS. INC. SHALL NOT BE RESPONSIBLE FORANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSS IN CONFORMANCE W170 TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. DESIGN CONFORMS NIT. APPLICABLE PROVISIONS Of 005 (NATIONAL DESIGN SPEC. BY AFAPA) AND IP1. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (N,H/S/K) ASTM A653 GRAUE 40/60 IN. K/H.5) GALV. 5TEEL. APPLY PLATES 10 EACH FACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER OR AWENGS IfiOA-2. ANY INSPECTION Of PLATES FOLLOWED BY (1) SHALL BF PER AMNE1 A. Of TP(...... SEC... A SEAL ON DINTS �'DRAWIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE EPING RE SPON518 i1 I7Y SOLELY FOR THE iR USS COWPKE NT DESIGN SMOMN. THE SUITABILITY AMD USE Of THIS COMPONENT FOR ANY 8111LOIMG IS 1HE RESPONSI° " '�Y OF THE BUII.DING DESIGNER PER AN51/TPI 1 5EC. Z. No. 1 * i 7N t i STA • /4} ••• ^ O{ :�• V /C �•• O R�•"••• `� �YO�V/ONA� � v Oct 2 BC DL B C L L T 0 T. L D. 10.0 0.0 __ 37.0 PSF P S F P S F H C - E N G E C / W P F S E 0 N 19880 -R ----_.-- _-- - D U R . F A C . 1.25 F ROM P F H FROM - SPACING 24.0" JREF- 1SRE081_Z21 ran OAF -CIIC. / 101711 1 1 - A51 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W6, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun na i l s @ 6" OC . A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 6X6= 2X4III 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM-FfR or better continuous lateral bracing to be equdlly spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 5 X 5 = 4X6= 2X4III 3X8(B1) 2X4III 4X4= 4X8= 3X6= 4X4= 3X8= 1-0-0 i 11-0-0 I 23-10-0 J 34-10-0 Over 2 Supports R=1380 U=268 W=8" R=1311 U=281 5-10-3 9-4-0 (64946-5U5 / 1917E ( ) - A5) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09I OTY:1 FL 1 E - Scale=.1875" Ft. "WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F REF R 0 8 1 6071 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'OIIOFRIO OR.. SUITE 200. MAD'SON, MI 537191 AN0 MICA (MOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE LN. MADISOM, MI 537191 FOR SAFETY PRACTICE5 PR10R TO PC OF THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CNORO SNALL NAPE PROPERLY ATTACK. STRUCTURAL PANELS ANO 80TTON CHORD SHALL NAPE A PROPERLY ATTACHED 0.1GI0 CfiIIMG. = FIo.Z . * BC DL 10.0 PSF DRW HCUSR081 05291CY3 IMPORTANT —FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * i PRODUCTS, INC. SNALL N0I BE RESPONSIBLE FOR ANY OEYIATION FROM TX IS OE SIGN; AMY FAILURE TO BUILD THE B C L L 0.0 P S F H C - E N G E C / W P F ALPINE TRUSS IN CONF00.MAMCE NITN TPI; OR FABRICATING. NANOLIMG. SHIPPING. INS TAILING 6 BRACING OF TRUSSES. A �j• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY Af 6PA) AND TPI. ALPINE ,Q CONNECTOR PLATES ARE MADE Of 20/18/164A (W.N/S/K) ASTM A653 GRADE 40/60 (W. K/N.S) GALV. STEEL. APPLY r/f ,��a R1pF TOT . L O . 37.0 PSF S E Q N 19865 PLATE ATES 10 EACH FACE Of TRUSS AND. UHLCSS OTHERWISE IOCA/f0 ON THIS DESIGN. POSITION PER DRAWINGS 160A 2. INSPECTION OF PLATES FOLLOWED BY 11) SNALL BE PER ANNEN A3 OF TP112002SEC3ASEALOMTNIS DUR FAC 125 FR0M PFHAlpine Eneineefed Products, Iri[ARMY OAMING INDICATES ACCEPTANCE OF PR OffSSIa At ENGINEEPING RESPONSIBILITY SOLELY FOR TILE TRUSS COMPONENT DNA` 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING I5 THE RESPONSI-i --Y OF THE -- Hainea City, FL 33W BUILDING DESIGNER PER ANSI/TPI I SEC. Z. I Z O c t 2 SPACING 2 4. 0" J R E F- 1 S R E 0 8 1 Z 2 1 FL Certificate of A (64946-5U5 / 191i1i ( ) AO) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 ti Webs 2x4 SP #3 :W5 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 3X8 (B1) s 5X8= 2X4111 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 5X5= 4X6= 2X401 4X4= 4X8= 4X4= JAC= 3H6- 1-0-0 d I 9-0-0 I 25-10-0 J 34-10-0 Over 2 Supports R=1380 U=273 W=8" R=1311 U=277 t 4-1I0-3 9-4-0 1 (64946-5U5 / 1917B ( ) - A6) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 QTY:1 FL 1 E - Scale=.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. �wEN. T C L L 20.0 P S F R E F R O 8 1 6072 REFER TO BC SE 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TO[ (IRUSS PLATE INSTITUTE, 58N _` `�N E pw- D'DNOFRID OP., SUITE 200. MAO ISO". NI 53119) AMO MICA IN000 TRUSS COUNCIL OF AME RICA, 6300 ENTERPRISE LN. `1N V O f/ MAOISOM, MI 57719I FOR SAFETY PRACTICES P0.[OR TO PENFORMItl6 THESE FUNCTIONS. UNLESS OTHERWISE INDICA,ED. T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORO SHALL MAVF PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED NQ*2 RIGID CETIING. i : 1 BC DL 10.0 PSF DRW HCUSR081 05291CY4 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * lE PR OD UC 75. INC. 5NALI MOI BE RESPONSIBLE f00. kNY OE Y IA"( F0 THIS Of SI GM; ANY FAILURE TO BUILD THE i BC L L 0.0 0 PSF H C - E N G E C / W P F ALPINE IRU55 IN CONfORMANCf NIIH IPi: OR FABRICATING. HANDLING. SNIPPI"G. IMSIALLIRG N BRACING OF TRUSSES. A STATE OF _ _.— DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS LNA T IONAL DESIGN SPEC. DY AF&PA) ANO TPI. ALPINE (� '•tV� _ CONNECTOR PLATES ARE MADE OF 20/IB/16GA (N,H/5/K) ASTM A653 GRADE 40/60 (N. K/N,S) GAIN. STEEL. APPLY 9�•��, R/ Of�.•v T 0 T . L.D. 37.0 PSF S E Q N 19893 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON IN IS OESIG N. POST TEON PER ONAMINGS 160A 2. `O �� • -- '— n ,I ANY INSPECTION OF PLATES FOLLOWED BY (I) SMALL BE PER ANNEX A OF TP11-2002 SEC .3. A SEAL ON T"IS %pNA� c�16 D U R F A C 1 2 5 F R 0 M P F H Alpine Emi a pProducts, In pESMGNGSHONNCATE STHACCEPTABIL I CE TY ANOFUSEIOFATHISGCONPONEN 7 RFOROANYBBUILDINB IS1�111 1Nf ORE SPONSIR THE US S•COMOf Hf HainLnescity%FL 33844 BUILDINGOESIGNER PER ANSI/TPI I SEC. 2. �3 Oct 2 SPACING 24.0" JREF- 1SREO81_Z21 eY rv.:a,...,�..o e..,l....:,*E:..N N567 __- (b4`./40-7UZ) / lJl/O ( ) - n/U) Top chord 2x4 SP 2400f-2.OE J2 2x6 SP #1 Dense: :T3 2x6 SP #2 N: Hot chord 2x4 SP #1 Dense :82 2x4 SP 2400f-2.OE: :133 2x4 SP #2 N: Webs 2x4 SP #3 :W8 2x4 SP #1 Dense: :Lt Wedge 2x4 SP #3: (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",m1n.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. #1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. 8X10% 4X4= 8X8= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. LOcat:Ed anywhere in roof, CAT II, EXP B, wind TC DL-4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X8= 6X12= T2 T 6 r (A) W8 t/ 2X4111 SS1017= 5X14= H1014= 4X4III 4X16 (B3) I 3 -1I0 3 9-4-0 1 1-0-0 I 7-0-0 I 27-10-0 _I 34-10-0 Over 2 Supports R=2722 U-533 W=8" R=2852 U=541 (64946-5U5 / 1917B ( ) A7G) PLT TYP. 20 Gauge HS,18 Gauge HS, Wave R Design Crit: TPI-2002 STD FBC 7.20.091 OTY:1 FL 1 E - Scale=.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. _ _ REFER TO SCSI 1 07 {.UIIUI11 COMPONENT SAFETY INFORMATION), PUBLISNEO BY TPI (TRUSS PLATE INSTITUTE, 587 .+ G Li*M / T C L L 20.0 PSF REF R 0 8 1 6073 HAD ISONIOWIR 53719)TFORRO. SAFETDY I PRACTICESSPR 10RAND WYCA (WOOD TRUSS COUNCIL Of T0 PERFORMING THESE FUNCTIONS. RUNLESS OTHERWISERPRI INDICATED. TOP CHUAO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CMORO SHALL HAVE A PROPERLY ATIACNEO �N T C D L 1.0 P S F DATE 1 0 / 1 8 / 0 5 RIGID CEILING. Plc*2 y BC DL 10.0 PSF DRW HCUSR081 05291CY5 **I MPOR TAN T**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * B C L L 0.0 P S F H C- E N G E C _/ W P F IN. INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FRON THIS DESIGN: ANY FAILURE 10 BUILO THE ALPINE TRUSS IN CONFORMANCE NIT" TPI; OR FABRICATING. HANDLING. SN(PPING, INSTALLIMG A BRACING Of TRUSSES. STATE OF _ DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE s `v CONNEC 70R PLATES ARE MADE Of 20/18/16GA (W.N/5/K) ASTM A653 GRADE d0/60 (H, K/N,S) GAL V. STEEL, EI. APPLY O *. /�//� �P�.�� TOT . L.D. 37 .0 P S F S E O N - 19907 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITEON PER DRAWINGS 160A ZLATES TO .- ---- L ON THIS AlpineEnwineefedProducts, In OR AYINGPINOICAifSPACCFPIANCEOOFOPROFESSIONµLFNGIMEERIpGBE PER EgESPOMSI61L11YX A3 Of OOSOLELY7fORTNFTRUSSACONPONEMT sS��IVAI.{.•V DUR.FAC. 1.25 FROM PFH 1 O Marley Drive OE SIGN SHOWN. THE SUIIABILITV AND USE OF 1NIS COMPONENT FOR ANY BUILDING IS THE RESPONSIPj 4 OF THE •• Haines City, FL 33844 BUILDING DESIGNER PER ANSUTPI I SEC. 2. 4 Oct SPACING 24.0" JREF- 1SRE081_Z21 FL C erti ficate of Authorization # 56 (64V46-5U!) / iyi/b ( - Ab) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 20 SP #3 :W4, W6, W7, W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-10-9 4X6 (R) NI 120 mph wind, 15.45 ft mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.50 ft from roof edge, CAT 11. EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be eyudlly spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 2X4III 4X4= 4X4= 5X8= 4X4= 2X4111 1-0-122-7-4::.j I 18-0-4 _I, 13-9-0 I 31-9-4 Over 2 Supports 'I R=1372 U=254 W=3.5" R=1087 U=219 T 4-I0-3 +9-4-0 1 (64946-5U5 / 1911E ( ) - A8) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 QTY:1 FL 1 E - Scale=.1875" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. •••••••y w- REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58I IV RIGID f� T C L L 20.0 P S F R E F R 0 8 1 6074 0 .0 IT 10 OR.. SUIiE 100. NAD'SEM, NI 531111 AND PICA (WOOD TRUSS COUNCIL Of AMERICA. 6300 EN RP ISE LEE F f/ NAEISON. NI 572I9) FOR SAFETY PRAC7ICE5 PRIOR TO " ORMIRG 1NESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 PSF DATE 1 0 / 1 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED �O•111N RIGID CEILING. = 22 * r* BC DL 10.0 PSF DRW HCUSR081 05291CY6 **IMPORTART* *FUNN ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S PRODUCTS. INC. SHALL NOl BE RESP 0151.11E FOR ANY DEVIATION FROM THIS Of SIGN; ANY FAILURE 10 BUILD SHE ALPINE ,RUSS IN CONLORMANCE WITH TPI: DR FABRICATING. NANULIMG. SNIPPING. INSTALLING b 60.AU NG OF TRBssES. ,o i STAT B C L L 0.0 P PSF H C E N G E C/ W P F DESIGN CONFORMS W[III APPLICABLE ,CABLE PROVISIONS OF NOS INATIOMAI DESIGN SPEC. OY AF bPA) ANO TP 1. ALPINE t� CONNECTOR PLATES ARE MADE Of 10/IB/16GA (W.H/S/K) AST" A653 GRADE AO/60 (W. K/H,S) GA(V. STEEL. APPLY ��•• ��� O •�v TOT . L D . 37.0 P S F S E Q N 19894 PL ATfS TO EACH FACE Of TRUSS ARE. UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION PER DRAWINGS L60A-Z. n�ONAt6` D U R F A C 1.2 5 FROM P F H ANY INSPECTION Of PLATES fO1lOYE0 BY 11) SHALL BE PER AMNEY A7 Of TPII�Z002 SEC.I. A SF AI ON THIS V Alpine Engineered Products, In OR AWING INDICATES AC Cf PTAMCE Of By E5510NA1 CNGINEERIMf. RF SP ORSIBIIITY SOIELY FOR THE TRUSS COMPONENT I950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT (OR ANY BUILDING IS THE RESPON51 T6Y Of THE Oct2 5 ' O 5 MunesCity, FL 33844 BUILDING DESIGNER PER ANSI/7P1 I SFC. 2. 1LJJ�� SPACING 24.0" JREF- 1SREO81_Z21 FL Certificate I' (b494b-DU5 / lyl/U ( ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4 AY W6, W7, W8 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing, substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-10-9 1, 4X6 (R) 11 120 mph wind, 15.40 ft mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin 9 material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. (R ) /// 2X4 ql 4X4= 4X4= 5X8= 4X4= 2X4111 1-0-122-7-4,j I 18-0-4 _1— 13-9-0 J 31-9-4 Over 2 Supports R=1372 U=252 W=3.5" R=1087 U=216 T 4-I0-3 9-4-0 1 (64946-5U5 / 1917B ( ) - A9) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 OTY:1 FL 1 E - Scale=.1875" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 2 0 . O P S F 0.EFEP 10 BCSI I-OJ (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY iPl (TRUSS PLATE INSTITUTE. SBl �Af; `�" ` �s���� REF R 08 1 6075 D-0NOF 0.10 00.., SUIT 200. MAOISON, NI 5J71a) ANO NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MAO ISON, NI 5J119) FOP SAFETY IIACTICES PA III TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE IMDECATEO, T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SNALL MAYS PROPERLY AT TACNED STRUC'OR AL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED = �I �. Y1P1 ` RIGID CEILING. N 2.L BC DL 10.0 PSF DRW HCOSR081 05291CY7 **IMP0RTANT**FURN15x A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEFREO PRODUCTS, INC. SHAH NOT BE RESPONSIBLE FOR ANY OEVIAIION FROM THIS OESION; ANY FAILURE TO BUILD THE C A� ALPINE RUSS IN CONFORMANCE YITN TP1: 0P FABRICATING. IIANOLIND. SHIPPING. INSTALLING B BRACING OF TRUSSES. d� AsP STA F B C L L _ 0.0 P S F H C E N G _E C / W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, DY AFNPA) AND TPi. ALPINE TOT. L0. 37.0 P_SF SEON- 19884 CONNECTOR. PLATES ARE "AOE OF 20/l8/16 GA (N,N/S/KI ASTM A651 ADE 10/60 (W. K/W.S) GALY, STEEL. APPLY VVV PLATES TO E.ACN FACE OF TRUSGR S AND. UNI ESS OT HER LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. • A."PAA __ _ __ ANT INSPECTION Of PIATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF 7PIi 2002 SEC.J. A SEAL ON INI5 w` Alpine Engineered Products, In DRAWING INDICATES ACCEPTANCE OF PROFFSSIONAI ENGINEERING RISPOM51.11111 SOLELY FOR THE IRUSS COMPONENT OI�MN. DUR . FAC . 1.25 FROM PFH I 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIRII^ITV OF 111E --- -- HainesCity,FL 33844 BUILDING DESIGNER PFR ANSI/TPI I SEC. 2, 1 V Oct 25 '05 SPACING 24.0" JREF- 1SRE081_Z21 t f Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :146, W7, W8, W9, 1410 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-10-9 i 4X6 (R) % 6X6= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02. CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP 8, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L1240 total load. 2X4111 5H8_ ZX401 1-0--12, 4-5-4--->j 15-11-4 I 4-2-0 I 11-8-0 _I 31-9-4 Over 2 Supports `1 R=1478 U=257 W=4.95" R=985 U=198 1 4-0-3 9-4-0 Note: All Plates Are 4X4 Except As Shown. (64946-5U5 / 1917B ( ) - A10) PLT TYP. Wave R Design Crit: TPI-2002 STO FBC 7.20.0918 OTY:l FL - 1 E - Scale =.1875" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSIALLING AND BRACING. REf ER TO BC51 103 (BUILDING COMPONENT SAFE TY INFORMATION). ORMATION), PURL ISNED By tII (TRUSS PLATE INSTITUTE. 58] " / T C ILL 20.0 P S F R E F R 0 8 1 6076 DATE 1 0/ 1 8/ 0 5 ALPINE ONO10 00.., SUilE 200. MADI50N, NI 577i9) AND NTCA (MOOD T0.U55 COUMtII OF AME0. ICA, 6J00 EN TE RPR lSE LN, MADI50N. NI 5J7IV) fON 5AfETY PRACTICES PR10A t0 PERFORMING 7NESE FUNCilONS. UUE55 OTHERMISf INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A714CMCO R 1610 CEILING. —IMPORTANT**FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL Not BE RESPONSfe(F FOR ANT I %AIION IND" IHIS Df51GN; ANY FAILURE TO BUILD THE 1R USS IN CONFORMANCE MI TH TPI: OR FABRIC AT ING. HANOL ING, SHIPPING. INSTALLING N BRACING Of TRUSSES. OESIGN CONFORM5 NIIM APPEICABLE PROY151ON5 Of NOS (NATIONAL DESIGN SPEC. BY AI.PA) AND TPT. ALPINE CONN EC OR PLATES ARf MADE Of 20/18".GA (M.H/S/N) AS TM A653 GRADE 40/60 IN. N/H,S) T,ALV. SILTL. APPLY PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS OE51GM, POSITION PER ORAMINGS 160A-Z.ANY ��f.•�CEAI• • /1/ ti = No• * i j • STATE OF r •G 1 `' •� �` p P • �/� �� '•. 4 U R%D •`� T C BC BC TOT. D L DL L L L D 7.0 10.0 0.0 37.0 P S F PSF P S F P S F DRW HCUSR081 05291CYB H C E N G E C/ W P F S E 0 N — 19867 DUR . FAC . 1 .25 -- FROM — -- PFH Alpine En lingered Products, IN Marley Drive Haines City, FL 33844 Haines FL CeftifEut In ORAHIRGPECT IONINDICATES OF PL ON THIS ACCEPTANCE00FOP 1"IE5510NALLENGIN[ERINGERfSPOUSIBII ITYOOSOLELY3FOR THE 1RVSSACOMPONENT DESIGN SHUN". THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSINIIITY OF THE eUFL01.GnmGNER PFR AN51/TPI I SEC. 2. 117 NAIL Oct 2 SPACING 24.0" JREF- 1SREO81_Z21 (64`346-DUb / 191/n t / - M11) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W7, W8, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PLT T 1-10-9 4X6( 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, FXP It, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. nvn� 5X5= 5X8= nvn, 411 4X4= 2X4III 4X4= 4X4= 4X8= 3X6= 4X4= 1-00--0, 6-5-4 I 13-11-4 I 8-2-0 I, 9-8-0 _I ALPINE �,§Qineered Products, I a50 Marley Drive •s City, FL 33844 • of AuthOEization # 567 31-9-4 Over 2 Supports R=1587 U=265 W=4.95" (64946-5U5 / 1917B ( ) - All) R=876 U=182 T 4-0-3 I 9-4-0 1 Design Crit: TPI-2002 STD FBC 7.20.091 QTY:1 FL 1 E - '•WARNINGA° TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. TPI PLATE INSTITUTE, SBJ • T C L L 2 0 . O P S F REFER TO BC 51 I"OJ (BUIl01NG COMPONENT SAFETY INFORMATION), PUNL (SHED BY (TRUSS D'OMOF R.. DR., SUITE 200, MG ISON. WI 53719) AND PICA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE LN. �f.4 Ne ALP. ,fFr NY3 MADISON. YI 53719) FOR SAff TV PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE.. T C D L 7 .0 P S F TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.. �N� = NO• ti BC DL 10.0 PSF '•IMPORTANT•*F110.N1$H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y Z * y 7[ PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOP ANY OEVIAT(ON FROM THIS DESIGN: ANY FAILURE TO BUILD THE 7{ ; B C L L 0.0 P S F TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. PROY1510N5 OF NOS DESIGN SPEC. 11 AF6PA) AND TPI. ALPINE ' BTA�'E. F A S A77 �E /'. ' DESIGN CONE ORMS WITH APPLICABLE (NATIONAL NE PLATES ARE MADE Of 20/18/I66A (Y,H/S/K) A$TM A653 GRADE 40/60 IN. K/N.Sy GALS. STE f.I. AP PLT 9 ••• T 0 T L D 37.0 P S F COM C70R PLATES TO EACH FACE OF TRUSS AMC. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A7.ANY OUR F AC 1.25 114SECVION Of ON THIS PACCEPTANCE LATES OOF WEDPROFESSIONAL SHALL BE PER ERESPONSfBIL 3FOR ACOMPONENT 'L DRAWINGP INDICATES ENGINEERING ITYOOSOLELY THE TRUSS AL AL . . °" ` DESIGN SHOYN. THE SUIIA8ILITY AND USE OF THIS COMPONENT FOR ANY BUILDING I$ THE RESPONSI *Y OF SHE SPACING 2 4.0 " BUILDING DESIGNER PER ANSI/TPI I SEC. 7. 1 $ Oc t Oct Scale=.1875"/Ft. REF R081-- 6077 DATE 10/18/05 DRW HCUSR081 05291CYC HC-ENG EC/WPF SEON- 19895 FROM PFH JREF- 1SREO81_Z21 (64946-SUS / 191/9 ( ) - Alt) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W6, W7, W9, W11 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-10-9 i 4X6 (R) ID r 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT I1, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. t-� 2X4111 4X4_ 5X8= 5X8= 4X4= 2X4111 1-0-12, 10-11-4 'I 0 14-4-4 —1-1 I 7-4-0 1 7-8-0 _I —31-9-4 Over 2 Supports R=1934 U=287 W=8" R=529 U=180 1 4-0-3 9-4-0 t (64946-5U5 / 1917B ( ) Al2) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 0TY:1 FL 1 E - Scale "WARNING'" TRUSSES REOUIRf EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R O 8 1-- 6078 REFER TO BC51 1'0J (BUILDING COMPONENT SAFETY INfO0.NAT[ONl, PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $87 �f 1, F N IN D'OMOFP[0 OR., SUITE 200. MAOISON. MI 537191 ANO WT" (MOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE LN, r G �� f� MAOISON. YI 537I91 FOR SAFETY PRACllCfS PRIOR 70 PE0.fORNlMG THESE FUNCTIONS. UNLESS OINERYISE INOICAlEO. T C D L 7.0 PSF DATE 1 0 / 1 8 / 0 5 TOP CHORD SMALL HAVE PROPERLY ATTACKED SIRUCTURAI. PANELS AND BOTTOM CHORD SNAIL HAVE A PROPERLY AT ACHED R 1610 CEILING. i No. * BC DL 10.0 PSF DRW HCUSR081 05291CYO *"I HPORTANT•`FURNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONT"CTOR. ALPINE ENGINEERED PROOUC IS, INC. SHALL MOT BF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE �{ C BC L L 0.0 P S F H C - E N G E C / W P F ALPINE IRUSS IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING A BRACING OF TRUSSES. " W7 to r DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL DESIGN SPEC. BY AFNPA) AND TPI. ALPINE A "% CONNECTOR PLATES APE MADE Of 20/IB/I6GA (W,H/S/K) ASTN A65J GRADE NO/60 (W. N/N.S) GALY. SLEfL. APPLY 90 Y"� ,c�� ic,�' T 0 T. L 0. 37.0 P S F S E 0 N- 19886 PLATES TO EACH FACE Or TRUSS AND. UNLESS OT14ERWiSE I AT[0 ON TH15 Of SIGN, IDS ITION PER DRAWINGS 160A Z. tir�M" N ANY INSPECTION Of PLATES FOLLOWED BY III SMALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS� "r" D U R , F A C . 1.25 FROM P F H Alpine Engineered Products, In BRACING INDICATES ACCEPTANCE OF PROFE5510NAL ENGINEERING RESPONSIBILiLY SOLELY FOR THE. TRUSS COMPONENT S/pNAL� I I MRflty DFIVe DESIGN SNOW.. THE SU ITAB II IIY ANO USE Of THIS COMPONENT FOR ANY BUILDING IS THE aFSPOMSt " Q' Y OF THE Haines City, FL 33844 6UILOI"l DESIGNER PER ANSI/IDI I SEC. 2. 1 V Oct SPACING 24.0" JREF- 1SREO81_Z21 8 567 _. _. (64 94b-bU5 / lyllb 1 J A13J Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 :W6, W7, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6' OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-10-9 4X6 (R) IN 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXIT B, wind TC DL=4.2 psf, wind BC UL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous laterai bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. t� 2X4 NI 4X4= 5X8= 5X8= 4X4= 2X4111 1 0 12, 10-11-4 14-4-4 I 4-5-0 I 7-4-0 _i— 5-8-0 J —31-9-4 Over 2 Supports R=1934 U=287 W=8" R=529 U=180 1 4-0-3 9-4-0 (64946-5U5 / 1917E ( ) - A13) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.0918 OTY:1 FL 1 E - Scale=.1875" Ft. "WA TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANOIIMG. SNIPPING. INSTALLING AND BRACING. � / T C L L 20.0 P S F R E F R 0 8 1 6079 REFER TO BON. I�07 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE. 587 EN,$�""A 0'OM Of R10 DR .. SUITE 200. MADISON, WI 53718) AND WTCA (TO 0 TRUSS COUNCIL OF AMERICA. 6J00 ENTERPRISE LN, V MA0150:1 NI 5371U) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTNERWISE INDICATED. T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 IOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. } No"4 1, BC DL 10.0 PSF DRW HCUSR081 05291CYF A*IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * i PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANT OfV1AT10N FROM IHIS DESIGN; ANY FAILURE TO BUILD THE " SC L L 0.0 P S F H C- E N G E C/ W P F ALPINE _ TRUSS IN CONFORMANCE WITH IPI; OR FABRIC ANING. HANDLING. SNIPPING. INS/ALLIITG N BRACING OF TRUSSES. STATE OF : Q DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFNPA) AND TPI. ALPP (ME TOT L D 37.0 P S F S E O N 19881 CONNECTOR PLATES ARE MAO( Of 20/18/(6GA (W.H/S/K) ASIM A653 GRADE 40/60 IN. K/H.S) GALY. STEEL. APPLY �` :� 4�P� . . PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED 0" THIS DESIGN, POSITION PER DRAWINGS 160A Z. 9�•AAA'A��O- ANY INSPECTION OF PLATES FOLLOWED BT (I) SNAIL BE PER ANNEX A3 Of TP11-2002 SEC.3. A SEAL ON TH15sNsi D U R F A C 12 5 FROM P F H Alpine Etwi ��yoduc In DRAWING IMO ICATES ACCCPTANCE OF PROFESSIONAL [NGIMFERING RESP OWSIR II IIY SOLELY FOR IN' TRU55 COMPONENT V ONeL `` _-_ __ fi5 Marley DESIGN SHOWN. THE SUIIAB IL IIY ANO USE OF THIS COMPONENT FOR ANY BUILDING I$ I"E NESPOMSI�OY OF 111E P'" Raines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEE. 2. Oct SPACING 24.0" JREF 1SRE081_Z21 FL CWificatE (64946-5U5 / 191/b ( ) - A14) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 511 #3 :W6, W7, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-10-9 H0510= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. i� 2X410 4X4= 5X8= '"O 4X8= 4X4= 2X4111 1-0-12, 10-11-4 14-4-4 I 6-5-0 I 7-4-0 J_ 3-8-0 J PLT TYP. 20 Gau ALPINE Alpine En.ineered,Products, ] Haines City. FL 33844 31-9-4 Over 2 Supports R=1934 U=277 W=8" R=529 U=180 1 4-0-3 9-4-0 (64946-5U5 / 1917B { ) A14) Jave R Design Crit: TPI-2002 STD FBC 7.20.091 QTY:1 FL 1 E - Scale=.1875" Ft. --WARNING-FER TO TIC;, TR-03 USSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. 1)EON OFAT OR[,LSUI7EB200o1"A01SONOXWIT 11119)Y AIIDF WICAT(WOOD TRUSSSCOUNCILT OF AMERICA,L 63001 ENTERPRISE 58N. MAO ISON, NI 537 I91 FOR SAFETY PRACTICES PRIOR TO PERFORMING IHESE FUNCTIONS. UNLESS OT NEaYlSE IND iC A7E0. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 80TTOM CHORD SHALL. HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FuRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P R00 UCT5, INC. SH}ll NOI BE Pf SPONSIBLE FOR ANY OEVIAT ION FROM 7NIS OE SIGN; ANY FAILURE TO BUILD THE IRUSS IN CONFORMANCE WITH TPI: OR FAICA7ING. NANDL LNG. SNIPPING. IMST All IMG N 80.AClNG OF 70.US SF S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC, OY AFNPA) AMU TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (N,H/S/K) ASTH A653 GRADE 40/60 (W. K/N,5) GAIV. STEEL. APPLY Pt ATETO EACM FACE 13 T0.U55 AND. UNLESS OT Mf RNISE LOCATED DM THIS OE SIGN, POST TION PER DRAWINGS 166A j. ANY INSPECTION Of PLAIES FOLLONEO 8Y (i) $HALL BE PE0. AN NET A7 Of Tv111002 SEC.3. A SEAL ON THIS FOR AWING 1RD CAT ES ACC PTAMCE OF PR 0f E5510 N AL ENGINEERING RF SP ONSIR II i TY SOLELY FOR THE 1R U55 COHPONE MOMENT DESIGN SHOWN. INE SUIT AB III TY ANO USE OF THIS COMPONENT 10R ANY BUILDING IS THE RESPONSI Ij TY OF THE BUILDING OfSIGNF.R PER AN51/TPI I SEC. 2. 'LJ1 +•• EHsr.. by i • N0.24 l j ' • * * . M �fA OF 4 i• Cam` ` .�• V Oj(A�•�Ol�1O ••[��� �l Oct 2 T C T C BC B C T 0 T. L L D 1, DL L L L D. 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F REF R 0 8 1 6080 DATE 1 0 / 1 8 / 0 5 DRW HCUSR081 05291CYG H C - E N G E C / W P F -- S E 0 N _ 19899 — -- D_U_ R_. F A C . 1.2 5 FROM P F H -� SPACING 24.0" JREF- 1SRE081_Z21 (b494b-SUS / iyi/b k 1 - AID/ Top chord 2x4 SP #2 N Bot chord 2x4 SP 12 N Webs 2x4 SP #3 :W7 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1 28x3' gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-10-9 If 2X4111 5X5= 4X6 (R) 111 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5% min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. ``^`�"`) 2X4 W 4X4= 4H8 5X8= 2X4III 1-0-12, 10-11-4 J 1 11-11-4 I 4-10-0 _I, 15-0-0 _I —31-9-4 Over 2 Supports R=1931 U=313 W=8" R=532 U=183 +9-4 0 (64946-5U5 / 1917B ( ) - A15) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7 . 2 0 . 0 9 0TY:1 FL 1 E - Scale=.1875" Ft. AG. RIFERN 0 TICS, IUOJELOU, LOING COMPONENTS REOUIRE EXTREME ASAFERE TIYFINFORMAT ONI.HP11111111 BYITPINITRUSSG. TPLATEOINSi171.11 NSBJ �CEIVS'''.N TC LL 20.0 PSF REF R081 6081 D'OM Of RIO OR.. 50(TE 200. MA0150M. NI 53719) AMD NTCA (NIH TRUSS COUNCIL OF AMER IC A. 6J00 ENTERPRISE LN, MAD ISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Na IN L RIGID CEILING. + ; * BC DL 10.0 PSF DRW HCUSR081 05291cvt '*IMPORTANT *•'FURNI VT A COPY OF THIS OFSIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PIT IS. INC. SHALL NOT BE RESPONSIBLE I0R ANY OE YfAIION FROM THIS DESIGN; ANY FAILURE TO BUILD THE A L P I N E TRUSS IN CONfORNANCE WI,M iPl: OR FABRICATING. HANDLING, SHIPPING. INSTALLING b BRACING Of TRUSSES. .� i;. $TAT OF B C L L 0.0 P S F H C- E N G E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AfbPA) AND 7P1. ALPINE 9� ., �� OP.• `�(/ TOT. L 0 37.0 P S F S E 0 N - 19868 CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/S/R) ASTM A653 GRADE 40/60 (W. K/N,S) GALS'. STEEL. APPLY , `•1 PLATES TO EACH FACE Of TRUSS APO. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A.Z. A ........... INSPECTION OF PLATES FOLLOWED BY II) SHALLBEPERARNERAJ OfTP11 2002SEC.J. ASEALON THIS•.`�DUR FAC 1.25 FR0M PFH Alpine Engineered Products, In[A% OWING INOIC AT E5 ACC(PTAMC( Of PR OFE SS 10M Al EMGINEf R IMG RESPONSIBILITY SOLELY FOR "" TRUSS COMPONENT ryA I O Marley Drive Of SIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSI" " " Y Of THE ---- -- — Haines City, FL 33844 BUILOINGOCSIGNFRPER ANSI/TPI ISEC. 2. 22 Oct 25 '05 SPACING 24.0" JREF- 1SRE081_Z21 FL Certificatc of Authorization7 (6494b-yU7 / lylib ( ) A117/ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W7 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. i A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-10-9 i R 2X410 5X5= 5X8= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 2X4III 4X10m 4X8= 4X4= ZX4m - _ I— 1-0-12 d I 9-11-4 I 8-10-0 I 13-0-0 J R=1257 U=255 W=7.25" 31-9-4 Over 2 Supports R=1206 U=234 +9-4-0 (64946-5U5 / 1917B ( } - A16) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7 . 2 0 . 0 9 1 0TY:1 FL 1 E - Scale=.1875" Ft. —WARNING`* TRUSSES REQUIRE EITREME CARE IN FABRICATION, MANDLIMG. SNIPPING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 0 8 1 6082 REFER TO BC51 1�03 (BUILDING COMPONENT SAFETY INfORMATION). PUBLISHED BY TPI (TRUSS PLATE IMSIITUTE, 583 1a -0 GENSF Ny O'ONOf R10 OR., SUITE 200. MAOI SON, NI 53719) AM,) NT CA (MOOD INUS$ COUNCIL OF AMERICA. 6300 1NIERPNISI LN, MAOISON. MI 53719) FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESES FUPC110M5. UNLESS OTHERMISE INDICATED. i T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CMORD SHALL HAVE PROPERLY ATTACHED SINK .Al PANELS AND .011OM CHORD SMALL HAVE A PROPERLY AT i RI61D C,.,ING. 1 = No.22 BC DL 10.0 PSF DRW HCUSR081 05291CYJ " [MPORTANT**FURNISH A COPY OF ixl5 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'k ALPINE Pa00UC75, INC. SMALL NU1 BE RESPOM$[8!1 FOR ANY OI IATIOM FRGH 1N13 OE SIGN; AMY FAILURE TO BUIIo THE B C L L 0.0 PSF H C - E N G E C / W P F TRUSS IN CONE ORMANCf MI7N TPf: OR fABRICATIOG. NAMOL LNG. SHIPPING. INSTALLING 6 BRACING Of T0. U55E 5. a i.. STA Q DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFLPA) AND TPI. ALPINE 9 C O"MECTOR PLAIES ARE MADE OF 10/1B/16GA (W,N/S)R) ASIM A653 GRADE AD/60 (W. R/H,SI OALY. STEEL. APPLY �LL p f�.'•av T O T L D 37.0 P S F S E 0 N- 19871 PL ATfS TO EACH FACE OF TRUSS AND. UNLESS OT HERYISE LOCATED ON THIS DESIGN, POST 110M PER OR N05 160A-7. 0�•(•�MA'p�0 ���• ` LR ANY INSPECTION OF PLAIES FOLLOWED 8Y (I) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS s�UIVAt D U A C . 1.25 FR0M PFH Alpine En1.gineered Products, In .RAYING INOICAIES ACCEPIANCC OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT YYHaunts city, FL 33944 BUILDING0 Marley DriveHDESIGNERTPERSANSI/TPITY AND I SEC Ulf Of THIS CUMPONENT FOR ANY BUILDING IS iNE PESPOMSI^� Y Of IREOct 25 $ P N G 2 4. 0" J R E F- 1 SR E 0 8 1 _Z 2 1 rl . C mifimle of Authodutioll # . (b4y40-'3Ua / >yL/D k I - /AA/I Top chord 2x4 SP #2 N JI 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord, T 1-10 9 5X5= 4X4= 4X4= 5X5= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 2X4III 4X10= 4X4= — 4X8= ZX4111 "'�— 1-0-12 I 7-11-4 I 12-10-0 I 11-0-0 _I 31-9-4 Over 2 Supports _I R=1256 U=255 W=7.25" R=1206 U=235 (64946-51.15 / 1917B ( } - A17) YP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 -MARKING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, "AWOL ING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUB"'"'BY III (TRUSSPLATE INSTITUTE, 583 +/NI O'ONOFRfO OR.. SUITE 200. MADISON. NI 53719) AND NTCA (WOOD TRUSS COUNCIL Of AMEN ICA. 6300 FY TER PRISE IN, HADISO:, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED NO. REG10 CEILING. = IMPORTANT*'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED "PRODUCTS. yy 7� j INC. SHALI NOT BE RESPONSIOLI FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUIID THE A L P I N E INUSS IM CONFORMANCE HIMTPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING Of TRUSSES. AST A DESIGN CONFORMS NI TH APPI. ICAOLE PROVISIONS Of N05 (NATIONAL OESIGN SPEC. BY A 6PA1 AND TP 1. ALPINE ASTH A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY • A �A••• I`/ CONNECTOR PLATES ARE MADE OF 20/10/166A (W.N/5/K) PLATES TO EACH FACE Or TRUSS AND, UNLESS OTHERWISE LOCATED OR THIS OESIGN, POSITION PER DRAWINGS I60A-2. ^�•T�y. Engineered Producf5, 1n 1 0 Marley Drive Hawes City, FL 33844 AMY INSPECTION OF PLATES FOLLOWED BY 0) SHALL Bf PER AM NEK AJ OF TPII-"0' SEC.'. A SEAL ON THIS pRAWING INDICATES ACCEPTANCE OF PRDfE551DNAL ENGINEERING RESPONSIBILITV SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE, RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. 24 f 8.O Oct 25 +9-4-0 QTY:1 FL 1 E - Scale =.1875" Ft. * OF :`ct; TC LL TC DL BC DL BC LL TOT. LO. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081-- 6083 DATE 10/18/05 DRW HCUSR081 05291CYK HC-ENG EC/WPF SEQN- 19897 L� DUR.FAC. 1.25 FROM PFH_ SPACING 24.0" JREF- 1SRE081_Z21 (6494b-bUb / 1y1/b I I - n101 Top chord 2x4 SP #2 N Dot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. T 1-10-9 k 4X4( 5X8= 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. 2X4 NI 5XB= 9X4* 2X4III 4H6- 4X4= 5X8= 4X4= 3X6 (Al) +9-4-0 1-0-12 d I 5-11-4 I 16-10-0 I 9 0-0 _I 31-9-4 Over 2 Supports _I _I R=1256 U=259 W=7.25" R=1206 U=237 W=8" (64946-5U5 / 1917B ( ) - A18) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 0TY:1 FL 1 E - Scale=.1875" Ft. ALPINE Alpine Engineered Products, In l O Marley rive Haines City, FL 33844 **WARNING*` TRUSSES REQUIRE EVIREME CARE IN FABRICATION. MANGLING. SHIPPING. INSTALLING AND BRACING. REF[R TO BCSt 1-07 (BUILDING COMPONENT SIT ITINFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTII.IE. 587 D'ONOf 0.10 OR.. SUITE 200E MAOISON. M[ 57719) AND M,CA (N000 TRUSS COUNCIL Of AMERICA. G70O ENTERPRISE LN. MkDISON, NI 57719) FOR SAFETY PRACTICES PRIOR TO PERT FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R IGi0 CEILING. *'IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS O.SIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE MIT. III; OR FABRICATING. HANDLING. SHIPPING. INSTALLING B BRACING Of TRUSSES. DESIGN CONFORMS WI7H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPAI AND TPI. ALPINE CONNECTOR PLAYS ARE MADE OF 20/18/160A (W,N/S/K1 AS IM AGSI GRADE AO/60 (W. K/H, S) GALY. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS 0711FAMISf LOCATED ON THIS OESIGN. POSITION PER DNA"INGS IGOA-2. ANY INSPECTION Of PIA TES FO LLOMEO BY (11 SHALL DE PER AMNEk AJ OF IP 11 2002 SF C.7. A SEAL ON Till$ pES', IMOICATES ACCF PT ANCE 0f PR Of IS.IDMAL EMGINEf RING RE SPONST8IL I.Y SOLELY FOR 111E TRUSS COMPONENT DESIGN ...... IN. ....ABILITY AMU USE OF THIS COMPONENT FOR ANY 809LOFNG IS THE RESPONSIM "C Y Of THE BU.L.ING DESIGNER PER AN.T/TPI I SEC. 2. 2J / � ;`�CNg""•REF •l*fPPv GNP jj No.2 i * _ # M e * `A F • 4 1 F P: • V� OH AL ti /� Oct T C L L 20.0 P S F T C D L 7.0 P S F BC DL 10.0 PSF B C L L 0.0 P S F _,._ T O T L D 37.0 P S F R 0 8 1 6084 DATE 1 0 / 1 8 / 0 5 DRW HCUSR081 05291CYL H C- E N G E C/ W P F _ S E 0 N- 19873 D U R . F A C . 1 .25 FROM P F H SPACING 24.0" -- — JREF- 1SRE081_Z21 (6494b-bUb / 191/tf Top chord 2x6 SP 2400f-2.OE :T1 2x4 SP #2 N: :T4 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N :132 2x4 SP 2400f-2.OE: :B3 2x4 SP #1 Dense: Webs 2x4 SP #3 :142, W4 2x4 SP #2 N: :Rt Wedge 2x4 SP #3: #1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. 6X81 T G 1-10-9 i 8X12= 4X4= 8X8= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT I1, EXP B, wind TIC DL=4.2 psf, wind BC UL-5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached Lo the bottom chord. Left side jacks have 0-0-0 setback with 0-0-0 cant and 1-2-5 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-2-5 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang. 8X10= 6 r— ' —1 6 AT1 Wd T4 4X4 4X10m H1014= 82 H1014= os 2X4III 4X16 (B3)I= 1-0-12 I 3-11-4 l 20-10-0 _L_ 7-0-0 _I R=2989 U=252 W=7.25" 31-9-4 Over 2 Supports (64946-5U5 / 1917B ( ) - A19G) +9-4-0 R=2659 U=304 W=8" PLT TYP. 20 Gauge HS Wave R Design Crit: TPI-2002 STD FBC 7.20.091 CITY :l FL 1 - E - Scale=.1875" Ft. ••WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOI ING. SHIPPING. INSTALLING AND BRACING. T C L L 2 0.0 P S F R Ef ER TO BCSI 1"03 (BOIL DING COMPONENT SAFETY INFO0.NATION), PUBLISHED BY "1 (TRUSS PLATE INSTITUTE. SB3 ,N.�EN REF R 0 8 1 6085 D'ONOFRIO DR.. SUITE 2D0. M101111, 41 53711) AND MICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN, MAOISON. WE 531191 FOR SAFETY IRACTIC'S PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F DATE 10 / 1 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED /� RIG10 CEILING. i NO•� } 1 BC DL 10.0 PSF DRW HCUSR081 05291CYM **IMPORTANT•*FURNISH A COPY OF THIS DESIGN TO IKE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * iiii 7� • /E ALPINE PRODUCTS. INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE B C L L 0.0 P S F H C- E N G E C/ W P F TRU55 IN CONFORMANCE "TIN iPl: OR FABRICATING. KANOI ING. 5NlPPING. INSTALLING 6 BRACING Of TRUSSES. • STAT 0 (�• DESIGN CONFORMS WITH APPL lCABIE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AfBPA1 AMO iP{. ALPINE A • CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTH A653 GRADE 40/60 (W. KJN,S) GALY. SiEEt. APPLY �•••• �C Qr .'• `F� T 0 T . L D . 37.0 P S F S E O N 19912 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PE0. DRAWINGS 160A-2. �5. Q R` ••_,f�� D U R F A C . 1.25 FROM P F H ANY INSPECTION Of PL ATFS FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TP11 2002 SEC.3. A SEAL ON INIS vp •'•••••Vv A pine En o Ted Products, In DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PESPONSIBILITY 50tILY FOR TILE TRUSS COMPONENT oNa` eY DESI GM SHOWN. THE SUITABILITY AND USE Of THIS COMP OMENT f00. ANY BUILDING IS THE Rf 5PON51p 11rY Of THE -- HaimsCity, FL33844 BUILDING DESIGNER PER ANSI/IP11SEC.2. Z6 Oct SPACING 24.0" JREF- 1SRE081_Z21 L 7 ( b4V40-BU7 / lyl/0 ( ) - Ul ) Tap chord 2x4 SP #2 N :T1 2x4 SP 2400f-2.OE: Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3 :W3 2x6 SP #2 N: :W5 2x4 SP #1 Dense: :W7 2x4 SP #2 N: :Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.000' SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 56 PLF at 0.00 to 56 PLF at 39.42 BC From 74 PLF at 0.00 to 74 PLF at 0.51 BC From 20 PLF at 0.51 to 20 PLF at 8.06 BC From 675 PLF at 6.06 to 675 PLF at 20.06 BC from 564 PLF at 20.06 to 564 PLF at 39.42 BC 2852 LB Conc. Load at 7.06 BC 1634 LB Conc. Load at 34.73 (6) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. (A) (2) #3 or better scab braces. Same size & 80% length of web member. Attach one to each face w/lOd Box or Gun (0.128"x3",min.)nails @ 6" OC. SS0712(R) % 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (10d_Box_or_-Gun_(0.128"x3",_min.)_nails) Top Chord: 1 Row @ 4.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TIC DL-4.2 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chard. Deflection meets L/360 live and L/240 total load. 2X4III 6X8= 0-11-11 8X10 (El) = I +9-4-0 T 4X4% 'A.L4III SS1319= 1UA14= 1LX14= 3A1411l I-c- 12-10-0 4 13-7-0 13-6-0 _I_ 12-4-0 �I 12-7-4 0j5t g 26-4-4 ) 39-5-0 Over 3 Supports R=-3 U=180 W=8" R=17246 U=3629 W=4" R=8574 U=1805 W=11.314" (64946-5U5 / 19178 ( ) - G1) PLT TYP. 18 Gauge HS Wave R Design Crit: TPI-2002 STD FBC 7.20.091 OTY:1 FL 1 E - Scale=.1875" Ft. •`WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANO(ING. SHIPPING. INSTALLING AND BRACING. N REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INST(TUTE. S83 "«"••••" �,. E.. .N,N T C L L 20.0 PSF REF R 0 8 1 6086 O'ONOFRIO OR.. SUITE 200. MADISON, MI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN, �1."'��Ci 3F ,.•1/ MAO ISOM. MI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICAT(O, fff yN. T C D L 7.0 P S F DATE 1 O J 2 2 / 0 5 TOP CMORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED j `' ^' �RSi R IG10 CII, t 1�0•K * 8C DL 10.0 PSF DRW HCUS11061 05295BUJ '*IMPORTANT-FURMISx A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERFO * i PROOUC I5. INC. $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION INCH THIS DESIGN; ANY FAILURE TO BUILD IIIE ALPINE III IM COX WITH TPI; 0R FABRICATING. HANDLING. SHIPPING. INSTALLING B BRACING Of TRUSSES A% ST F B C L L O.O P S F H C- E N G DR/DR DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFTIPA) AND TPI. ALPINF --- CONNECTOR PLATES ARE MADE OF 20/16/I6GA (W.N/S/KI ASIM A653 GRACE AO/60 (W. K/H.S) DALY. STEEL. APPLY • �/ Of.�'�• �Fv TOT . L D . 37.0 P S F S E 0 N - 20062 PLATES i0 EACH FACE Of TRUSS AND, UNLESS OTHERWISE LOCATEO OR THIS OE51GN. POSITION PER 00.AWIx Is 160A 7. /P •�••.` O R�•.• �� ANY INSPECTION OF PLATES FOLLOWED BY (1) SMALL BE PER ANNEX A3 OF TPII 1002 SEC.3. A SEA( ON 1"15 �E , .-_ _._. Alpine EngineeTed Products. In URAMTNL INDICATES ACCEPTANCE OF PR.OFESSIOMAL ENGINEERING RESPO"SIBII ITY SOLELY FOR III[ TRUSS COMPONENT ��P/ONAiL {r• OUR . FAC . 1. 25 [�JREF- ROM JFP I97O Marley DIIYE DESIGN $MOWN. INE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBU(TY OF THE -- Haines City, FL 338" BUILDING DESIGNER PER ANSI/TPI I SEC. 2. 27 Oct 25 SPACING 24.0" 1SRE081_Z21 FL Certificate of Authoriratio _ _ _ (6494b-7U5 / IVItU ( ) - Oil Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W6 2x4 SP #2 N: A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5X8= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and 1./240 total load. 2X4N1 5X8= 3� T 3-I4-3 9-4-0 1 2X4111 4X4m 4X8= 4X4m 2X4111 3X8 (B1) 1-0-0 19-8-0 _1_ 15-4-0 _I_ 6-8-0 _I 34-8-0 Over 2 Supports R=1374 U=273 W-8" R=1305 U=263 (64946-5U5 / 1917B ( ) - 131) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 OTY:1 FL 1 E - Scale=.1875" Ft. --WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDLIMG. SHIPPING, INSTALLING 00 B0.ACIIG. T C L L 20.0 P S F w•14 OF MOFRI0 OR',ISUITE-03 BZ00.IHADISMONMIT53719)YANDFNTCAT(WOOD TRUSSSCOUNCILTOf AMERICAP16300IENTERPRISE5IN i/• E ti�'ti � /� R E F R OS 1 6087 MAD[SON. NI $7719) FON SAF[IV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. •V T C D L. 7 .0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SNALI HA YE PR OPENLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED No• 22 RIGID CEILING. lj i BC DL 10.0 PSF DRW HCUSR081 05291CY0 "* IMPORTANT* *FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.0MCI5. INC. SNALI NOT BE RESPONSIBLE TOa ANY DfYlAtiOM FROM THIS DESIGN; ANY FAILURE TO BUILD THE �•� BC L L 0.0 P S F H C - E N G E C W P F ALPINE TRUSS IN CONFORMANCE "ITN IP1: M FABRICATING. HANDLING. SNIPPING. INSTALLING E BRACING OF TRUSSES. • N EAT : 4 _- / DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL. DESIGN SPEC, BY AFSPA) AND TPI. ALPIIE CONNECTOR PLATES ARE MADF OF Z0/18/16GA (".H/5/K) ASTM A650 GRADE A0/60 IN. KIM,$) GALY. SI"' . APPLY �•••• �(� O[ T 0 T . L 0 . 37.0 P S F S E O N - 19896 P I ATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER OR AY ING$ 160A-Z. ••••• �v R, •••• •�� _ ANY INSPECTION OF PLATES fOLLOWEO 8Y (i) SHAEI BE PER ANNEk AO Of 1P(1 2002 SEC.7. A SEAL ON INIS s�01VAlE�i6 D U R . F A C 1.25 FROM P F H Alpine Engineer�evd Products, In DRAWING INOICATES AC CEPTANCf Of P"OFESSIONAI ENGINEERING RESPOMSVS,'I TY SOLELY FOR THE TRUSS COMPONENT— HBLn 0 City, F1.�33544 BOIL OT MGNOESIGNER IPERSANSAICE.11 AND USE OF THIS COMPONf Nf FOR ANY BUllO1MG IS THE RESPONSI2 6Y OF THE Oct 2 5 SPACING 24.0" JREF 1SRE081_Z21 FL Certifi (6494b-5U5 / iYl/n 1 ) UZI Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP /3 (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 60% length of web member. Attach with 0.1280" gun nails @ 6" OC. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 5X5= 4X4= 120 mph wind, 15.00 ft mean hgt. ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 1I, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)nails. Bracin g material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/360 live and L/240 total load. 4X4= 4X6 (R) 1n ij.k:. T 3-I4-3 9-4-0 1 2X410 4H8 4X10= zx4III 3X6 (B1) 1-0-0 a 1 10-8-0 I 19-4-0 _I, 4-8-0 _1 34-8-0 Over 2 Supports I R=1374 U=275 W=8" R=1305 U=265 (64946-5U5 / 1917B ( ) - 82) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 OTY:1 1 E - Scale =.1875" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOLIMG. SHIPPING. 1051ALLING AND BRACING. REFER TO SCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB7`CEIYS �...•• v /FL TC LL 20.0 PSF REF R081 6088 DATE 1 0 / 1 8 / 0 5 ALPINE D'ONOFa10 OR .. SUITE 700. MAOISON, WE 53719) ANO MTCA (WOOD TRUSS COUNCIL OF AMERICA. 1300 ENTERPRISE LM, MAOISON. NI 537159) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED IT16,0 CE it,MG. AA IMPORTANT*F UPNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE. ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRON TNlS DESIGN; ANT FAILURE ,D BDILD THE toUS$ IN CONFORMANCE WITH TP 1; OR FABa PLCA71NG. NANOL IMG. SHIPPING. INSTALL IMG N BRACING, OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY Af APA) AND TPI. ALPINE PLATES?TO EACH FACE OF ATRUSS ANDE OF . UNLESSWOTHERWISE STM LOCATED ON53 ATN I$ DESIGN. POSIT TO RALY. STEEL. PER OR ANINGS IGOAr7. t� p P� = No. Z i * T�E�C A �.• sTA G OF 9 • V� O/A•FLO R1�p'Y T C BC BC T 0 T. D L DL L L ' L D. 7.0 10.0 0.0 37.0 P S F PSF PSF P S F DRW HCUSR081 05291CYP H C - E N G E C / W P F S E 0 N 19885 OUR DUR . FAC . 1.25 FROM PFH AlpineEnQQineered Products, In I950 Marley L1fjWe Haines City, FL 33844 FL Certificate of Au ANY INSPECTION OF PLATES FOL1 10 BY (11 SHALL BE PER ANNEX A3 OE 1P11 2007 SEC.J. A SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF :IT'S"ENGINEERING 0.fSPON$1011ITY SOLELY fOR THE TaU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIUP ITY OF ,HE BUTLOING DESIGNER PER ANSI/TPI I SEC. Z. 29 AL O c t 2 SPACING 24. 0 " J R E F- 1 S R E 0 8 1 _Z 2 1 (6494(3-bUb / 191/U ( ) - ns) Top chord 2x4 SP #2 N Bot chord 2x4 SP #'2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached 1:o the bottom chord. —1 6 5X5= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. Right end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. AYd - r,Yr;m 9vA III 5X5= AYA= 2X4111 5X8= 3X8 (81) m 3X8= -, 6 4X4= 2X4111 1 0 0 1-0-12 d 1 10 0 0 �.4 q 20-8-0 34-7-4 Over 2 Supports R=1370 U=274 W=8" v ALPINE Alpine Engineered Products, I 19i0 Marley Drive Hatt CiEy, FL 33844 CT /'.w:ti...,Y....F 6.sH.nnsnlinn 9 i[i7 (64946-5U5 / 1917B ( ) - B3) R=1362 U=284 W=8" T 3-I4-9 9-4-0 1 Design Crit: TPI-2002 STD FBC 7.20.09 0TY:1 FL - 1 E - Scale Ft. 'WARNING— TRUSSES REOUIPE EXTREME CARE IN FABRICATION, NANOIIMG, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFGRMA7 I ON). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOf RIO DR.. SUITE Z00. MAOI5DN. NI 53719) AND MICA (MOOD TRUSS CO UNC II Of AMERICA. 6300 ENTERPRISE LN. MAO[SON. MI 537191 FOR SAFETY PRACTICE5 PRIOR TO PERFORMING IHESE FUNCTIONS. UNLESS O7HERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCTORAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED va $r=• ` BEN 4� FN N0.Z2 T C L L T C D L 20.0 7 . 0 P S F P S F R E F R (�=.1875" 0 8 1 6089 DATE 1 0 / 1 8 / 0 5 DRW HCUSR081 05291CZV RIGID CEILING. *IMPORTANT**FURNISH A COPY OF IRIS OESI6N TO THE TNSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 7R U S5 IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING OF IRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 10/I8/16GA (H.H/S/K) ASTM A653 GRADE 40/60 IN, K/N,5) GALV. STEEL. APPLY PLATES TO EAC 11 FACE OF TRUSS AND. AXLE.. OTHERWISE LOCATED ON 7H15 DESIGN, POSITION PER OR AM(NGS 160A-Z.•.y.N•'•,`6` ANY INSPECTION OF PLATES FOLLONEO BY (I) SHAH BE PER ANNEX A3 OF TPII ZO02 SEC.7. A SEAL O. THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPON(NT i M -4 O fA a. �••'•A^�OI"1`O�:•�� {/ `i VV O�A``Y� 11 BC DL B C L L TOT.LD. 10.0 0.0 37.0 PSF PSF PSF H C - E N G E C W P F SEQN- 19872 D U R . F A C . 1.25 FROM ... P F H DESIGN SHOMN. THE SUITABILITY AIR) USE Of THIS COMPONENT FOR ANY BUILDING 15 1HE RESPOM51.11111 OF THE BUILDING DESIGNER PER ANSI/TPI I SEE. 2. 3311 Oct 25 '05 SPACING 24.0" JREF- 1SREO81_Z21 (64946-5uy / lyl/O k i - ov) Top chord 2x4 SP #2 N :T3, T4 2x4 SP #1 Dense: got chord 2x4 SP #2 N Webs 2x4 SP #3 :W11 2x8 SP 2250f-1.9E: A rigid ceiling or continuous lateral bracing at 24" O.C. Must be jproperly attached to the bottom chord. 5X5= nvei%—P 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT ll, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. W11 T 3-4-9 9-4-0 1 2X4111 5X8= 5A5 'hO 4X8= 4X4111 3X8(B1) 1-0-0 i 10-0-0 1 3-4-0 I 21-3-4 J 34-7-4 Over 2 Supports —I R=1371 U=271 W=8" R=1301 U=258 W=8" (64946-51.15 / 1917B ( ) - B4) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 OTY:1 FL 1 E - Scale =.1875" Ft. --WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANO BRACING. REFER TO BCST 1 07 (BUILDING COMPONENT SAFETY INFORMATION), PU......0 aY TPI (TRUSS PLATE IN57ITUiE. 587 N • A. T C L L 20.0 PSF REF _ _ R 0 8 1 6090 DATE 1 0 / 1 8 / 0 5 D'ONOF 0.l0 OP .. SUITE 200. MADISON, NI 577191 AND WTCA (W000 1RUSS COUNCIL OF AMERICA. 6700 EMTEPP0.15E lN, MADISON, NI 57719) FOR SAFETY PRACTICES PR[00. TO PERFORMING THESE fUNCT10N5. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD $HALL. NAVE A PROPERLY ATTACHED �/� NO• ZZ DRW HCUSRO81 O5291CYS A L P I N E RIGIDCEILING. A*IMPORTANT"'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PP OOUCTS. INC. SHALL NOT BE Rf SPONSTBLE f0R ANY OEVIA79ON FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE NIT. TPI: OR rABRICAIIXG. HANDLING. SNIPPING. INSTALLING f BRACING OF TRUSSES. OESI ONCONFORMS WI IN APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC. BY AFNPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/IB/16GA (N,H/5/N) ASTM A657 GRApE 10/60 (M. K/H,$I GAIV. STEEL. APPLY PLATES TO EACII FACE Of 1 1) AND. UNLESS OTMEAN[SE LOCATED UN THIS Of SIGN. POSITION PfR 00.ANING$ I60A-f.ANY _ * S "' • �f 1• .Q S STAT r �5 P •• �v O�•'•••ry it C.LSn,O��� V` BC B C T 0 T DL L L . L D . 10.0 0.0 37.0 PSF P S F P S F H C E N G E C/ W P F S E 0 N - 20019 D U R F A C 1.25 FROM J F P Alpine Engineered Products, In I 11 Marley Drive Haines City, FL 33844 FLCertificmofAuft=tion#561 OR AN INGPINOICA TfS ICIION OFPACCEP TANCf 00r 0PR0Ff.551ORAL LENGIXEERINGE RESPONSIB IL ITVOO50LEL T7f OR THE TR USSACOMPO NEXTIN'S DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIRfl ITY OF THE BUIIOING DESIGNER PIP ANSI/fPI I SEC. 2. 31 YJ Oct 25 ' 0 5 SPACING 2 4. 0" J R E F 1 S R E 0 8 1 _Z 2 1 (6494b-9Ub / lyl/tl ( ) - oau) Top chord 2x4 SP #2 N :T2 2x6 SP #2 N: Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 N: Webs 2x4 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT If, EXP B. wind TC DL=4.2 psf, wind DC DL=5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80`X length of web member. Attach with 0.1280 " gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d Box or Gun (0.113"x2.5",min.)naiIs. Brad n g material to be supplied 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 bottom chord. Deflection meets L/360 live and L/240 total load, LOADING HAS BEEN CALCULATED BY THE TRUSS MANUFACTURER. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO VERIFY AND APPROVE THE LOADING. 3X8(B1) SPECIAL LOADS --(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at -1.00 to 56 PLF at 4.67 TC From 55 PLF at 4.67 to 55 PLF at 20.17 TC From 56 PLF at 20.17 to 56 PLF at 23.93 TC From 55 PLF at 23.93 to 55 PLF at 32.24 TC From 56 PLF at 32.24 to 56 PLF at 35.67 BC From 20 PLF at 0.00 to 20 PLF at 34.60 TC 16 LB Conc. Load at 23.93, 32.24 TC 54 LB Conc. Load at 24.14, 32.02 TC 99 LB Conc. Load at 26.17. 30.00 TC 102 LB Conc. Load at 27.20, 28.97 TC 115 LB Conc. Load at 28.08 BC 12 LB Conc. Load at 23.93, 32.24 BC 34 LB Conc- Load at 24.14, 32.02 BC 47 LB Conc. Load at 26.17, 30.00 BC 42 LB Conc. Load at 27.20, 28.97 BC 53 LB Conc. Load at 28.08 Right end vertical not exposed to wind pressure. 4.11 4.11 5X5= 5X5= -, 6 2X4III "A HLU14= 4X4= nluL.+- yX14= aho (n/ IN 1-0-0 1�0-0 -�- 4-8-0 I 1-9-3 15-6-0 1 3-9-2 1 3-3-4 I , 3 3-4 I 2-4-6 I 34-7-4 Over 2 Supports R=1545 U=391 W=8" 0 =Z�ALPINE Alpine EngQineered Products, 1 1950 Marley Drive Haines City, FL 33844 R=2145 U=698 W=6" T 3-I4-9 9-4-0 1 (64946-5U5 / 1917B ( ) - 85G) Wave R Design Crit: TPI-2002 STD FBC 7.20.09 0TY:1 FL 1 E - Scale =.1875" Ft. "WA NNING** TRUSSES REOU10.f ERTRfXE. CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1'03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLAY F /MSIIiUTE, Sw D'ONOFRIO OR., SUITE ZOO. MADISON. NI 53719) AND MICA (MOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE LN. MAO ISOM. NI S3719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED y_N" EN* S i No. O TC L L TC D L 20.0 7.0 PSF PSF REF R 0 8 1 6091 DATE 1 0 / 1 8 / 0 5 DRW HCUSR081 05291CYU RIGID CEILING. = _ * BC DL 10.0 PSF **IMPORTANT -FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. 5„ALL MDT BE RE $PONS BIf FOR ANY DEVIATION FROM THIS DESIGN: AMY IAILORE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HAMOLING. SXIPPIN6. IM SiALLING B BRACING OF TRUSSES. DESIGN CONE ORNITN APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPIME CONNECTOR ILATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE .0/60 (N. K/H,S) GAL'. STEEL. APPLY PLATES TO 'ACFACE Of TPUSS AND. UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION PER ORAMItl6S 160A7. ANY INSPECTION Of PLATES FOLLOWEO 11 (1) SHALL 11 PER AMNET Al Of TPII-2001 1EC.3. A SEAL 1. THIS ORAWI"GSINOICAT ES ACCEPTANCE OF PROFESSIONAL IM6INEEP.ING 0.ISPONS1.11111 SOLELY FOR THE TNUSS COMPONENT * Me • a S CIA • ��� •'N1� ,ONA16` B C L L TOT . L.D. 0. 37.0 0 P S F P S F H C- E N G E C W / P F S E Q N 19909 0 U R F A C . 12 5 FROM MG K SPACING 24.0" JREF- 1SRE081_Z21 OE SIGH SXONN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING nFSIGNER PER ANSI/TPI 1 5EC. 2. 32 Oct 25 '05 (b4940-5U5 / 191/0 ( ) - L.1J Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. +9-4 0 4X4 (A2) m 4X4 (A2) 1 0 1 0-0 10-0-0 I 10-0-0 _I 20-0-0 Over 2 Supports j R=812 U=180 W=8" R=812 U-180 W=8" (64946-5U5 / 1917B ( ) - Cl) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 OTY:3 FL 1 E - Scale=.3125" Ft. —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. ! =•=']! P T C L L 20.0 PSF REF R 0 8 1 6092 REFER 10 BCSI 1-03 (BUILOING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 GF.N D'DNDFR IO OR .. SUITE 200. MADISON, NI 53719) AND NTCA INDUCT TRUSS COUNCIL OF AMERICA, 6300 ENTER PR l" L". HAD[SON. MI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED No. RIGID CEILING. i f BC DL 10.0 PSF DRW HCUSR0e1 05291CYV —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUC TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL VRE TO BUILD THE $TA OF BC L L 0.0 P S F N C - E N G E C / W P F A L P I N E TRU55 IN CONFORMANCE WITH TPI: ON FABRICATING. HANDLING. SHIPPING, INSTALLING N ACING Of TRUSSES "p OE SIGN CON NIT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFRPA) AND TPI. ALPINE 90 • TOT. L D 3 7.0 P S F S E 0 N 19879 CONNECTOR PLATES ARE WADE OF 20/IB/16GA (W,H/S/k) ASTM A653 GRADE NO/60 fN. N/".S) GAIV. STEEL. APPLY ��•.� . •O Of:." •� PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATEO ON THIS 0 E 5 ION. POSITION PER OR AN INGS 160A Z. •wEAIA� — ,-- --- -- ANY INSPECTION OF PLATES FOLLOWED 8Y (I) SHALL 8E NER ANNEX A3 Of 'PIT 20O2 SEC.3. A SEAL ON THIS � SIONAt�6 D U R F A C 1.25 FROM P F H Alpine Enoeei edpP�oducts, In OR AWING INDICATES ACCEPTANCE Of PROFf SS10N AL ENGINEERING RESPONSIBII ITV SOLELY fOR TH[ TRUSS COMPONE NI I OE51GN SNOW". THE SUITABf(ITY AND USE OF THIS COMPONENT FOR ANY BUI(OING IS THE RESPONSI�(ITY Of THE `- Haines City, FL 33844 BUIIDIMG OE51G"(Q PER ANSI/1P1 I SEC. 2. 3 0 C t 2 5 ' 0 5 SPACING 2 4. 0 " J R E F 1 S R E 0 8 1 _Z 2 1 R E-riff ate of AMthori2ation N 567 (6494b-5U5 / IYI/b ( ) - L.L Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. +9-4-0 4X4 (A2) = 4X4 (A2) _ 1-0-01 I 10-0-0 _I, 10-0-0 _I We 20-0-0 Over 2 Supports it R=814 U=180 W=8" R=755 U=180 W=8" (64946-5U5 / 19170 ( ) - C2) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 OTY:2 FL 1 E - Scale=.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. MANDL ING. SNIPPING, INSTALLING AND BRACING. NN«*** NET ER TO BC51 1-Ol (BUILDING COMPONENT SAFE 7Y INFO0.MATION), PURL ISIIED BY TPI (TRUSS PLATE INSTITUTE. 583 `1� /*� Ns .*N T C L L 2 0.0 PSF REF F R 08 1 6093 D'ONOf R IO OR.. SUITE 100. MADISON. ME 53719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE 1". �i v` Z — -- NADISON. NI 53719) FOR SAFETY PRACTICE$ PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE I"OIEArED' T C D L 7.0 P S F DATE 1 O / 1 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CNORO SHALL HAVE A PROPERLY ATTACHED �O.*�A RIGID CEILING. * 2 1 ,* BC DL 10.0 PSF DRW HCUSR081 05291CYW **IMPORTANT* *FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7{ PRODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY 11%1.1IOM FROM THIS OE51GN; ANY FAILURE TO BUILO THE MIL C /� B C L L 0. 0 P S F H C- E N G E C W P F ALPINE TRUSS IN CONfOPMANCE NITN TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING b BRACING Of TRUSSES.*S STA Or /_ _ DESIGN CONFORMS NI 7A APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFbPA) ANO TPI. ALPINE V CONNEC7OR PLATES ARE MADE OF 20/16/I6GA (N.H/S/X) ASTM A6S3 GRADE dO/6O IN. X/H.S) GALY. STEEL. APPLY "�*�*•,F� 0 R�pP�;�� TOT. L D . 37.0 P S F S E O N - 19891 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION DER DRAWINGS 16OA 1. --- ...._---__ — AMY INSPECTION OF PLAY ES FOLLOWED BY (1) SMALL BE PER ANNEX A3 Of YPII ZOO2 SEC.]. A SEAL ON THIS ►f * {� (` Alpine En ineeredProducts,In ORANING INDICATE$ Af.CEPTAMCE OF PROfE551ONA1 ENGINEERING PESPONSIBIlI1Y SOLELY FOR INE TRUSS COMPONENT ONAL DUR.FAC. 1.25 FROM PFH 120 Marley DrEve DESIGN SHOWN. THE SUIIABIL IIY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 (HE RESPONSIj cV OF THE HaineaCity,FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. 7 4 )Ct 25 5 SPACING 24.0" JREF 1SRE081 Z21 (6494b-SU9 / 1`J1/0 ( Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L1240 total load. 4X4 (A2) HE 4A4 (ALJ = 1a-o -a-o 1 �y 9-0-0 1 2-0-0 I 9-0-0 _1 R=812 U=180 W=8" T TYP. Wave\R ALPINE Alpine Engineered Products, I 1 0 Marley Drive Haines City, FL 33844 0-0-0 Over 2 Supports R=812 U=180 W=8" +9-4-0 (64946-5U5 / 19176 ( ) - C3) Design Crit: TPI-2002 STD FBC 7.20.39 p OTY:1 FL 1 E Scale=.3125" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. ;`�CCf '\•�\ T C L L 2 0.0 P S F R E F R O 8 1 6094 R Ef ER TO SCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPi (TRUSS PLATE INSTITUTE. S87 ,I G D'0 OF OR.. SUITE 200. NAOISON, MI S1719) AND WTCA (MOOD TRU55 COUNCIL Of AHERICA, 6100 ENTERPRISE LN. T C 0 L 7 . 0 P S F DATE 1 0 / 1 8 / 0 5 MAOISON1 MI 53TIB) FOR SAf E TV PRACTICES PRIOR 70 PERFORMING THESE FU NC TLUMS. UNLESS OTHERWISE INO ICA IEO. TOP CM00.D SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED ,l O. 22� t - RIGID CEILING. 1, {� BC OL 10.0 PSF DRW HCUSR081 05291CYX *IMPORTANT* *FURNISH A COPT Of THIS DESIGN TO THE INSTALL AXIOM CONTRACTOR AC TON. ALPINE ENGINEERFO !k s PRODUCTS. INC. SMALL MOT BE B.SPOM51.IE FOR ANY DEVIATION IRON IX15 DESIGN: ANY FAILURE TO BUILD THE $Tiff p B C L L 0. 0 P S F H C- E N G E C/ W P F TRUSS IN CO MFORMAMC( WII" TPI: OR fAaPIC AXING. MANOL ING, SM IPPIMG. INSTALLING b BRACING Of TRUSSES. �• DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 005 (NATIONAL DESIGN SPEC. BY AFNPA) AND TPI. ALPINE ��.• ��� RtOp i `�<(P� T 0 T. L D 37.0 P S F S E 0 N- 19875 CUN NE CTOR PLATES ARE MADE Of IO/IB/16GA (N.H/S/K) ASFN AGSJ GR AOf 10/6tl IN. K/N,S) GAL V. STEEL. CL. APPLY PLATES Ttl F. ACII FACE OF TRU55 AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER ORANINGS L60A-E. p M•*•• "---- ANY INSPECTION Of PLATES AND, BY (1) SHALL BE PER ANNEX A3 Uf TPII-20U2 SEC.J. A SEAL UM THISS�ON AL•0 U R . F A C . 1 .2 5 FROM P f H 'DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL AL ENGINE EKING RESPONSIB LL ITY SOLELY FOR THE TPOSS COMP MINT I'� DESIGN SHOWN. I. SUIIAB It ITY AND USE OF INI$ COMPONENT FOR ANY BUIl01NG I$ THE RESPONSIBILITY OF THE BUI LD ING DE SI GNER pIR ANSI/TPI 1 SEC. 2. 5 Oct 25 '05 SPACING 24.0" JREF- 1SRE081_Z21 (64946-5U5 / 191/tl ( ) - Cap) 2.OE: 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Local.ed Top chord 2x4 SP #2 N :T2 2x4 SP 2400f Dot chord 2x4 SP #2 N anywhere in roof, CAT It. EXP B, wind TC DL:-4.2 psf, wind BC OL-=5.0 psf. Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 4X8= #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. 4X10= +9-4-0 3X8(B1) = 5Aalui7= 1'0- Lr0 1 I 7-0-0 I 6-0-0 I 7-0-0 20-0-0 Over 2 Supports R=1535 U=306 W=8" PLT TYP. Wav ALPINE Alpine Engineered Products, 1 I 0 Marley Drive Haines city, FL 338" R=1535 U=308 W=8" (64946-5U5 / 1917B ( } - C4G) Design Crit: TPI-2002 STD FBC 7.20.091 0TY:1 FL 1 E - Scale=.3125" Ft. ••WARNING•• ERUSSES REQUIRE EX7PEME CARE 1N FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFFR TO SCSI 1.OJ (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ D'ON OFR IO DR., SUITE 200. MA1) M. NI 5J7191 AND YTCA (M000 TRUSS COUNCIL OF AM ERICA, 6300 ENTERPRISE lN. MAD ISO:, NI SJ7191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND ROT TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT—FWRNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION (ROM THIS Of SIGN; ANY FAILURE TO BUILD THE iP U55 IM CON( 00.MANCF WITH TP 1: 00. IABNTCAIIXG. "AWOL ING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS NI TH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC. BY AF6PA) ANO TPI. ALPINE C OMNEC TOR PLATES ARF MADE Of 201181166A (W,H/S/K) ASTM A653 GRADE 40160 (N. K/",S) GALE. STE EI. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE IOCATF.O ON THIS DESIGN. P05ITIOM PE -DRAWINGS 160A.Z. CANT INSPECTION Of PLATES FOLLOWED BY (1) SHA(L BE PER ANNEX A OF TPII 2002 SEC.3. A SEAL ON THIS DRAWING NoICATES ACCEPTANCE Of PROFESSIONAL. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSII�' 1! IV OF THE BUILDING DESIGNER PERANSI/TPI I SEC. 2. 36 �•'•••% � `C/EN$�• !.• NQ•IRINLL i M�L C A '�• SIA F 9 O�•• ��`O �,©��`�v S/ONAt6 Oct 25 0 Ilj _ J Q t�. T C / T C BC BC T O T L L D L OL L L L D 20 7 10.0 0.0 37.0 .0 . 0 PSF P S F PSF PSF P S F REF R 08 1 6095 DATE 1 0 / 1 8 / 0 5 DRW HCUSR081 05291CZO H C - E N G E C / W P F _..---- S E 0 N- 19911 D U R F A C 1.2 5 F R OM P F H _ SPACING 24.0" JREF- 1SRE081_Z21 (b4940-SU7 / 1911b ( ) t4) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 iA rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. 4X8= 4X4= 1-0 0 L<1-11-113.j 1_ 5-4-0 _I, 3-9-8 J 9-1-8 Over 2 Supports R=294 U=180 W=3" R=899 U=180 W=11.314" 120 mph wind, 15.00 ft mean hgt, ASCE 7-02. CLOSED bldg, Located anywhere in roof, CAT II, EXP 8, wind TC 01_-4.2 psf, wind BC DL--5.0 psf. Right end vertical not exposed to wind pressure. #1 hip supports 5-4-0 jacks with no webs. 3-0-3 9-4-0 (64946-5U5 / 19178 ( ) - E4) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 0TY:1 FL 1 E - Scale =.375" Ft. ••WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. 4 +•••••••••1 N T C L L 2 0.0 P S F REF F R 0 8 1 6 0 9 6 REFER 10 BCSI 1"DS (BUILDING COMPONENT SAFETY INFORMATION), OD TRUSSPUBLISHEDCOUNCIL BY TOF (TRUSS PLATE INSTITUTE. SIN _q —_— HADTI 0.1E OR., SUITE 200. MAOISON. NI 53719) AND NTCA (MONO TRUSS COUNCIL S. RUNLESS. THEN ENTER PRISE ED. v T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 MADISON. MI 53719) FOR SAFETY PRACTICES PRIOR TO PERF00.MlNG TNESE FUNCTIONS. UNLESS OTNERNI SE INO [GATED. TOP CHORD SNAIL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED '1O••NAN RIGID CEILING. • 1�� L22 8C DL 10.0 PSF DRW NCUSR081 05291CZI •"1MP0RTANT•"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUC IS. INC. 5NAL1 N01 BE RESPONSIBLE FOR ANY DEVIATION FROM INIS DESIGN; ANY FAILURE TO BUILD THE ALPINE R055 IN CONFORMANCE WITH TP1; DR FABRICATING. HANDLING, SHIPPING. INSTALLING 8 :RACING OF TRUSSES.STA `�-� BC L L 0.0 P S F H C E N G E C / W P F DESIGN CONFORMS MITE APPLICABLE PROYIS (W 0f NOS (NATIONAL DESIGN SPEC. BY K/H.S) AND . ST ALPINE 90.c •�'��� R,OP.•�`F TOT. L D 37.0 P S F S E O N - 19906 CONNECTOR PLATES ARE MADE OF 70/I8/I66A (N,N/S/K) ASiM AGSS GR AOE AO/60 (N, K/N. S) GAL Y. SIEft. APPLY PLATES 70 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON TH15 OE SIGN, POSITION PER DRAWINGS 160A 1. RL O1.Ri D U R . F A C . 1.25 F R 0 M P F fi Alpine Engineered Products, In ANY INSPECTION OF PIA TES FOLLOWED BY (1) SMALL BE PER ANNEX AS Of IP17 1001 SEC 3. A SEAL ON TN15 F�pI ••wR••• � I 0 MBFI DELVE OR AN IMG INDICATES ACC[PTANCf OF PROFESSIONAL ENGINEER LNG Pf SP ONS IB IL.I iY SOLELY FOR TILE TRUSS COMPONENT DESIGN SHO MN. THE SUITABILITY AND IISE Of THIS COMPONENT FOR ANY BU II.D IMG IS THE RE SPOMSI^" 7"Y Of THE —ELCHaines City, FhD33844 BIIILOING DESIGNER PEP. ANSI/TPI 1 SEC, 7. 37 Oct 25 '05 SPACING 24.0" JREF- 1SRE081_Z21 ndcAe of Au lU4 740"7U7 ( 171/o L ) �/ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end All connections to be designed by the building designer. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. SEE DWGS A12015ECO901 FOR ADDITIONAL REQUIREMENTS. 1-0-0 �-5-11-8 Over Continuous Support R=85 PLF U=30 PLF W=5-11-8 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, nol located within 4.50 ft from roof edge, CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Refer to drawing GE-003 or HC26294035 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Deflection meets L/360 live and L/240 total load. Note: All Plates Are 2X4 Except As Shown. (64946-5U5 / 19176 ( ) - HGE) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.0918 0TY:1 FL 1 E - Scale =.375" Ft. ALPINE Alpine Enwineered Products, In 1 0 Marley Drive ftrieBCRY L 33844 8 567 —WA RING— CSITRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING.TO WE 537191Y AND WTCAT(WOOD IRUSSSHED By COUNCIL7REFER USS PLATE O'ONUFR OBDR..LSUITE 200 (BUILDING COMPONENT 0F ME R IC A. 6300I ENTER PR I SETUTE5CN. MAO ISO:. NI 53719) fOR SAFETY PRAC IICES PRIOR r0 PERFORMING THESE fUNCTIONS. UNLESS OTNERWISE INDICATED, TOP CHORD SXALI. HA tlf PR OF EPLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A FROPfRLY ATTACHED RIGID CEILING. •`IMPORTANT'Af UPNISH A COPY Or THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 75. INC. $HALL NOT BE RESP0NSI8LE FOR ANY OEYLATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMfORMANCf WITH IF, OR FABNICAIING. HANDLING. SNIPPING. INSTALLING A BRACING OF TRUSSES. PRO DESIGN CONFORM5 WITH AP PLICA8LE PROW I51005 OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARf MADE OF 20/l8/I6GA (W.H/S/K) ASTM A653 GRADE AO/60 (W. K/X,S) GALY. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OIHE RWI Sf LOCATED ON IN OES(GM. POSITION PER DRAWINGS 160A 2. ANY INSPECTION Of PIAIES FOLLOWED BW (1) SMALL BE PER AXNEI A3 OF IP11 2002 SEC.3.. A SEAL ON IHIS pRAWING '1NOIC.ATES ACCFPTANCf OF PROFE551ONAL ENGINEERING RESPOMSI9ILII' SOLELY FOR III( TRU55 COMPONENT DESIGN SHOWN. THE SUITABILITY ANo USE OF THIS COMPONENT IOR ANY B.ILOING 15 YOE RESPONSI^ " "Y OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 38 NO. *; • STATE OF ,AQ•i �A •••••�t O {.•iV� V _ lN, • G V pNp� {• Oct 2 T C /` T C BC B C T 0 T L L E{ D L DL L L —_ . L D . 20.0 7.0 10.0 0.0 37.0 P S F PSF PSF P S F P S F R E F DATE DRW H C - E S E 0 N R 0 8 1 6097 1 0 / 1 8 / 0 5 -- HCUSRO81 05291CZ3 N G E C / W P F _ - 19888 -"- D U R F A C 1.25 2 5 FROM P F H _—_ SPACING 24.0" _—_ JREF 1SRE081_Z21 Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Deflection meets L/360 live and L/240 total load. T 1-6-3 2X4III 4X4 2X4III 4X8 (R) III 4X4= 4-9-0 Over 2 Supports R=1634 U=315 R=1634 U=315 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT II, EXP B, wind TC DL==4.2 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. Girder supports 34-8-0 span to BC one face and 2-0-0 span to TC/BC split opposite face. (64946-5U5 / 1917B ( ) - MG1) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 0TY:1 1 E - Scale =.375" Ft. ALPINE Alpine En Ineered Products, In P IWg O Marley Drive Hails, City, FL 33844 FL ' Authorization •'NARKING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. 0.EFER TO SCSI I*O7 (BUIIOING COMPONENT SAFETY IMF OR MAilON1. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $87 O'ORO, 0.I0 DR., SUITE 200, MAD IS" WI 571191 ANO NTCA (MOOD T0.U55 COUNCIL OF AMERICA. 6700 ENTERPRISE LN, MAOISON. NI 57719) FOR SAfEI' PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 01610 CEILING. •� IMPORTANT`Ar URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.000CC5. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH IPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING E BRACING OF TRUSSES. OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPAI AND TPI. ALPINE CONNECTOR PLATE$ ARE MADE OF 2O/IB/16GA (N.H/S/kl ASTM A657 GRADE 40160 (W. k/H.51 GALY. STEEL. APPLY ALAIES TO EACH FACE Of IRUSS AND. UNLf55 HALLOTHFRISE LOCATED ON OF I DESIGN, POSITION PER OA SEAL 160A-2. F A SEAL ON IRIS ANY INSPECTION OF PLACES FOLLOWED BY (SS SHALL of PER ANNEX A3 Of I2002 SOLELY DRAM IMF. INDICATES AC CEP LANCE Of PROFESSIONAL fN61Nf FR(NG RESPONSIBILITY SOIELY FOR 1N( TRUSS COMPONENT Of SIGN SNONN. THE. SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RFSPONSIAIITTY Of IRE BU1111N0 DESIGNER PER AN51/TPI I SEC. 1 39 C'��R/ },I ` G ��rCGNt $'""R' j V rII •, r No. 2 } ; C STAT F Q %F P: t/v V 0�AL Oct /FL T C L L 2 0.0 PSF T C D L 7. 0 P S F BC DL 10.0 PSF B C L L 0.0 P S F TOT. L D . 37.0 P S F REF R 0 8 1 6098 - DATE 1 0/ 1 8/ 0 5 _ DRW HCUSR081 05291CZ5 H C- E N G E C/ W P F S E 0 N 19969 D U R . F A C . 1.25 -- FROM J F P -' SPACING 24.0" JREF 1SRE081_Z21 (b4940-9UZ) / I`Pi/U ( ) - no// Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 � 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 0-4-3 2X4(A1) L'1-5-0,j LrE 9-10-1 Over 3 Supports '1 R=389 U=180 W=11.314" 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Hipjack supports 6-11-8 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. R=235 U=180 R=335 U=180 12-10-4 3 9-15 +9-4-0 (64946-5U5 / 1917B ( ) - HJ7) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 OTY:4 FL 1 E - Scale =.375" Ft. *'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. EN, . _ _ REFER 70 BC51 I'03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 A�evN OEN, . T C L L 20.0 R E F R 0 8 1 6099 O'ONO F0. ID OR., SUITE 200. MADISO" MI 5771a) AND NICA (MOOD TRU55 COUNCIL OF AMERICA. 6700 ENTERPRISE IN, MAOTSON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SHALL "AVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED NO. RIGID CEILING. i BC DL 10.0 PSF DRW IlcusRoai 05291CZ6 **IMPORTANT**FuRNT5M A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED " ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIArION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRU55 IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES -0..% STATE OF r•Q B C L L 0. 0 P S F H C- E N G E C/ W P F DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFSPA) AND TPI. ALPINE • Q CONNECT00. PLATES ARE MADE Of 70/I6/I6GA (N,H/5/K) ASIM A657 GRADE 40/60 (N, N/N,S) GAIY. STEFI. APPLY •••.^LO^ R�O4'• N�/ TOT. L D . 37.0 P S F S E O N - 19902 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER ORANINGS 16OA-Z...........�� -- -" ---- -- --- ANY INSPECTION OF PLATE$ FULLOWEO BY (I) SHALL BE PEN ANNEX A3 OF IP11 '0"' SEC.7. A SEAL ON 'HIS �'S/ONAL D U R . F A C 1 .25 F R 0 M P F H Alpine Engineered Products, In ORANING INO ICATES ACCEPTANCE OF BY ENGINEER IN6 RE ........ PON5IR IL I. SOLELY FOR I'll TRVSS COMPONENT _ I 0 Marley Drive DESIGN SHOWN. THE $VITA. n 1TY AND USE OF THIS COMPONENT FOR ANY EVILDING IS THE RFSPONSl4d Y OF THE Haines City, FL33844 BUILDINGDESTGNERPERAN5I/TPIISIC,2. 4 Oct 25 '05 SPACING 24.0" JREF- 1SREO81 Z21 FL C D _ (6494b-5U5 / 1y1/U ( ) - FIJ') Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (r1-5-0,i TYP. Wave\R ALPINE Alpine Enwineered Products, I 1 0 Marley Drive Haines City. FL 338" i-fie--7-6-8 Over 3 Supports -� R=106 PLF U=16 PLF W=2-4-5 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, located anywhere in roof. CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Hipjack supports 5-4-0 setback jacks with no webs. Deflection meets L/360 live and L1240 total load. T + 12-0-3 R=141 U=180 2-11-14 +9-4-0 R=161 U=180 (64946-5U5 / 1917B ( ) - HJ5) Design Crit: TPI-2002STD FBC 7.20.09 OTY:1 FL 1 E - Scale =.375" Ft. "WARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER IO BCSI 1 07 (BUILO ING COMPONENT SAFETY INFORMATION). PURL ISHEO BY TPI (TRUSS PLATE INS ITUTE. $83 D'ONOF0.10 OR.. 5011E 100. MADISON. Wf 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN, HAOISON. W1 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CH0RO SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED N'�•�"• A iF��V�'•O No. T C L L T C D L 20.0 7.0 P S F P S F REF R 0 8 1 6100 DATE 1 0 / 1 8 / 0 5 DRW HCUSR061 05291CZ7 IG10 CEILING. ••[MPORTANT-rORNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.000CIS, INC. $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUIlO THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/I6GA (W.H/S/K) ASTM AGS] GRADE VO/G0 lW, KJH.SI GALY. SIFEL. APPLY INN IN TO EACH FACE OF TRUSS AND. UNLESS OTIIERBE P LOCATED ON OF T DESIGN. POSITION PER DRAWINGS N THIS. ANT INSPECTION OF PLATES FOLLOWED By (I) SNAIL 8E PER ANNEX A7 OF IP112002 SE f.. J. A SEA[ ON THIS 'DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBLI ITY SOLELV FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIAF11TT Of THE BUILDING DESIGNER PER AMSI/TPI ISEC. 2. 41 ){ _ , STATE OF ,•'•�~ �S•• v `_ p�lO����`6`� V F� Oct 2 BC DL B C L L T 0 T . L D . 10.0 0.0 37 .0 PSF P S F P S F H C - E N G E C / W P F S E_O N 19903 FAC 1 25 FROM PFH _DUR SPACING 24.0" JREF- 1SREO81_Z21 (b4y40-7UZ) ) i`11/0 k ) n,3Du) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x10 SP #2 SPECIAL LOADS --(LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 0 PLF at 1.17 to 0 PLF at -1.17 TC From 0 PLF at -1.17 to 27 PLF at -0.01 TC From 27 PLF at -0.01 to 27 PLF at -0.00 TC From 9 PLF at -0.00 to 9 PLF at 0.00 TC From 0 PLF at 0.00 to 60 PLF at 5.04 BC From 0 PLF at 0.00 to 23 PLF at 5.04 TC 18 LB Conc. Load at -1.17 Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 3-4-9 ,1AA 8X8III -2-1� �N­5-0-8 Over 3 Supports R=109 U=180 W=7.625" R=90 U=180 R=44 U=180 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Deflection meets L/360 live and L/240 total load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Calculated horizontal deflection is 0.22" due to live load and 0.08" due to dead load. 18# FROM A SUB -FASCIA BEAM. SUB -FASCIA BEAM AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS. +14-8-3 5-8-0 9-4-0 (64946-5U5 / 1917B ( ) - 06101--HJ50) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.0918 OTY:2 FL 1 E - Scale =.1375" Ft. '•NARNIM6" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING, (TRUSS PLATE 1 T(N000 TOF 5IN. N�.N P.. TC L L 20.0 P S F REF R D 8 1 6101 AMERICA, 6300'. OEONOFRlO OR..ISUI'EB1(TO. HAD [SON. W IT537"1YANOFWTCADR TRUSSSCOUHEDNCIL ENTERPRISE IMAOISON, MI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. �r.f0`��N• J TC O L 7 .0 C' PSF F DATE 1 0 / 1 9 / 0 5 ALPINE Alpine EngIneered Products, In 1950 Marley Drive Haines City, FL 33844 TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCIURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHED ITIG10 CEILING. *"IMPORTANT—FuRNlsx A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUC TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONfORMANCE WITH TPl; OR FABRICATING. HANDLING. SNIPPING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORM5 NITM APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFNPA) AND ITT. ALPINE CONNECTOR PLATES APE MADE Of 20/18116GA (W•H/S/K) ASTM A653 GRADE E0/60 !W• K/H•S) GALT. STEEL. APPLY PLATES TO EA IT FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. ANT INSPECTION OF PLATES IOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TP11 2002 SEC.3. A SEAL ON THIS DRAWING INDICATE5 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY .11 USE OF THIS COMPONENT FOR ANY BUILDING 15 THE R1110M1IRIi 111 Of THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. 42 } E.�` j o• s * * S STA OF 4 '�• Q. L4V 9�•A FAO p1�P'•��F � '�..w.F.. p/ V ONet YYY P� Oct 2 BC B C TOT DL L L . L D . 10.0 0.0 37.0 PSF PSF P S F DRW _ Hcus11081 05292621 H C - E N G E C / W P F S E O N - 17819 R E V D U R . F A C 1 .25 FROM MG K SPAC ING 24.0" JREF- 1SRE081_Z21 (64946-5U5 / 19176 ( ) - HJ27) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x8 SP #3 SPECIAL LOADS --(LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 0 PLF at -1.13 to 26 PLF at 0.00 TC From O PLF at 0.00 to 31 PLF at 2.62 BC From 0 PLF at 0.00 to 23 PLF at 2.62 TC 16 LB Conc. Load at -1.13 Left end vertical exposed to wind pressure. Deflection meets L/240• criteria for brittle and flexible wall coverings. 16# FROM A SUB -FASCIA BEAM. SUB -FASCIA BEAM AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS. 3-4-5 T T 16# R 6X4M 1-8-1 2-7-7 Over 3 Supports R=63 U=180 W=8.188" ALPINE Alpine Engineered Products, I 0 Marley Drive Haines City, PL 33844 h.,13-6-12 R=16 U=180 rr 4-6-9 R=23 U=180 9-4-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT Ii, EXP B, wind TC DL=4.2 psf, wind BC DL-=5.0 psf. Provide ( 2 )6d common nails 0.162"x3.5" toe nailed at Top chord. Provide ( 2 3 16d common nails�0.162"x3.5"k toe nailed at But chord. Deflection meets L/360 live and L/240 total load. (64946-5U5 / 1917B ( ) - 06102-41J27) Design Crit: TPI-2002 STD FBC 7.20.0918 QTY:2 FL 1 E - Scale =.375" Ft. •WARNING** TRUSSES RfOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACG. REFER TO SCSI 1-03 (BUILDING CBRACE SAFETY INFORMATION), PUBLISHED BY TPI ITRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO OR., SUITE 200. MADISON. NI S3719) AND NTCA (W000 THU55 COUNCIL OF AK RICA. 6300 ENTERPRISE lN. MAOISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERTY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUCTS. INC. SHALL NOT Bf RESPONSIBLE FOR ANY BEVI AT ION FROM IH IS DE51OR: ANY FAILURE TO BUILD THE TRUSSIN CONfORMAMCf WITTP1: OR FABRICATING. HANOLIMG. SNIPPING. INSTALLING A BRACING OF raussfs. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 {RATIONAL OESIGN SPEC. BY AFAPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/IB/I4GA (W.H/S/k) ASTH A653 GRADE AO/60 (". k/H,S, GALV. STEEL. APPLY ANY INSPECIION OF PLATES FOLLOHEO BY l„ SHALL BE PER ANNEX A3 OF TP11 20OZ SEC.3. A SEAL GN 1MI5 PLATES TO EACH FACE OF 1PUS5 AND. UNLESS OTHFR4ISF IOCAiED OR TN15 O[SIGN, POSITION PER DRAWINGS 160A1.SN••ONA1.•.—_-- DRAWING INOICAYES AC. C EPTANC.F Of PP OFFSS]ON AL ENGINEERING PE SPOMS IRIL I TY SOLELY fOR THE TRUSS COMPONENT 0f51GN SHOWN. T"E SUITABILITY AMD USE OF THIS COMPONENT FOR ANY BUILDING IS IIIE RESPONSIRi, ITV OF THE BIT 0IN00FSIGNER Pi.R AMSI/iPl 1 5EC. 2. 43 _` - v G ��;".0 N"E f i�C•Z * * i '4 •', STq QF �•'** �`� QP: , �tA4' S/ --•" �N Oct TC L L (` TC D L BC DL B C L L TOT L D . 20.0 7.0 10.0 0.0 0 37.0 PSF P S F PSF P S F P S F REF R 0 8 1 6102 DATE 1 0 / 1 8 / 0 5 - DRW HCUSR081 05291CZY H C - E N G E C / W P F -- S E O N 17825 R E V D U R . F A C . 1.25 FROM MG K SPACING 24.0" ----.--_-- JREF- 1SRE081_Z21 (b4946-5U7 / L1/13 E / - uu/n/ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind BC OL=-5.0 psf. Deflection meets L/360 live and L1240 total load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at dot chord. 12-2-15 R=29 U=180 6(— 3-2-7 4 (�j 9-4-0 3X610 R=225 U=180 T 2X4 (Al) 1-0-0 1 1 5-8-8 �_ 3-8 _1 i-7-0-0 Over 3 Supports —� R=331 U=180 W=8" (64946-5U5 / 19176 ( ) - EJ7A) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 QTY:1 FL 1 E - Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDLIMG. SHIPPING. INSTALLING AND BRACING. "...•"" T C L L Z 0 . 0 P S F REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY IMFORMATIDN). PUBLISH 0 BY TPI (TRUSS PLATE INSTITUTE. 583 r•��CE Nsw••tif, REF R 0 8 1 6103 D'OMOfR[0 OR., SUITE 200. MA.ISON, MI 537i9) AN MICA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LM, G R� MAOISON, MI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERMISE INDICATED, � T C D L 7 .0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY All ACME. j f� RIGID CETI ING. j No. L \ 1 BC DL 10.0 PSF DRW HCUSR081 05291cz9 "IMPORTANT*•FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERFO A{ 3 PILOOUCIS. INC. SHALL 001 BE aISPO111111 FOR All OEYIAIION fROM THIS DESIGN: ANY FAILURE TO BUILD THE B C L L 0. 0 P S F H C- E N G E C W P F ALPINE IN IN CONFORMANCE MITH TP1; OR FABRICATING. HAN.L,MG. SHIPPING, INSTALLING b BRACING OF TRUSSES. ,d "S A7 IA OF Q I DESIGN CONFORMS MIIH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE F P: •tom/ CONNECTOR PLATES ARE MADE OF 20/IB/16GA (N.N/S/N) AS1M A653 GRADE eO/60 lN, N/H,5) GALY. STEEI. APPLY tf T 0 T. L D. 3 7. 0 P S F S E 0 N- 19900 PLATES TO EACH FACE Of IR US S AND. UNlI I OTIIFRNISE LOC Al11 OM 11 T DESIGN, POSITION PER DRAWINGS . 1-11. DUR . FAC . 1. 25 FROM PFH ANY INSPECTION Oi PLATES FOLLOWED BY (1) SMALL BE PER AMNEK A3 OF TPII2OO2 SEC.J. A SE AI UN IRIS V Alpine En aM redDP�roducts, In ORANIM6 INDICATE$ ACCEPTANCE Of PROFESSIONAL fNGIMfFRIMG MESPONS IB IL. , SOLELY FOR INE 7RIISS COMPONENT - i Marley of 51GN SNOMN. THE SUITABILITY AND USE OF lot$ COMPONENT FOR ANY BUILDING IS THE NESPONSIF`4�f Of IHE Oct2 Haines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SCE. 2. SPACING 24. 0 " J R E F- 1 S R E 0 8 1 Z 2 1 FL Certificate of Authori— (64946-5U6 7 lyl/IS ( I - td/ts} Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 4X6= 1-0-0 1 3-8-8 _1_ 3-3-8 _I — —7-0-0 Over 3 Supports —1- R=327 U=180 W=8" 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=4.2 psf, wind 8C DL=5.0 psf. Deflection meets L/360 live and L/240 total load. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at lop chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. +11 2 15 R=80 U=180 2 2-7 R=178 U=180 9-4 0 (64946-5U5 / 1917B ( ) - EJ7B) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 1 0TY:1 FL 1 E - Scale =.375" Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE IX FABRICATION. HANOtING. SHIPPING, INSTALLING AND BRACING. f r EN S N REFER TO SCSI i-O7 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSi1TUTE, SB7 F V "• T C L L 20.0 P S F R E F R 0 8 1 6104 O'ONOfRSUITE 200. MAO ISON, NI 5J719) AND NTCA (M000 TRU55 COUNCIL OF AMERICA, 6760 ENTERPP(SE LN, NAOISOM. NI 57719) TOR SAFETY PRACTICES P0.I . TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. jj} T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SNALL NAYS PROPERLY ATTACHE. STRUCTURAL PANELS AND BOTTOM CHORD SHALL NA YE A PROPERLY ATTACHED l CEO"•N -. RIGID CEiIIMG. ii 1' L BC DL 10.0 PSF DRW HCUSR081 05291CZA **IMPORTANT**F UPRISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI.E ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY I)IIAIION FROM THIS DESIGN; ANY FAILURE TO BUILD THE �+ ALPINE ,R.55 FN COtlF00.MANCE NITN TPI: OR fABRICAiIMG. NANOIING. SHIPPING. IMSTAILING S BRACING OF T0.U55E5 STA Or J•//q,B C L L 0.0 P S F H C E K G E C/ W P F DESIGN CONFORMS WIT APPI IC ABLE PROWIS IONS Of NOS (NATIONAL OE5l6M SPEC. RT AG6PA) AND TPI. ALPINE w v CONNECTOR PLATES ARE MADE OF 70/IB/16GA (N.H/S)N) ASIM A65J GRADE 40/60 (W. 919.5) GALV. STEEL. APPLY 9�••••,n`O R�OP•��� T 0 T . L D . 37. 0 P S F S E Q N - 19892 PLATES TO EACH FACE OF TRUSS AND. UN SS OTNE0.NISE LOC AiE( ON THIS DESIGN. POSITION PER DRAWINGS I60A z. �N ` --- ANY IssvfaloN oT vurfs FOLLOWED BY (1) 5HAL1. BE PER AtlMEk AJ OF IP112902 S€C.7. A SEAL ON THIS O�AL DUR . FAC . 1.25 FROM MGK Alpine Engineered Products, In pp AWING INDICATES ACCEPTANCE OF PROFCSSIONAI CNGINEER IXG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT /Nr _ I 0 Marley Drive DESIGN SHONX. IHE SUITABILITY AMU USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONS- '-Y OF THE Haines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. z. 45 Oct 25 '05 SPACING 24.0" JREF- 1SRE081_Z21 FL Certificate f Audwrization (64946-5U5 / 1917B ( ) - EPQ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end All connections to be designed by the building designer. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF TH'E ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. SEE DWGS A12015ECO901 FOR ADDITIONAL REQUIREMENTS. 4X4= 1-0-0 3-0-0 I 4-0-0 _I —7-0-0 Over Continuous Support -� R-84 PLF U=26 PLF W=7-0-0 120 mph wind, 15.00 ft mean hgt, ASCE 7.02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Refer to drawing GE-003 or HC26294035 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Deflection meets L/360 live and L/240 total load. T 1-10-3 9-4-0 Note: All Plates Are 2X4 Except As Shown. (64946-5U5 / 1917B ( ) - EJ7C) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.0918 OTY:1 FL 1 E - Scale =.375" Ft. "WARNING`- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. �\ N T C L L 2 0. 0 P S F REF R 08 1 6105 REFER TO BCSI 107 (BUILDING COMP ONEYT SAFETY IMFORNALION), PUBl15NC0 BY iPl (T0.USS PLATE INSTITOIE. SB]`CENg~ At O'DN0FRIO OR.. SUITE 200, HAOl5ON. YI 53719) ANO VTCA (NO00 TRUSS COUNCIL OF AMERICA. 6700 ENTERPRISE LN. T C D L 7. 0 P S F DATE 1 D/ 1 8/ D 5 MAOISON, NI 57719) FOR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORO SHALL HAVE PROPERLY AT TACHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j No.2 : * BC DL 10.0 PSF DRW HCUSRO81 05291CZE • « IMP OR TA NT-ruRNISH A COPY OF THIS DESIGN TO THE INSTALLAIION CONTRACTOR. ALPINE ENGINEERED * 1 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE STATE OF �' B C L L 0.0 P S F H C - E N G E C / W P F ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING E BRACING OF TRUSSES. �S 0E51 GM CONFORMS WITH APPLICABLE P0.0VISI ONS OF NOS (NATIONAL OES IGN SPEC. BY AFBPA) AND YPl. ALPINE A/N A / C' CONNECTOR PLATES ARE MA OE OF 20/IB/l6GA (M.H/5/KI AS1M A657 GRADE 40/60 IN. K/H.5) GALV. SlEfl. APPLY r F { :�• � TOT. L D. 37.0 P S F S E O N- 19876 hUILOINr LATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCAIfO ON THIS DESIGN. POSITION PER DRAWINGS 16OA-Z. OjC •� NY INSPEC110N OF PLAYS FOLLOWED BY 111 SMALL BE PER ANNEX A3 Of Ivll-2OO2 SEC.3. A SEAL ON THIS S%pNA1.�� D U R . F A C 1 .25 FROM P F H Alpine Engineered Products, InR AYI NO iNO 7CATE5 ACC, PT ANCF Of PP0fES510NAI ENGINEERING RESPONSIBILTTY SOLELY FOR THE TRUSS COMPONENT 1 0 Marley DrNe ESIGN SHOWN, THE SUITABILITY ARO USE OF TNIS CUMPONENI FOR ANY BUILDING IS THE RESPONS 46TY OF THE HBineBCity, FL 33844 DESIGNER PER ANSI/7PI I SEC. 2. Oct 2 SPACING 24.0" JREF 1SRE081_Z21 (b4`J40-7UD / lul/0 k ) - CJ4/) Top chord 2x4 SP #2 N Bot chord 2x4 SP ,#2 N Webs 2x4 SP #2 N :142 2x4 SP #3: Deflection meets L/360 live and L/240 total load. Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 3-4-9 2X4111 1-0-12 4-7-4 Over 3 Supports R=240 U=180 W=7.25" R=117 U=180 R=50 U=180 14-8-4 5-8-3 +9-4-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC OL=4.2 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162'x3.5'), toe nailed at Bot chord. (64946-51.15 / 1917B ( ) - EJ47) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.2--- OTY:1 FL 1 E - Scale =.375" Ft. '-WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. T C L L 20 .0 P S F REFER TO SCSI 1-03 (BUILOING COMPONENT SAFETY INFORMATION). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. $83 �A `r C.� Q1�"� REF R 0 8 1 - 6106 O'ONOf RIO OR., SUITE IOO MAOISON, WI 53719) AND MICA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE LN. } V ,7c T C D L 7 . 0 P S F DATE 1 0 / 1 8 / 0 5 MAOISON. WI 537191 FOR SAFfly PRACTICES PRIOR TO PE RFOR M IMG THESE FUN CIION S. UNLESS OTHERWISE IROICATf O. J TOP CHORD SHALL MAYS PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAYS A PROPERLY ATTACHED NO" Z283 RIGID CEILING. " BC DL 10.0 PSF DRW HCUSR081 05291CZX "IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t `PRdOUCIS. INC. SHALL NOT BE RESP0NSI811 101 ANY DEVIATION FROM THIS OESIGN; ANY FAILURE YO BUILD i"E M B C L L 0 . 0 P S F H C - E N G _EC/_W P F ALPINE TRUSS IN COMF00.MANCE WITH IPI: 00. FABRICATING. HANDLING. 5HIPPING . INSTALLING 6 BRACING OF I0.USSE5. A a ' 4 L _ OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL OESIGN SPEC. BY AFSPA) AND TPI. ALPINE s ' tom/ i CONNECTOR PLATES All MADE OF t0/18/16GA (N,N/5/K) AST A657 GRADE Ad/60 (Y, K/11, 5) GAL Y. STEEL. APPIY"AA T 0 T . L D . 37.0 P S F S E Q N - 19959 PLATES 70 EACH FACE OfTRUSS AND, UNLESS HALL BESE. LOCATED ON THIS DESIGN. S(C.3.OM PER DRAWINGS THIS Alpine D �N� '� r •�p D U R . F A C . 1 .25 FROM J F P_ ApT IMSP Ef I10N OF ILA I( , FOLLOWED BY (11 51TALl of PER ANNEX A3 OF 1PII-2002 SEC .3. A SEAL OM INIS VSV ``_ Alpine Engineered Products, In 0 AWIWG INOICATIS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON51811ITY SOLELY FOR THE TRUSS COMPONENT V O�AIl, I9i0MarleyDrive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILOING 15 THE RE5PON51T47( OF Till Oct 2 SPACING 24.0" JREF- 1SRE081C'WZ21 Haines City, FL 33844 BUILDING OESIGNER PER ANSI/TPI 1 SEC. 7. i — (b4940-5Ub / 191/V ( ) - L14) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N :142 2x4 SP #3: Deflection meets L/360 live and L/240 total load. Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 3-4-5 2X4III 1-0-12 I4-0-12 Over 3 Supports_) f R=220 U=180 W=7.25" 14-4-1 R=102 U=180 5-3 15 R=43 U=180 9-4-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC OL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 � 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (64946-5U5 / 19176 ( ) - CJ4) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 0TY:2 FL 1 E - Scale =.375" Ft. **WARMING— TRUSSES REOUIRE EKYRE14E CARE 1N FABRICATION. HANDLING, SHIPPING. INSTALLING AMC BRACING. T C L L 20.0 P S F REF R 0 8 1 6107 REFER TO BCSI I"' (BUILDING COMP0NEN7 SAFETY INFORMATION). PUBLISHED BY TPI (TR055 PLATE IMSIITUTE, 563p;� � �� ••A••�% t O'ONOFR IO ON- SUITE 200. HAD ISOM, WI 53719) AND MICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. _`1N Kr� EN HAD ISON, NI S3719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7 .0 PSF DATE 1 0 / 1 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED No.Z283 RIGID CEILING. * BC OL 10.0 PSF ORW HCUSR081 05291000 **IMPORTANT**FURN(SH A COPY Or THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * S ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION INCH THIS DESIGN; ANY FAILURE TO BU IID THE ; SSA F BC L L 0.0 P S F H C- E N G E C/ W P F iP USS I" C0 FORM'"" MI TH TPI: OR FABRICATING. HANCL I.G. SNIPPING. INSTALLING 6 BRACING Of TRUSSES. *� DESIGN CONEORMS WITH APPLICABLE PROVISIONS OF No (N AT 10NAL DESIGN SPEC. BY AFSPA) AND TPI. ALPINE w [� CONNECTOR PLATES ARE MADE Of 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 IN. K/H,S) GALY. STEEL. APPLY �O�*A I�/ Ol��• V T 0 T . L D . 37.0 P S F S E 0 N - 19946 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. ♦�� •L LOW t�� ------ ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEV A3 OF TP11-2002 SEC.3. A SEAL ON 7H1S �M (� c_p`V Alpine En aM iedey pProducts, In O1AWI:GSNOMNCATESTNECSUIPT CE IABILiWY ANOFUSEI0 ATN156COMPONENIRESP FOR NSIBILILOIMG LEL11 YHFORETHE TRUSS111 rCOMPPONEY OF NE S7UIVAI.�d OUR . FAC. 1.25 FROM JFP HaineaCity,FL Drive BE". BUILDINGDESiGNER PFR ANSI/TPI I SEC. 2. 48 Oct 2 r� SPACING 24.0" JREF- 1SRE081_Z21 (64946-bUb / 191/b ( ) - L,JZ0) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N :W2 2x4 SP #3: 'Deflection meets L/360 live and L/240 total load. Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 3-4-5 5.81 1- 2 X 4 III 1-0-12 2-8-8 Over 3 Supports R=173 U-180 W=7.25" +13-8-3 R=63 U=180 4-8-1 R=28 U=180 9 4-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL-4.2 psf, wind BC DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must. be properly attached to the bottom chord. Provide { 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (64946-5U5 / 1917B ( ) - CJ28) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 OTY:2 FL 1 E - Scale =.375" Ft. "WARNIN6A• TRUSSES REQUIRE EXTREME CARE iN FABRICATION, MANGLING, SHIPPING. INSTALLING AND BRACING. N".«...y _ _ NET' To TO BCSI t-O3 (BUILDING COMPONENT SAFETY INfORMATIOM), PUBLLSNFO RY iPl (TRUSS PLATE INSTITUTE, 1B7 �✓,f� E p 0�.� T C L L 20.0 P S F R E F R 0 B 1 6108 11'".1 10 DR.. SUIiE 200. MADISON, MI 57719) AND MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MAD ISO:, MI 57719) FOR SAf ET PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. "' T C O L 7.0 PSF DATE 1 0 / 1 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED O• Rp RIGID CEILING. N LL yy S' * BC DL 10.0 PSF DRW HCUSR081 05291001 `IMPORTANT —FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED 7� y APNOOUCIS. INC. SMALL NOT BE RE5PONSIBLE FOR ANY OEVIAII(IN FROM THIS DESIGN; ANY FAILURE TO BUILD THE �+��LT B C L L 0.0 P S F H C - E N G E C W P F ALPINE INUSS I CONFORMANCE WITH IP1: OR 1ABNICATIMG. NAWOLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. 4 FMI Q' / DESIGN CONE ORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN $P EC. BY AFAPA) AND IPI. ALPINE 9 A �L�. CONNECTOR PLATES ARE MADE OF 20110/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/H,5) GALV. STEEL. APPLY - ••�� {� • •�• v TOT. L D . 37.0 P S F S E O N - 19950 =Z� PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-1. 0� w ' O ••j0��•` ANY INSPECTION OF PLATES FOLLOWED BY (1) SMALL BE PER ANNEX .V3 OF TP11 20U2 SfC.3. A SEAL ON THIS �J•so��t D U R . F A C . 1 .2 5 FROM J F P Alpine Enwineered Products, In pp AW LNG IMOICATFS A(CE17ANf,E Of PR OffS510NA1 ENGINEERING RESPONSl81l ITY SOLELT FOR THE TRUSS COMPONENT { Y 1 0 Marley Drive OESIGM SNONp. TILE SUITA:IL ITY AN0 USE Of 7N IS COMP OWENI FOR ANY BUILDING IS THE RE SPONSI"�� Y OF THE —' Haines City, FL 33844 OUILOING DESIGNER PER ANSI/TPI I SEC. 2. 49 O c t 25 5 SPACING 2 4.0 " J R E F- 1 S R E 0 8 1 _Z 2 1 EL Catificatc of Auftrization # 567 (6494b-bU) / 191/6 ( ) - I.JC/I Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N :W2 2x4 SP #3: Deflection meets L/360 live and L/240 total load. Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 3-4-5 5.81 (- 2X4III 1-0-12 2-7-9 Over 3 Supports R=170 U=180 W=7.25" R=60 U=180 13-7-12 4-7-10 R=27 U-180 +9-4-0 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL--5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Bot chord. (64946-5U5 / 1917B ( ) - CJ27) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 OTY:2 FL 1 E - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EATREM€ CARE IN FABRICATION, "ANGLING. SHIPPING. INSTALLING AND BRACING. .••�"•"•••.N TC LL 20.0 PSF REF RO81 6109 REFER TO GCS( 1 03 (BUILDING COMPONENT SAFETY INf ORMAT[ON). PUBLISNEO BY TPI (TRUSS PLATE AiE INSTITUTE. 5B3 y�{,IA ENS�•�Z a IONOFIIIO DR., SUITE 100. MA0150M, YI 537191 AN NTCA (Y000 T0. U55 COUNCLL Of AMERICA, 6300 ENTERPR ISf LN. �% f MADISON. YI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD INALL HAVE PROPERLY AT IACHEO STRUCTURAL IANELS AND ..IT. CMORO SHALL NAVE A PROPERLY ATTACHED ��. -_-. R I610 CEILING. +' Fyt BC DL 10.0 PSF DRW NCUSR081 05291D02 —IMPORTANT—FUR NISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ^ ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TI115 DESIGN; ANY FAILURE TO BUILD THE Z"R B C L L Oi0 PSF H C- E N G E C/ W P F IRU55 IN CONFORMANCE WITH TPI: OR FABRICATING. HANOL LNG. SNIPPING. INSTALLING 6 BRACING OF TRUSSES. %.• w s • DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AfRPA) AND TPI. ALPINE 0 T 0 T L.D. 3 7.0 P S F S E 0 N - 19942 CONNECTOR PLATES ARE MADE OF 20/l8/16 GA (Y,N/5/K) ASTN A653 GN AOE 10/60 (N. N/".5) GALY. STEEL. AP11Y ',� •`.O a` . PLATES TO EACH FACE OF TRUSS AND. UNLESS MALL BISE P. ANNE% ON Of T DESIGN, POSITION PER DRAWINGS SEAL 160AI7. �t D U R . F A C . 1.25 FROM J F P Alpine EnQineered Products In ANY INSPECTIO W.. Of PLATES FDLLGNfO BY (1) SHALL BE PER. AM M(K k7 Of iP(I 1002 Sf C.I. A SEAL OR T111$ V I95O MBt1 U(jVC Y ORAYIMG INOICATOF ACC FPT AMC OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR III[ TRUSS COMPONENT CY OE SIGN SNOYM. THE St11TABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIPgO OF IHF Hai City 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. Oct 25 '05 SPACING 24.0" JREF- 1SRE081_Z21 (04y40-7U0 / a71/D ( ) - I.UGA) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N :W2 2x4 SP #3: Deflection meets L/360 live and L/240 total load. Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 3-4-9 2X4III R=45 U=180 13 5-8 4-5-7 R=21 U=180 9-4-0 1-0-12 2-1-12 Over 3 Supports R=155 U=180 W=7.25" T TY ALPINE Alpine Engineered Products, I 1 0 Marley Drive Haines City, FL 33844 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT 11, EXP 8, wind TC DL=4.2 psf, wind 8C OL 5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. MusL be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5*), toe nailed at Bot chord. (64946-5U5 / 1917B ( ) - CJ21) Design Crit: TPI 2002 STD FBC 7.20.09 OTY:2 FL 1 E - Scale =.375" Ft. 'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISNEO BY TPI (TRUSS PLAY INSTITUTE. SBJ �..« . G �I**% T C L L 2 0.0 P S F REF R 0 8 1 6 110 I, OFDR.. SUITE 200. MAOISON. WI 53719) ANO WTCA IM000 IRU55 COUNCIL OF AMERICA, 6300 ENTERPRISE LN, `*.. SF DATE 1 0 / 1 8 / 0 5 MAD ISOM, MI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. tfv`� T C D L 7.0 PSF TOP CMORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED i 1 = No.222 7{ 1fN BC OL 10.0 PSF DRW HCUSR081 05291DO3 H C - E N G E C / W P F PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING N BRACING OF TRUSSES. A :: : STATE OF ' B C L L 0.0 _ P S F S E O N 19955 OE SIGN COMF ORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND 7PI. ALPINE PLATES TO EACHPLATFACE E OFATRUSS ANDE OF . UNLESSMOYIIERWISE SLOCATED ON ATHIS0DESIGN. POSITIONALV, STEEL, APPER DRAWINGS 160AT1. ANY INSPECTION Of PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 Of TP11-1001 SEC.3. A SEAL OM THIS OR AWING INDICATCS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSTSIIITY SOLELY FOR IMF TRUSS COMPONENT , �Lv IC •(•�F� OE1, �••�v ONAL TOT . L D . 37.0 PSF D U R . F A C_. 1.2 5 FROM J F P OE $IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPON51 ^ j'Y OF THE BUILDING DESIGNER PER ARS17TP1 I SEC. 1. EJ•, Oct 2 SPACING 24.0" _ JREF- 1SREO81_Z21 (b4 94b-9Un / 1711V ( ) - C5J/) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=171 U=180 R=83 U=180 2X4(A1) 1-0-0 --7-0-0 Over 3 Supports Do R=331 U=180 W=8" 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL-4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L1240 total load. 12-10-4 3-10-3 9-4-0 (64946-51.15 / 1917B ( ) - EJ7) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 QTY:29 FL 1 E - Scale =.375" Ft. "WARN INB`• TRUSSES REOUIBE ERTREHE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANO BRACING. "A•«••••� R E F R 0 8 1 6111 0.EFER TO BC51 1-tl3 (BUIl01N, COMPONENT SAFETY INFORMATION). PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 507 f"�`f"C. N 6�••N T C L L 20.0 P S F O,ONOfR lO D0... SUIII 200. MAOISON, NI 53719) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTENPRISE lN, V Of 141�/ MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CNONO SHALL "AVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED NoA RIGID CEILING. y " BC DL 10.0 PSF DRW HCUSR081 05291CZG —IMPORTANTA �f URMISM A COPY OF THIS DESIGN TO TILE INSi ALLATION CONTRACTOR. ALPINE ENGINEERED 1'N / PRODUCTS. INC. SHALL NOT BE PESPOMSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUllp INEw OF• B 1. L L 0.0 PSF H C - E N G E C _W P F ALPINE TNU55 IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING S BRACING OF TRUSSES. : Q /._____ DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE ��••F� O R��P•. �(T 0 T . L D . 37.0 P S F S E O N - 19864 C OHM EC TOR PLATES ARE MADE OF 20/18/16GA (W,N/S/K) AST" A653 GRACE !0/60 Ill. K/H.S) GALV. STEEL. APPLY �N PLATES TO TION FACE OF TRUSS AMC. UNLESS OTHERWISE LOCATED ON Of T OE510N. POSITION PER DRAWINGS SEAL N THIZ. Csp,O "�� p` D U R . F A C . 1.25 FROM P F H Alpine En,Aineered Products• In ANY INSPECTION Of PLAYS fOLlONfO BY (l) SHALL NE PE0. ANNEX A3 OF 7P1I 2002 SEC.3. A SEAL ON THIS {) N — I O Marley DnVG BR AWING INDICATES AC CEPTAMCIL OF PR OFES510NA1 ENGINEERIN6 "ESP ON5181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOMM. ENE SUITABILITY AND USE Of YHIS COMPONENT FOR ANV BUILDING I$ THE RESPOWSIe� 1 Of 111E HaiTlesCity, FL 338M BUILDING Of SIGNER PER ANSI/TPI I SEC. 2. 5 Oct 25 '05 SPACING 24.0" JREF- 1SRE081_Z21 F[. CPAtifieafe OtAuthofi7aEion # 567 __— _ (64946-nU7 / 1`J1/V ( ) - tU�) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC 9L=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"x3.5" toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5°;, toe nailed at Bot chord. R=128 U=180 R=62 U=180 1-0-0 �-5-4-0 Over 3 Supports R=269 U=180 W=3" Deflection meets L/360 live and L/240 total load. T+ 12-0-4 3-0-3 9-4-0 (64946-5U5 / 1917B ( ) - EJ5) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 QTY:1 FL 1 E Scale =.375" Ft. "WARNING- TRUSSES REOUIRE EXTREME CARE TO FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. .R°°"°- 4 REFER TO SCSI 1 07 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE IN5TIIUTE. 587 ENs,F Ny T C L L 20.0 P S F REF R 0 8 1 6112 D �ONOFR IO DR., SUIIf 200. MA0150N. NI 53719) AND WICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 fMTERPR ISf LN. MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NOICATED. S T C D L 7.O P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOT70M CHORD SHALL HAVE A PROPERLY ATTACHED O°�� RIGID CEILING. i � BC DL 10.0 PSF DRW HCUSR081 05291czN *I MPORTANT•'FURNISX A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE I� i B C L L O.O P S F H C - E N G E C / W P F I0.USS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING B BRACING OF TRUSSES. • l� f f DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFNPA) AND TPI. ALPINE w s CONNECTOR PLATES ARE MADE Of 20/16/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,5) GALV. STEEL. APPLY �fA"� �` T 0 T . L D . 37.0 P S F S E Q N - 19890 P PLATES TO EACH FACE OF TRUSS AMC. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. �i(S. /`0..0 �• D U R . F A C . 1.25 FROM P F H Alpine Engineered Products In ANY INSPECTION OF PLATES FOLLOWED BY (I) SHAI! BE PfR ANNEX AJ Of TP11 2002 SEC.3. A SEAL ON THIS N L f DRAWING INDICATES ACCEP IANCE Of PPOFE SSIONAI. ENGIMffRING PESPONSIBIIITY SOLELY FOR THE TRUSS COMPONE NI I 0 Marley Drive OE 5IGN SMDWN. iMI SUIiAB IL ITV AM0 USE Of THIS COMPORENI FOR ANY BUILDING IS THE RE5PONSI" "YY Of THE ---- Nai7lesCity, FL 33844 BUILDING DESIGNER PER ANSI/IPI l SEC. 2. 53 Oct 2 SPACING 24.0" JREF 1SRE081_Z21 FL C 6 (64946-5U5 / iVilb ( J - tODA) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. R=123 U=180 12-0-4 3-0-3 9-4-0 R=-101 U=180 120 mph wind, 15.00 ft mean hgt, ASC€ 7-02, CLOSED bldg, Located anywhere in roof. CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Deflection meets L/360 live and L/240 total load. 1-0 0 �-5-4-0 Over 4 Supports —� R=245 U=180 W=3" R=192 U=180 W=11.314" (64946-5U5 / 1917B ( ) EJ5A) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 OTY:1 FL 1 E - Scale =.375" Ft. ALPINE 7tpine Engineered Products, III I 4 Marley Drive Haines City, FL 13W Fl. Certificate of Authorization IE7 •*MARRING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING.` PETER TO BCSI 1-01 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0'ONOFp10 00.., SUITE 200. MAOISON, NI 57719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6700 ERIE R PRISE LN, MAOISON, NI 57719) FOR SAFETY PRACTICES PRIOR i0 PERFOpMINO THESE IUNC1I0N5. UNLESS OrNEHWISE INOICAIEO. TOP CHORD SMALL HAVE POOPEELY ATTACHED STRUCIURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CETI ING. —IMPORTANTA•Fup NISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PPOOUCIS. IXE. SHALL Or BE NESPONSIBLE FDR A»Y DEVIATION fROX THIS DESIGN: ANY FAILURE ID BUILD THE TRUSS IN CONF OPNANCf MI TN iP{; 0R FABR LC ATlMG. NAM pI ING. $NIPPING. INSTA LI ING 8 BR ACING OF T0.US Sf S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEC. BY AFAPA) AMU TPI. ALPINE CONNECTOR PLAT ARE MADE Of 20/1e/16GA (N,N/S/K) AS TM A65J GRADE XO/60 (N, K/N,Sj GAL Y. STEEL. APPLY PLATES 10 EACH IACf OF TRUSS AND. UNLESS OTHERWISE LOC ATfO ON TO" OE SIGN, POSITION PER DRAWINGS T60A 2. AMY INSPECTION OF PLATES f.11OWED BY (Ij SHAH BE PEN ANNEX A3 OF TPII.2002 SEC.]. A SEAL ON THIS pp AWING INDICATE' AC Cf.PTANCE OF PROFESSION AI ENGINEERING RE $P OMSIBll I7T SOLELY f00. THE IP.USS COMPONf Mt DESIGN SHOWN. THE SUI LABILE ITV AMO USE OF iM15 COMPONENT FOR ANY BUILDING 15 THE R`0` " " Y OF THE BUILOINGDESIGNER PER ANSI/TPI I SEC. 2. 54 •P �/ �i �i f v`�EIr/• ,� -O• ZZ } *'s * •O $TA 0 ; q 90•••••FLQ� A► �i SIUIVAL "- /� Oct 25 '05 T C L L T C D L BC OL BC L L _ T 0 T . L D . 2 0.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R O 8 1 6113 - DATE 1 0 / 1 8 / 0 5 --- DRW HCUS11081 05291CZJ H C - E N G E C / W P F S E O N 19862 ------ - D U R F A C 1.25 FROM P F H SPACING 24.0" JREF- 1SRE081_Z21 (b494b-bUb / 191/13 ( J - kUZ)) Top chord 2x4 SO #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. R=119 U=180 T+11-10-4 6j- 2-10-3 :: T 9-4-0 R=57 U=180 2X4(Al) 1-0-0 �-5-0-0 Over 3 Supports R=258 U=180 W=8" (64946-5U5 / 1917B ( ) - CJ5) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.091 QTY:B FL 1 E - Scale =.375" Ft. —WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANOLING. SNIPPING. INSTALLING AND BRACING. N•••"• y REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 �./` ENgF� TIC L L 20.0 P S F R E F R O 8 1 6114 O'ONOFRIO OR., SUITE 200. NAOISON, NI 57719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, v V •�y HAD ISON, NI 53719) FOR SAFETY PRACTICES PRIOR 10 PERF OHM N6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATE). T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SMALL HAVE PROPERLY ATTACHEO STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED = No. 22 RIGID CEILING. 1 * BC DL 10.0 PSF DRW Hcusaoat 05291czx *IMPORTANT •AfURNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i ALPINE *PRODUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANY O1%ATION FNOM THIS OESIGN; ANY FAILURE TO B111L0 THE 6 C L L 0.0 P S F H C E N G E C W P F iP U55 IN CONFORMANCE NIT" TPI; OR FABR IC AiIN G. HANDLING. SNIPPING. INSIALI ING 6 BRACING OF TRUSSES. A �. CT . f�a. / DESIGN CONF 0RM5 41TIl APPLICABLE PROV15IONS OF NOS (NATIONAL DESIGN SPEC. BY Af6PA) AND TPI. ALPINE I� -. CONNECTOR PLATES ARF NAOE Oi 20/IB/l6GA (N.H/5/KJ ASTN A657 GRADE 40/60 (N. 1(/H,S) GALV. STEEL. APPLY O� •. Fio RIpQ::''.�v TOT. L D . 37.0 P S F S E Q N - 19877 PL ATFS TO EACH FACE Of TRUSS AND. UNLESS SHALL LOCATED ON THIS DESIGN, POSITION PER DR ASAL�S lfiOA -Z. D U R . F A C . 1.25 FROM P F H Alpine Engineered Products, In ANY IN SPEC IION Of PLATES FOLLOWED BY (I) SHAH BE PER ANNEX A3 OF TPII 2002 SEC.3. A SEAL ON IH IS {l I 0 Marl �Pr Da A41Nr, INDICATES ACCEPTANCE OF 1..IESSIONAL ENGINEERING, RESPONSIBILITY SOLEIY FOR THE TRU55 COMPONE NI DESIGN SHOWN. THE SUIIABILITY I AND USE Of THIS COMPONENT FOR ANY BUIlO1NG IS THE PESPON515 5 Y Of THE O c t 2 5 ' 05 SPACING 2 4. 0" J R E F- 1 S R E 0 8 1 _Z 2 1 Haines City, FL 33844 BUILDING DESIGNER PER Axsl/rPI scr,. z. (64 946-5U5 / 19178 ( ) - CJbA) PTop chord 2x4 SP y2 N Sot chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind 8C DL=5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. +11-10-4 R=120 U=180 2-10-3 R=57 U=180 9-4-0 1-u-0 �-5-0-0 Over 3 Supports R=257 U=180 W=3" Deflection meets L/360 live and L/240 total load. (64946-5U5 / 1917B ( ) - CJ5A) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.0918 0TY:2 FL 1 E - Scale =.375" Ft. -WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AMU BRACING. _ `� • Fi T C L L 20 . 0 P S F R E F R D B 1 6115 REFER TO SCSI IOJ (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 .•�'� •,- O'ONOfRID DR.. SUTE I100, NADISON. WI S3719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. •,• E 3 '• NAD ISO%, NI SJ719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. t T C D L 7 , O P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SNALL NAVE PROPERLY AI TACHEO STRUCTURAL PANELS AMU BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 2 /�} 1 BC DL 10.0 PSF DRW HCUSR081 05291CZL ••IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y = : 7N ALPINE PRODUCTS. INC. SHALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL ONE TO BUILD IHE 7f , B C L L 0.0 PSF H C E N G E C / W P F 10.0 55 IN CONFORMANCE WITH TPI: OR fABR !GATING. NANOL ING. SHIPPING. INS TALL LNG B BRACING Of TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE �•� �' • : ,Q C ONOF NEC CI PLATES ARE MADE Of 20/16/16GA (W.H/S/K) ASIM A653 GRADE AO/60 (W. K/H,5) GALY. STEEL. APPLY 9 •••, ((Av T O T L D. 37.0 PSF S E O N 1988 7 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A7ANY INSPECTION IF IAT11 F.E.,V,,• ••� Alpine Engineered Products, in DRAWING INOTCA'. P"'IPIAMCI OfOPROFESSIONALLENGINEERINGBE PERERESPONSIBII ITYOOSOLELYJFOR THE TRUSSSEC.. AACOMPONE:NT pDUR . FAC . 1 .25 FROM PFH (0 Marley Drive UESIGN SNONN. THE SUITAB IL IiY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIf " '�" OF IRE FL C HBUTeS City, FL 33844 BIIILOINGDESIGNER PEA ANSI/TPI ISFC.1. jEj' Oct NAt��\ SPACING 24,0" JREF- 1SRE081 Z21 (b4y40-7Ub / IV1115 l - LJJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2 ) 16d common nalls(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=65 U=180 T 10-10-4 1-10-3 R=30 U=180 9-4-0 1-0-0 3-0-0 Over 3 Supports R=188 U=180 W=8" 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL==5.0 psf. Deflection meets L/360 live and L/240 total load. (64946-5U5 / 1917B ( ) - CJ3) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7 . 2 0 0 9 1 Q TY:B FL 1 E - Scale =.375" Ft. -WAR NING� TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. MN�"N / T C L L 20.0 P S F REFER TO BCSI I.O3 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SO] .j F. REF R 0 8 1 - - 6116 MADISON. I53 SUITE 200. MAOISRACN. NI S3PRI AND NTCA (MONO TRUSS COUNCIL S. RUNLESS, THOO ENTERPRISE EN. �1f��� `�v ti T C D L 7.0 P S F DATE 1 0 / 1 8 / 0 5 MAO [SON. NI ALL H FOR SAFETY PRACTICES STRUCTURAL TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. f TOP CHORD SHALL HAVE PROPERLY ATTACHED SiR UCTUR AL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ? RIGID CEILING. i No'Z BC OL 10.0 PSF DRW HCUSR081 05291CZM : : 1 **IMPORTANT*kF UNxisu A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * _ if ALPINE PROoucrs. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUELO THE 1�F B C L L 0.0 P$ F H C E N G E C/ W P F TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING B BRACING OF TRUSSES. �� • y , Q. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE PLATESMM TO TO E ACHPLATE FACES OF ATRUSS ANDE OF . UNLESSNOTHERWISE SLOCATED ONATHIS DESIGN. POSITIONALV. STEEL. PER DRAWINGS 1BOAYZ. ''•:�(p R,pP•\�kP TOT . L D . 37.0 P S F S E Q N 19863 p ANY INSPECTION OF PLATES FOLLOWED BY (l) SMALL BE PER ANNEX A7 OF BTPIIILI 2002 SOLELY A SEAL ON THIS FSS%pNA1. 6 D U R . F A C . 1.25 FROM P F H Alpine Engineered Products, In DRAWING INDICATES aC[FPTANF.E OF PROFESSIONAL ENGINEERING RESPONSIBILITY IL Itr SOLELY FOR THE TRUSS COMPONENT 1 0 Marley Drive DESIGN SHOMN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSI" '7 Y OF THE Haines City, FL 33844 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. 57 Oct 2 SPACING 24.0" JREF- ISRE081_Z21 FL Certificate o' (6494b-7U6 / lyllb ( ) - L.J JAJ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL-5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 1-0-0 3-0-0 Over 3 Supports R=186 U=180 W=3" R=66 U=180 T +10-10-4 1-10-3 R=31 U=180 9-4-0 Deflection meets L/360 live and L/240 total load. (64946-5U5 / 1917B ( ) - CJ3A) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 0TY:2 FL 1 E - Scale=.375"6117 Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. �•�..��"•a;qx%. T C L L 20.0 P S F R E F R 0 8 1 REFER TO BC 51 I-0J (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 G 0,ON OFa IO G. SUITE 200. MADISON, MI 53719) AND MICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. MAD (SON, N( 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDIEA TE D. T C 0 L 7.0 P S F DATE 1 0 / 1 8 / 0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED No. Z RIGID CEILING. • N * ! * * BC DL 10.0 PSF DRW HCUSR081 05291CZN �• IMPORTANT`•FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERFO T PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TO BUILD THE S IA (L BC L L 0.0 0 PSF H C - E N G E C W P F ALPINE IND55 IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING 6 SPACING OF TRUSSES. _ / DESIGN CO HFORMS WITH APPIICABIE PROVISIONS OF NOS (NATIONAI. DESIGN SPEC. BY AF6PA) AND TPI. ALPINE �•••• .•� TOT . L D . 3 7.0 P S F S E Q N - 19874 CONNECTOR PLAT E5 AN MADE OF 20/16/16GA (N.H/S/K) ASTM A653 GRADE 40/60 IN. X/H.S) GALY. SIFT(. APPLY VVV F O R` • -• v PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LO CA T EO ON THIS DESIGN, POSITION PER DRAWINGS 160A�2. _Ef�/ '••' A ' Alpine EngineeredProductS,ln pRAwINGPIMOICATE SECTION OF PACCF.PIAMCELATES OOFDPROfE5510WALLENGINFERINGBE PER ERE5PO115181LITYX A3 OF OOSOLELYJFORTHETRUSSACOMPONENT V O�^�GY� DUR.FAC. 1.25 FROM PFH 1. o Marlty Drive DI$IGR SHOFFN. THE SUIIAB II ITV ANO USF OF THIS COMPGWFNT FOR ANY BUILDING IS THE RESPONSIN ��Y OF THE —" Haines City, FL 33944 BUILDING DESIGNER PER ANSI/TPI ISEC. 2. 58 Oct 25 '05 SPACING 24.0" JREF- 1SRE081_Z21 (64946-bUb / 191/b ( ) - W 1) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC OL-=4.2 psf, wind BC DL-5.0 psf. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=-10 U=180 6j— �— 0-10-3 9-10-4 -F - 940 2z4(A1) R=0 U=180 1 0-O 1-0-0 Over 3 Supports 7-7 R=142 U=180 W=8" Deflection meets L/360 live and L/240 total load. (64946-5U5 / 1917B ( ) - CJ1) PLT TYP. Wave R Design Crit: TPI-2002 STD FBC 7.20.09 QTY:10 FL 1 E - Scale =.375" Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. .N"�••""�A T C L L 2 0 . 0 P S F NET ER TO SCSI 103 (BUILDING COMPONENT NT SAFETY INFORMATION). ION). PUBIISHEO NY TPI (TRUSS PLATE INSTITUTE, 587 A.Ns,�ti R E F R 0 8 1 6118 O'OYOFR IO ON .. SUIIf 200. MAD{SON, NI 507191FNO NTCA (W000 TRUSS COUNCIL OF AMER CA. 6300 ENTERPRISE LN, MAD ISOM, NI 571{91 FOR SAFETY PRACTICES PRIOR FO PERFORMING i"ESE FUNCTIONS. UNLESS OTHERWISE INDICATED. T C D L 7.0 PSF DATE 1 0 / 1 8 / 0 5 TOP CHORD 5,16 ,1AL1 HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND NOTION CHORD SHALL HAVE A PROPERLY ATTACHED J Nov Z %\ RIGID CEILING. i BC DL 10.0 PSF DRW HCUSR081 05291CZO — IMPORTANT* `FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �A�} ALPINE PRODUCIs. INC. sNAt1 NOT NE PISIO.SI.Ll FOR ANY DEVIATION FRO. THIS DESIGN: ANY FAILURE TD BUILD THE N IA ;fQ B C L L 0.0 P S F H C- E N G E C/ W P F TRUSS IN CO XFORNAMCE NITH TPI: OR FABRICAIING. HANOI.... SHIPPING, INSTALLING R NN AC ING OF iN"I S. �O • •`V DESIGN CONFORMS PITH APPLICABIE PROtlI51ON5 OF NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE �••••• F/ ` ��OP,'��/ TOT . L D 37.0 P S F S E 0 N 19869 CONNECTOR PLATES ARE MADE OF 20/IB/l6GA (N.H/$/K) ASTM A657 GRADE 10/6S (N, KJH,S) GALY. STEEL. APPLY ss, •••. N 6� PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS OESEGN. POS2 SEC ITIOM PIN DRAWINGS 160A Z.ANY NN" -- SEL ON [HIS Alpine EnwineeredProducts,InDRAYIYGPIMDICATESECTION OF PACCEPIMCFLATES 00FPR0fE5SIONALLEN6IMEFRINGOf PER fRESPONSINILITY00$OLELY7FOAINETP.USSACOMPOMfMT AL DUR.FAC. 1.25 FROM PFH I 0 Marley D. OE SIGH $MOWN. IMF SUIIABIt IIY AMO USE OF THIS COMPONENT FOR ANY BUItO1MG IS THE RESPONSI��Y OF THE Winescity,FL 33944 BUILDING DESIGNER PER ANSf/TPI I SEC. z Oct 25 '05 SPACING 24.0" JREF 15RED81_Z21 FI, r tifiCate of Authorization A[ 167 }" ENDURR PRODUCTS Fax:33666544718 Oct 22 2003 17:22 P•02 C1RTDSTINGUBORATORIES 1 ` \ Architectural Division • 7252 Narcoossee Rd. • Orlando, FL 33822 (407) 384-7744 • Fax (407) 384-7751 Web Site: www.ctlarch.cortt E-mail: ctlarch.com Report Number: CTLA-90OW-5-16 1I Report Date: January 8, 2003 STRUCTURAL PERFORMANCE 'TEST REPORT Client: ENDURA PRODUCTS, INC. P.O.BOX 8909 GREENSBORO, NC 27419-0908 Product Type and Series: Endurn Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Aluminum Inswing Threshold Nan Ya Plastic/ Plait -Pro Distinction with (74"I 98") HGD-C40 W/o Reinforcement, HGD-C45 w/ Reinforcement 101/I.S.2-97 "Voluntary Specification for Aluminum, Vinyl Test Specifications: AAMA/NWWDA (PVC) and Wood Windows and Glass Doors". Frame Components • Tbo main frame measured 74" wide x 97.625" high overall. Frame consisted of two (2) 4.562" wide x 97.625" long. One (1) fraam header 4.562" ,wide x pine jambs measuring 72.50" long, coped and butted corner conswuCtion, secured with two (2) # 8 x 1.75" P.H., flat head wood screws. One (1) aluminum (ZA14566) inswing threshold measuring 4.562" wide x 72,50" Ioag. Configuration: Six panel opaque, fiberglass double door unit (It7sV An 9), XX Active and astragal panel measured 35.75" wide x 95,25" high. Panel: Door Panel Constnietion: The panels are constructed of nan ya fiberglass (0.075") thick S.M.C. skins. The irderior PU foam flush type. The top & bottom rails An constntctcd cavity of door is filled with with foam PVC plaatic and measured 1.5937" wide x 1.125" high x 35.125" long. The foam PVC measuring 1.750" wide x hinge stile is constructed with orue (1) pi= of plastic 1.200" high x 95.250" long, one (1) piece of wood reinforcement measuring 1.4375" wide x 0.65" high x 93" I=& and onv (1) U sla$Pc rciaforcerr ast ateeh rneoaon ] .5937 wide x is with one (1) Piece of foam 0.79" high x .079" thick x 93" long. The lockable construoW PVC plastic measuring 1.750" wide x 1.200" high x 95.250" long, one (1) pi= of wood reinforcement measuring 1.4375" wide x 0.65" high x 93" long, one (1) piece of wood 1.5937" wide x 0.19" high x 93" long, two (2) pieces of U shape teinfbrccmcnt measuring reinforcement steel measuring 1.5937" wide x 0.79" high x .079" thick x (43.3" long top 1.5937" wide x piece), (27.56" long bottorn Piece) and one (1) wooden lockbox measuring 20" long. A DBK-R door sweep was attached to the r batwm rail. The 0.79" high x astragal is attached to aatragal panel. Glazing: N/A l l 2 -- r _ Page 2 of 3 Endura Products. Inc. Rmort s CTLA-90OW-5-16 Weather Stripping: Head: One (1) piece cf weatherstrip Eadura QEBD 650 Jambs: Two (2) pieces of weatherstrip P..adur s QEBD 650 Astragal: One (1) pieeo of weatherstrip Endura QEBD 650 Jambs: Two (2) pieces of Endura simple solution tourer pad Bottom rail: One (1) piow of DBK-R door sweep Hardware & Locatiou: One (1) Kwikset Deadbelt located 54.191" froar top of panel One (1) Kwikset passage lock locdtod 59.687" ftom top of panel One (1) Standard astragal located on astragal panel. One (1) Hunrioane astra8al with reinfarcen c located our astragal panel. Four (4) 4" butt hinges on door frame located 6.4375", 32.562", $8.687 and 94.912" Inewuring &= top of door panel.. Sealant: An adhesive sealant was used to seal unit into rough opening . Additional Description: Each hinge wa3 attached to frame with four (4) screws, the top bingo bad two (2) 410 x 2,50" phillips counter sunk screw and two (2) * 10 x .75" phillips cvunUT sunk screws. The middle and bottmn bingo had one (1) #t10 x 2.50" phillips counter sank screw wA thus (3) # 10 x .75" phillips countor sunk screws. Hinges were attached to door panel with four (4) 410 x .75" Phillips counter sunk screws. Installation: Fourteen (14) *10 x 2.50" phillips countersunk screws were used to secure specimen t4 wooden test buck. Six (6) in the frame head located 6" from eaeb jamb then. 13" o.c. there after with two (2) at mid span t uu*b astragal st r&9 plate. Fivo (5) in each jamb located 6" f m cacti end 22" o.c. t1m roaft with one (1) at mid spas. Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structtuW loads. lie filar was uwd in a manner that did riot influence the test results. Performance Test Results Title of Teat M%hod Measuzed All9wed 2.1.2 Air Infiltration ASTM E233-91 .01 cfiUM3 .34 cfn/fV. 1.57 psf The tested spocimcn meets or cxowds the performance levels specified in AAMA/101/I.S.2-97. 2.1.3 Water Resistance ASTM E547.93 5.0 gph/li° Four (4) five (5) minuto cAlm No Entry No Entry WTP=6psf D/P 40 2.1.4.2/4.4.2 Uniform Load Struchural ASTM E330.90 Pe: nanew Deft mation Twenty-oinc (29) second load D/P +40 040 psf Positive .041 " r 382" D/P —40 §40 psf Negative .055" �3822" 4—:Unit 1. 4 tested without reinforoemesrt Unit tested with two (2) screws added to header 3 ENDURA PRODUCTS Fax•3366634478 Oct 22 2003 17;23 P.04 Page 3 of 3 Endwa Producu, Inc. CiLA-90OW-5-16 Performance Test Results (continued) ftruMll o Xwe of Test !dbod Megsymd A M ow—e 2.1.4.214.4.2 Uniform Load Structural ASTM T 330.90 Pernumt Deformation Ten (10) second load @w psf Positive 103" 382" @60 psf Negative Unit tested without refit Unit tested with two (2) screws added to header 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-90 Permanent Deformation Ten (10) s=nd load 382n @72 psf Positive .027" .382 ®82.5 psfNcove .007" Unit tcstod with reirforccrncut Unit Nested with two (2) screws added to header Mid -span of locicst ilc max allowable perm sct at load (0.4% of span) = .382" Test Date: May 30, 2002 'hest Completion Date: July 10, 2002 Remarks: Detailed drawings were available far laboratory records and comparison to the test Rx=irnen at the time of this report. A copy of thv report along with repnsemadive sections of the test spemn en will be retained by CTL for a period of four (4) years. The results obtained apply miIy to the apeoizIr= MsLai. This test report does not carrstitum certification of thi3 product, but only that the above test results '%we obtained using the dcsignsoed test methods and tbcy indicate compliance with the performance requirements (paragmpbs as listed) of *A above referenced specifications. Certifiod Teatmg Laboratories assumes that all inforn afm provided by the Arent is accurate and that the pbysioal and cbcmical properties of the components are: as stated by the trranufacaxM' Certified Testing Laboratories, Inc. L� wallet wMiams Lab TWwkiaw Architectural Nvision cc: Endura Products, Inc. (4) Ramesh Pat41, P.E. (1) File (1) LO 1 .1 L� Ramesh Patcl, P.E. Florida Reg.# 20224 " „�,,, i ,�v✓v`,, � I l,l./• J�.IVVVV��+I O VI.L LL LVV:J l f L:1 h' UL r• CRTIFIED MEGSTINABORATORIES ArcWtectural Division • 7252 Narcoossee Rd. - Orlando, FL 32822 (407) 384-7744 *.Pax (407) 384-7751 Web Site: www.ctlarch.com E-mail: ctlarch-com Report Number: C" LA-9WW-5-1 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS, INC. P.OSOX 9908 GREENSBORO, NC 27419-0908 Product Type and Series: Endure Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Nan Ya Plastic/ Plast-Pro Distinction with Aluminum Outswing Tbreshold (74"x 81") HGD-LC35 w/o Reinforcement, HGD-LC54 w/ Reinforcement Test Specifications: AANLA/NWWDA 101/1,S.2-97 "Voluntary Specification for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors". Frame Components : The main fiarne mmurod 74" wick x 31.125" high overall. Frame consisted of two (2) pine jambs measuring 4.562" wide x 81.125" long, Onc (1) flume header 4.562" wide x 72.50" long, copod and butted corner construction, secured with two (2) # 8 x 1.75" P.H., flat head wood screws. Olu (1) aluminnm (ZFOB4566) outswing d teshold measuring 4.562" wide x 72.50" long. Configuration: Six panel opaquo, fiberglass double door unit (Outswing). XX Panel: Active and astragal panel measurod 35.75" wide x 79.25" high. Door Panel Construction: 'The panels are constructed of uan ya fiberglass (0.075") thick S-M.C. skins. The interior cavity of door is-fillod with PU foam flush type. The top & bottom rails are constructed with foam PVC plastic and measured 1.5937" wide x 1.125" high x 35.125" long. The hinge able in constructed with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 79.250" Ion& ono (1) piece of wood measuring 1.5937" wide x 0.79" high x 77" long. The lockstile is constructed with one (1) piece of ibam PVC plastic measuring 1.750" wide x 1.200" high x 79.250" long, one (1) piece of wood measuring 1,5937" wide x 0.79" high x 77" long, ono (1) wooden lockbox mcasuring 1,5937" wide x 2.359" high x 20" long. A DBK-R door sweep was attacbcd to the door bottom rail, 'The astragal is attached to astragal panel. Glazing: N/A Weather Stripping: Head : One (1) piece of weatherstrip Endura QEBD 650 lambs: Two (2) pieces of weatherstrip Endure QEBD 650 , Sill: One (1) piece of weatherstrip Endura QEBD 650 Astragal: One (1) piece of weatherstrip Endure QEBD 650L—P'--tY�"�`- Urnbs: Two (2) pieces of Endura simple solution corner pad r/r t •t�i� f p� Bottom rail: Ono (1) piece of DBK-R door sweep 2— vvv r.VJ ll, Page 2 of 3 Badura Products. Inc. Report, # cn A.-900W-5.1 Hardware dt Location: 0ae (1) Kwikset Deadbolt located 38.5" frcan top of panel One (1) Kv kset passage lock located 44.0" from top of panel Onc (1) Standard astragal located on astragal panel. One (1) Hurricane astragal with rcb&roenwW located on astragal panel. Throe (3) 4" butt hinges on door fm= located 6.4375", 37.625", and 68.8125" measuring fiasn top of door panel. SesUnt: An adhesive sealant was used to seal unit into rough opening Additional Description: Each hinge was attaclwd to frame with Sour (4) screws, the top hinge had two (2) # 10 x 2.50" phillips counter sunk screw and two (2) # 10 x .75" phillips counter sunk screws. The middle and bottom hinge had one (1) # 10 x 2.50" pWWps counter sunk screw and three (3) # 10 x .75" phillips counter sunk screws. Hinges vvM anachod to door paucl with four (4) X 10 x .75" phiDips counter souk screws. Installation: Twelve (12) # 10 x 2.50" phillips counter sunk screws were used to secure specimen to wooden test buck. Four (4) in the fiww head located 6"£torn each jamb then 18" o.c. there after. Four (4) in each jamb located 6" 1korn each cad 22" ox. therakf=. Comment: Nominal 2 mil polyethyleno film was used to seal against air leakage during structural loads. The film was used in a monomer that dial not ia$uenae the test results. Performs►ace Test Results $HRi3�Lq Title ofTaai Measured Allowed 2.1.2 Air Infiltration ASTM E233-91 .01 afln/ft11 .34 cWfO. (g 1.57 psf The tastod specimen meets or mceods the perRrrmaace levels specified in AAMA/101/1.5-2.97. 2.1.3 water RcsixWm ASTM E547-93 5.0 gph/ft- Four (4) five (5) minute cycles No Entry No Entry WTP = 7.5 psf D/P 50 2.1.4, 2/4.4.2 Uniform Load Structural ASTM E330.90 Permanent Deformation Twenty-srx (26) second load D/P +50 @50 psf Positive .012" .317" D/P -50 @50 psf Negative .001" .317" Unit tested without rcinOroemart tat 2.1.4.2/4.4.2 Uniftimn Load Structural _ASTM E330-90 Perrawmat Daflxmtion Ten (10) second load @75 psf Positive .0111, 317" Mr @56.25 psf Negative .001" n L�-f� Unit tested witisout reinforoernetrt kit _ ` 9 � W, ENZURA PRODUCTS Fa<:3366684472 Oct 22 2003 17:26 r^.04 Page 3 of 3 Endura Products, Inc. Pe*V+*it * CrLA-900W-3-1 - Performance Tat Results (continued) 2.1.4.214.4.2 Umftnm Load Structural ASTM E339`90 Parn=errt Deth mation Ten (10) second load @75 psf Positive .011" .317" @75 psf Negative .139" .317" Unit tested with minbrocrna2 lit Mid -span of lodutile max allowable perm. sct at load. (0.4% of span) _ .317" Test Date: May 16, 2002 Test Compktioa Date: May 16, 2002 Remarks; DcWW drawings wam available for laboratory rem* and oornpansasi to the test specimen at the time of this report. A copy of this report along with myrasaWtive so tiow of the test specimen will be roudmd by CTL for a period of four (4) yoars. IU resa]ta ob mined apply only to the specimen tested. This test report does not constitute certifiaatiaa of this product, but only that the above test results were obtained using the dm4rxated test methods and they indicate cemplianae with the perforn anee requirements (paragraphs as bstod) of the abovo rcfercncod speai$c stioaa. CenWed Testing Labaratvrics as =" that all infioruurtion prvvidod by the client is aoeuraie and that the physical and chemical properties of the conrpo=t3 are as stated by the nraauftscttrrer. CestMed Touting Laboratories, Inc. iaot5 Lab Technician Architectural Division cc: Endura Products, lac. (4) Ramesh Patel, P.B. (1) File (1) I �•L t��y t aI Ramesh Patel, P.E. Florida Reg.# 20224 tw , Architectural Testing January 10, 2003 Endura Products, Inc. 8817 West Market Street Colfax, North Carolina 27235 RE: Summary of Results: JS WE-ZFOB-XX-06 Testing has been completed on Johnson Steel Wood Edge door, Endura series/model JSWE-ZFOB-XX-06. The specific tests and results are: Test Subject Results ASTM E 283-99 Air Infiltration N/A ASTM E 547-00 Water Resistance N/A ASTM E 330-97 Uniform Load Deflection Test +/- 48.0 vsf ASTM E 330-97 Uniform Load Structural Test �/- 72.0 psf Desi Pressure Rating based on E 330 +/- 48.0 psf Design Pressure Rating (based on E 547 N/A Note: Design pressure rating based on water test can not exceed design pressure rating based on load tests. Testing was conducted at Architectural Testing, Inc. on 9/19/02. Complete test results are documented in ATI Report No. 01-42675.01. Sincerely yours, ARCHITECTURAL TESTING, N.C. --,4 --- C7 sep .Reed, P.E. Director — Engineering Services JAR -jar cc: 01-42675,01 130 Derry Court York. PA 17402.9405 phone: 717.764,7700 tax: 717.764.4129 www.archtest.com ENDURH PRODUCTS Fax:3366684478 v Oct 22 2003 17:31 P.03 ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. SERIES/MODEL: JSWE-ZFOB-XX-06 TYPE: Ultimate Astrsgsl Steel French Outswing Door Title of Results Uniform Load Deflection Test Pressure±48.0 sfUniform ffna Load Structural Test Pressure±72.0 sf Dcsi n Pressure Ratin±48.0 sf Reference should be made to ATT Report No, 41-42675.01 description and data. for complete test specimen 16. IP Architectural Testing ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. 8817 West Market Street Colfax, North Carolina 27235 Report No: 01-42675.01 Test Date: 09/19/02 Report Date: 12/13/02 Expiration Date: 09/16/06 Project Summary: Architectural Tcsting, Inc, (ATI) was contracted by Endura Products, Inc, to perform tests on a Series/Model JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. The sample tcstcd successfully met the performance requirements for the test methods below. Test Metbod: The test specimen was evaluated in accordance with the following: ASTM E 330-97, Standard Test Methods for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. Test Specimen DescriptioD: Series/Model: JSWE-ZFOB-XX-06 Type. Ultimate Astragal Steel French Oumving Door Overall Size: 6' 2" wide by 6' 9-7/8" high Panel size (2): 2' 11.7/8" wide by 6' 7" high Finish: Test unit was white. 130 Derry Court York, PA 17402.9405 phone: 717.764.7700 tax: 717.764.4129 www.archte$t.com 'ENDURR PRODUCTS rax:3366684478 v Oct 22 2003 17:32 P. 05 Test Specimen Description: (Continued) Weatherstripping: Description Kerf mounted "C" shaped open cell, vinyl wrapped Simple Solution compression foam seal 2" long by 1-3/4" wide by 0.600" high vinyl wrapped compression foam seal 1-3/4" wide by 7/16" high DBC — H double fin single bulb uantit Location 01-42675.01 Page 2 of 5 Frame perimeter and astragal Bottom of jambs and astragal Bottom of door panels Frame Construction: The head and jambs were constructed of wood. The sill was constructed of aluminum with a PVC composite insert. The corners were coped, butted, and scaled with four 3/8" wide by 3/4" long staples through the jambs into the head and sill. The sill contained a vinyl snap -in place threshold and an interior threshold cover. The PVC composite was secured to the aluminum sill with 3/ 16" wide by 3/8" long staples. Panel Construction- The 1-3/4" thick Johnson Stcel Wood Edge door panel was constructed using two 1/32" steel sheets that were foam -filled. The perimeter was lined with a 1-11/16" wide by 7/8" thick wood block on all sides of the panel. All comers were butted and glued together. The astragal was secured to the second active panel utilizing double - sided adhesive tape and #8 x 2" drywall screws placed 10-1/2" from top and bottom of panel. The strike plate and dead bolt plate were secured through the astragal with 48 x 2" screws, two per plate. vvVVVV� o Uct 22 1003 17.33 P.06 s 01-42675.01 Page 3 of S Test Specimen Description: (Continued) Hardware: Dcar,riRtig Ouantit i n Dead bolt with strike plate 1 40-3/8" from top of panel, strike plate on opposite panel Locking knob with strike plate 1 45-7/8" from top of panel, strike plate on opposite panel Metal slide locks 2 Each end of strike panel Metal hinges 3 11" from head and sill and one midspan Drainage: Sloped sill. Reinforcement: No reinforcement was utilized. Installation: The door was installed into a 2 x 8 #2 Spruce -pine -Fir wood buck and secured using #8 x 2/l/2" drywall screws. Four screws were used in each jamb, 5" and 27" from each end and four in the head, 6" and 28-1/2" from jambs. The 2 x 8 buck was set into a 2 x 10 Pinc-Fir plywood test buck and secured using #8 x 3" drywall screws 10" from corners and 12" on center. The exterior perimeter was sealed with silicone. -- Test Results: The results are tabulated as follows: Title of Tat--Tcst Method Results Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the meeting astragal) (Loads were held for 28 seconds) @ 48.0 psf (positive) 0.23" @ 48.0 psf (negative) 0.32" Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the panel) (Loads were hold for 28 seconds) @ 48.0 psf (positive) 0.34" @ 48.0 psf (negative) 0.31" Uniform Load Structural (ASTM E 330-97) (Pormanent sets reported were taken on the meeting astragal) Loads were held for 10 seconds) @ 72.0 psf (positive) 0.02" @ 72.0 psf (negative) 0.01" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the panel) Loads were held for 10 seconds) @ 72.0 psf (positive) <0.01" @ 72.0 psf (negative) 0.05" -- t 01-42675.01 Page 4 of 5 Allowed L/175 = 0.45" max. L/175 = 0.45" max. Ul 75 — 0.45" max. U175 = 0.45" max. 0.4%L = 0.32" max. 0.4%L $ 0.32" max. 0.4%L - 0. 3 1 " max . 0.4%L = 0.31" max. a V 01-42675.01 Page 5 of 5 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification, This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: --� Mark A. Hess Technician MAH:dmc 01-42675.01 �f. J A. Keed, P.B. Vector — Engineering Services 'ENDURA PRODUCT Fax :3366684478 Oct 22 2003 17 : 34 P. 09 DOCUMENT CONTROL ADDENDUM #0142675.00 Current 18SUC Date: 12/13/02 Report No.: 01-42675.01 Requested by: Kevin MacDonald, Endura Products, Inc. Purpose: ASTM E 330-97 testing of a Series/Model JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. issued Date: 12/13/02 Comments: Florida P.E. Seal required on report. Y ` / *. Opaque Outswing Unit ' e l METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: iI �l i I OL � O I ' I Note: I Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6.8". Fes. Test oats Review Certificate 13026447A and COpltest Report Validalion Matrix 33026447A-002 provides additional information •evadable from the IT&WH website (www.ellsermro.coml, the Masonite websito (—,masonile.com) or the Masonite technical center. Single Door Maximum unit size = 30- x 6.8- Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specilic building design and geographic location is determined by ASCE 7-national. state or local building codes speoty, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: Oil 00 1r ,; Flush Arch ToD 3-panel 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel CC La XC� LI IILJJJ i a- Md. 9-panel 15-panel 5-panel 5-panel with scroll --p pane . D Eyebrow 5-panel Eyebrow 5-panel with scroll Johnson- CJw:armn�,"q g0gr am crwo0ocl imbrovsmenr nywy io-enManom 'G.. EntrySystetns RE"0vnr,J/<June 17. 2002 oesigr ad 0,04W sonite International Corporation ello sub.-V 10 vvge Mwoui Once. � 1. X O' -Opaque Outswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2184-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. 116258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CC0 PA201. PA202 & PA203 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 Vilmir oaaet i bm wp *E-1•. Test Data Review Certificale 03026447A and COP/Test Report validation Matra ,#3026447A•002 provides additional information - available hom the ITSAMH website (www.etlsemko.com), the Masomte website (www.masonite.com) or the Masonile technical center. Johnson- EntrySystems PRL4,00ff,;.ey,A, .. [� • T Ov r De June 17.2002 Masonite International Corporation Jur cormnuag program of promo imorovema,a mantas specticamm iosgn am orocu0 mwl s0jec1 to crnrge mpour nonce COP-WL-JH3101-02 Opaque Inswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: Wom I 1 10 WV Test Data Review Certificate 03026447A and COPfTest Repon Validation Matrix *3026447A-002 provides additional information - available from the ITS/WH III websile (wvrw.ellsemko.com). The Masomle websiler (Nvww,masonite.comj or the Masonite technical center. 0 Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door hhxvnum unit size - 3*0' x 6 8' Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT 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-MA0001 -02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 0 Cl 00 00 Flush Arch-iop3-parrel 3-panel 6-panel New England 4-panel Eyebrow 4-panel 13 013 0 11 IJ E3 9-panel 15-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll Johnson- EntrySystems June 17, 2002 m connnumi; wagram or wo= mvro�j mw sm;iKal,m :ssjqn am olocuct Masonite International Corporation Mao Wolect to cmnge "Inoul no - a, Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2183-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021"steel. Interior cavity of slab filled with rigid polyurethane loam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI•DADE BCCO PA201, PA202 b PA203 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 YY.rnoek FMrwy rtt/ Test Data Review Certificate 13026447A and COP/Test Report Validation Matrix 13026447A•002 provides additional information , available from the IT&WH webs to (www.etlsemko.com). the Masomte website (www,masontle.com) or the Masonite technical center. Johnson- Etntttrysystems June 17.2002 Out connnwnp ptopatn or mooud 1m01ovatnent rrQkQS toauteauan oespn mo ptoauct M a s o n t t e International Corporation wall worm iooenge mtnvo r4oce X of ' G18zed Outswing Unit WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: VlAwnack I . Test Data Review Certificate 03026447A and CON''fest Report Validation Matrix r3026447A-001 provides additional information • available from the ITS,,WH website (www.eltsemko com). the I Masonite website (www.masonite.com) or the Masonile technical center. I Note: . I Units of other sizes are covered by this ` report as long as the panel used does not ' exceed 37 x 6'8". Single Door Maximum unit size = 3'0" x 6'8- Design Pressure +40.5/-40.5 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 1/4 GLASS: LJ J Auk 0U .aca00 11 Oil t00 Series 133. 135 Series 136 Series 680 Series 1/2 GLASS: U Li lo5 Serces' 106, 160 Series' 129 Series' 200 Series 12 R7L 13 R7L. 24 R/L 107 Series' Series' 'This glass kit may also be used in the following door styles. 5-panel. S-panef with scroll: Eyebrow 5-panel. Eyebrow 5-panel with scroll Johnson- Entrysystems June 17, 2002 %r conrowmg rxvsm or wooucr :morovemenl:n asw-,r ,rfm align an0er00ucl 57011 sum o Mice Wxnoui n0lrce 108 Series t 0� a 822 Series �a 304 Series tYUY by H) ,,a.n PRFAA4010ft4.rx.,<n Masonite International Corporation X Glazed Outswing Unit WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 450 Series 109 Seres 114. 120. 122 152 Series 149 Series 300 Senes Series CERTIFIED TEST REPORTS: NCTL 210-1897-7, 8. 9. 10, 11, 12: NCTL 210.1864-5, 6, 7, 8: NCTL 210-2178-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. 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 bumper 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). / &EX 5- State of Florida, Professional Engineer Kurt Balthazor• P.E. — License Number 56533 Johnson- ErntlrySystems June17.2002 J+I conllmnnq pl oVAm or woom imoiomnem mates scf chcwom cesQn am Woaucl WaII SAMI Iocrut''ve Icoul n01tu 0 Test Data Review Certificate /3026447A and COP/Test Report validation Matrix 13026447A-DOt provides additional information - available from the ITS/WH websile (www.etlsemkocorn). the Masonrte websile (www.masonite corn) or the tvbsonrte lechnlcal center Masonite International Corporation . XX , I Gi�zed Outswing Unit METAL -EDGE STEEL DOORS APPRnvF❑ ARRANGFMFNT: 0 Test Data Review Certificate 13026447A and COP/lest Report Validation Matrix *3026447A-002 provides additional information -available from the ITSrWH website (wwwellsemkocom), the htsomte website (www.masonile.com) or the Masonite technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6.8". Double Door Maximum unit size- 6'0" x 6'8" Design Pressure +50.5/-50.5 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-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: A2� �j as o0 01 o 00 00 100 Series 133. 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: Li 00 .' Oil 00 01 LEJ _ n 0 105 Senes' 106.160 Series' 129 Series' 200 Series' 12 R/L. 23 RIL, 24 R L 107 Series' Senes' 108 Series 304 Series 'This glass kil may also be used in the following door styles: 5-panel. 5 panel with scroll. Eyebrow 5-panel, Eyebrow 5-panel with scroll Johnson:.. �.� .,.... r..m Etntry5ystems _ PREU."010K ��n • June17,2002 Masonite International Corporation :fir ;,onr.nut,q program of DiL4 Gt •merov nont n7Mes stMOICariere 10519 anC erOouU zrad suorKr pro nonce XX Glazed Outswing Unit COP•WL-JH3162-02 METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: LG� rya 1 3 a 404 Series 410 Series 450_Series 109 Serves 114. 120. 122 152 Series 149 Serves 300 Serves Series CERTIFIED TEST REPORTS: NCTL 210-1897-1. 2, 3, 4, 5, 6; NCTL 210-1864-1. 2, 3, 4; NCTL 210-2184-1, 2. 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both Stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. 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 bumper 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 YV�rnerh Ilr.+�y �'1•0 Test Data Review Certikate 13026447A and COPRest Repon Validation Matrix 13026447Ad01 provides additional information • aval table Irom the ITSIWH website (www.etlsemko.com), the Wasonile vnbsite (www.misonite.com) or the Masonite technical center. Johnson- Entfll ysystems— June 17.2002 Masonite International Corporation Ow commum9 program of prowo impr0vlmQnl rraws $DovIxallons d13-9n"Woo"I rVa.- s:oXi ro cran9a .00.1 ml.vr Ax COP-WL-JH4142-02 )lazed Inswing Unit APPROVED ARRANGEMENT. WOOD -EDGE STEEL DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". ~sock VI Test Data ",view certificate 4111,147A and Cop/Test Airport validation Matrix 03026447A-00 I provides additional information - available from the ITS/WH welpsile lwww.ellse"iffocon". the Masonfle website (—....ronilir.com) or the Masonite technical center. Double Door Maximum unit size. 6*0" x 6,8- Design Pressure +40.5/-40.5 Urmled 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: 114 GLASS: n� 00 00 I- Al I 00 00 00 �,0 019 00 100 Series 133, 135 Series 1,3,6 Series 680 'Series 822 Senes 1/2 GLASS: 00 00 1� 0 00 00 00 105 Series' 106. ii-ge-ries' Iii-sims* 266 —Series' 12 A/L__23 R,L. 24 R/L 107 Series' Series' 108 Series 304 Series 'This glass kit may also be used in the following door styles 5-pand, 5-panel with scroll. Eyebrow 5-panel, Eyebrow 5-panel vqlh scroll n Johnsom EiftrySystems PREUDOff, line 17.2002 .)ur commuiN pirawan, of p, o*jcl ,9prov.nmm makes specticaliors *S-gn ano proauct M a s o n i t e, International Corporation .'gladelad SuDiect 10 cmnge wanout none. xx Glazed Inswing Unit WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: niol i 404 Series 410Series 450 Series 109 Series 114.120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-7, 8, 9, 10,11, 12: NCTL 210-1861-4, 5. 6, 10, 11, 12: NCTL 210-2185-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.041 " steel. Bottom end rails constructed of 0.021" steel. 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 E1CC0 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 Johnson- EntrySystems Tat Data Review Ceniricate 03026447A and COP/rest Report Validation Matrix 43026447A-001 provides additional information • available from the ITSIWH website (www.ettsemko.com), the Masonite website (wwwfnasonile.com) or the Masonite technical center. June 17, 2002 :ku rpnbnNry pr ogram or P10*10 nn010en't-1 Gees sm.1.01-M 30V Ind product OeW Suorecl :o cnan4e -1"w nouce. Masonite International Corporation D ' X .Glazed Inswing Unit COP-WL-JH3141-02 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT. II I Ij ,+ I 001 I Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6Y. Single Door Maximum unit size = 3'0- x 6'8- Design Pressure +50.5/-50.5 limited water unless spedal threshold design is used Large Missile Impact Resistance Ullerteonka7 — _• Test Data Review Certilcate 03026447A and Coprrest Report ValidaOon Matrix 13026447A-002 provides additional information avadaDle Irom the ITS WH website Iwww.etlsemko.coin . the Masonite website (www.msonile.com) or the Masooite technical canter. 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-mhonal, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed —see MID-WL-MA0001.02. APPROVED DOOR STYLES: 114 GLASS: ADM 100 Series 133. 135 Series 136 Series 680 Series 822 Series e 1/2 GLASS: a ° 00 °° °° _00 » 00 105 Series' 106. 160 series' 129 Series' 100 Series' 12 RrL. 23 A/L, 24 RIL 167 Series' 108 Series LL Series' 304 Saves 'This glass kit may also be used in the fallowing door styles 5-panel. 5-panel with scroll; Eyebrow 5-panel Eyebrow 5-pa net with scrod. Johnsonr- EntrySystems June 17, 2002 ' .'c!! : !•< . • 0..�ry Das•. LLL....��� Our co^rmwnq wDgam O vro0uct Drprovemem maker soeolKajum Oespn ana procuq M a s o n i t e International Corporation Wad sulked to crepe weuout roux COP-WL Glazed Inswing Unit I METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 010 LJ _ CIO Wit, 404 Sens 410 Series 450 Series - 109 Series t t4, 121 152 Series 149 Senes 300 Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-1, 2. 3. 4, 5, 6: NCTL 210-1861-1, 2, 3, 7, 8, 9: NCTL 210-2183.1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation reporl NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both Stites constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. 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 rlf/ ~gym and Inspections). Test Data Review Certificate Y3026447A and COPfTe6447Ast Report des Validation Matrix provides additional i3ormaaon - available information � available from the I TSNVM website (www.etlsemko.com)the Masonite websile (wwwmas6te.com) or the Masonite lechnical center. State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Johnsonr- Ell trysystems June 4. 200? >•.T,.T o , .,, o..,, Oita,, it CTnnWn9 p N4 or OoC'.Q rmorovlmMl n9Y+3 3whemlor6 omn 1no orovct °'raJsuD!+c:racanq+,eCournohce Masonite International Corporation • Opaque Outswing Unit APPROVED ARRANGEMENT: METAL -EDGE STEEL DOORS 1^ r Test Data Review Certificate s3026447A and COPrTest Report validation Matrix 13026447A-002 provides additional information - available from the ITSMH website I,n+rw.edsemko com), the Masonite website (www.masomle.com) or the Masonite technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size _ 6'0-x 6'b" Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT R EDUI R ED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-nalional, state or local building codes specify the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAD-WL-MA0012-02, MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed— see MID-WL-MA0002-02. APPROVED DOOR STYLES: Flush Arch Top 3-panel 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel �T:C o o 0_ _0c 9-panel 15-panel 5-panel 5-panel with scroll Eyebrow 5 panel Eyebrow 5-panel with scroll Johnson° EntrySystems June 17. 2002 4r :MI Ulna 0109131T Of MOW ­01OvMi4M nukes smflol-Om Cespn am ol00Ycl -Wal suolev IO crangt'.nlh ON 1011ce Masonite International Corporation xx Opaque Outswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1, 2, 14. 5. 6. NCTL 210-1864.1, 2, 3. 41 NCTL 210-2184-1, 2. 3 Certifying Engineer and License Number: Barry 0. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI•DADE 8CC0 PA201, PA202 3 PA203 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 Johnson"° EntrySystlems June 17, 2002 Out comnumq yoQrm oloromct+vrovenem Tails s0eca¢aoons aes,n a,, o'ro¢ucl Mid 3u01M to Cnan4e wlnoW n01ice VON Isoc/iflow" \lt�Itl ns Test Data Review Certificate 13026447A and COWTest Report Validation Matra $3026447A-002 provides additional information • available from the ITS/WH website (www.etlsemko.com), the Masonite websile (www.masonite.com) or the Masonite technical center. fa,ivl,v•iy I,om Masonite International Corporation XX Opaque Inswing Unit APPROVED ARRANGEMENT: METAL -EDGE STEEL DOORS wrnock ►ier••r I Tall Data Review Certificate t3026447A j II and COP/Test Report Validation Matrix i3026447A-002 provides additional r I i i I I I information - available from the ITS,WH websile (www.etlsemko.coml. the L I 111 Masoniter websile (www.masonite.com) I or the Masonile technical center. Note: Units of other sizes are covered by this report as long as the panels used do not I exceed 3'0" x 6'8". Double Door Maximum unit size. 6'0" x 63" Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: Flush Arch Top 3-paml 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel {r �f 0 G Or 9-panel 15-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll Johnson4 _ EntrySystemsJune 17 .m a".�•., ooe., )vcwti. ng Masonite International Corporation ��r canririwnq wogam nr mnauct ,�^orovemem mares soec:hc>t,on5 tlespn ano proeucr xraa saerrr a c range mmoN nenr,. XX • Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1, 2. 3. 4, 5, 6: NCTL 210-1861-1, 2, 3, 7. 8, 9; NCTL 210-2183-1. 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. 116258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041 " steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI•DADE BCCO PA201. PA202 & PA203 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). 4�lf / aar- State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Johnson- Etntiry5ystems IN.nwetC H..w \II_ItI �-7• Test Data Review Certificate 03026447A and CO West Report validation Matra #3026447A-002 provides additional information - available from the ITSWH websile (www.ettsemko.com), the Masonile websrle (www.Ma$onite.com) or the Masonile technical center. June 17.2002 iar coMmmrq plol;rya or prMCr+np!overnenr rroKes 309Gdg341en3 Cespn anti aooUo aerar. xo;ec:o (;same •.woom nonce Masonite International Corporation X COP-WL-MAD101-02 • -Opaque Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: wf.r.r Fa.•xr i Test Data Review Certificate Y3026447A; 030264478-. 03026447C and COP.7est I Report validation Matra 03026447A- I 001:002, 001 30264478-001. 002. i I 003;13026447C-001,002.003 O provides additional information - avaiabte from the ITSM7H webscte (www.eflsemko.com), the Masonile website (www.masonfte.com) or The I Note: Masomle technical center. Units of other sizes are covered by this report as long as the panel used does not exceed TO" x 68". Single Door Maximum unit size = 37 x 6T Design Pressure +76.0/-76.0 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 byASCE 7 national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAO-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed - see MID-WL-MA0001-02. APPROVED DOOR STYLES: clan oo 0 0 Flush 6-panel New England 4-panel Eyebrow 4 panel 9-panel Eyebrow5-panelwith scroll Oaks aft ARTEK" •'Y, —fIBEROLASS ENTRY DOORS ro"'sxurM r.,I—t—,Doors rnt�J nne Ii 1'12 Ai ;onr�nwnq ao;nm a wmM:cr-muovener., as soaancaoons Jesw" cane mocua :mad suc,w tc cnagge ,,nh.3o nc;,ce , coP-w�-mAo� a� -oz O.r- FIBERGLASS DOORS CERTIFIED TEST REPORTS: NCTL 210-1973-1. 2, 3 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. 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 11 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 O akQraff AR K" FIBERGLASS ENTRY DOORS "+o!'s.wroa r+Derew.t'rt'P D=d^ vi 2,Q Oc::onn�u:y D!e4!arn of p!o0uC1 �mD!ovemanl Td�ds SD°C:IICiI�Oca aespgn+n(IptO l C :Nau sJDI°= �o c^ar'�4 .f!1'+W: 'o14e Welleeonk NwMY *=f. Test Data Review Certificate #3026447A: 130264478; #3026447C and COP/Test ReportValidabon Malik 03026447A- 001. 002, 003:030264478-001, 002, OM #3026447C-00).002.003 provides additional information - available from the ITSNH welisite (www.atlsemko.corn), the Masonite website (www masonita.com) or the Masonite technical center. PREAt , �'F,. ,. • Ou v Do Masonite International Corporation x Unit SINGLE DOOR 6 TYP x= TYP 6'8" UNIT 8'0• UNIT 13.15/16 17.1/8' MAXIMUM ON CENTER TYP CountMinimum Fastener • 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" blMrraoda Mnwp Test Data Review Certificate 43026447A; I30264478:13026447C and COPRest RepDort Validation Matnxf3026447A-001,002.003;030264478.001,002.003:#3026447C-001,00 003 provides additional information - available from the ITS/wH webstle (www.edsemko.com), the Masonite website (www.masonile.com) or the Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241-, 3246, 3261• or 3266 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. 'Based on required Design Pressure — see COP sheet for details. 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 NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. June 17.2002 0.. nDee, ration Masonite International Corpo ow C"i.n'.nq W ""n, of p,o"t ftp,ovenlenl ma Ras EflCdxa!ions oeJOn ono D,wuo oalae 5"VgCf !o :nano . ,hou "o:,, XX Opaque Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS VVmTaoek ear..y rI Test Data Review Certificate 13026447A; #30264478; t3026447C and COPITest Report Validation Matrix 03026447A. 001, 002, 003: #30264478-001, 002. 003. 13026447C-001.002. 003 provides additional information - available from the ITSWH information (www.etlsemko com), the Masonite website (www.masonite.com) or the Masonite technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit site = 6T x 6T Design Pressure +55.0/-55.0 United 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. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll Oak aft A�K`" FIBERGLASS ENTRY DOORS Rperap" Fmry Open a�rt �X�4�0/-�0 rl�fff ;: lone '7 acoz Masonite International Corporation ?�r r.onnwrnq car v�yan: OI prOdAt :mprovemex nWkee Sp OUtIOM aasgn MA p,oC40 se!a , sscisc: a crangs antn8m ^.mice XX a f t t Opaque Inswing Unit FIBERGLASS DOORS CERTIFIED TEST REPORTS: CTLA-772*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. 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 Ytprnock IMzgr h Test Data Review Certificate 13026447A. 030264478; r3026447C and COP7rest Report Validation Matrix l3026447A- 001.002.003:030264478-001.002. 003:13026447C-D01.002,003 provides additional inlormalion available from the ITSrWH website (www etlsemko.com), the Masonlle website (www masonite.com) or the Masomte technical center. n FIBeROL A55 ENTRY DOORS wmknuca a,pc,Fus Exry Own PeseiiM0" B ;,na m pua .r Deo Masonite International Corporation !sr Soot i i4p'eVe^.+anl maces aoK-Itcaltom 7es'igr an0 Dr09.Kl J¢lail;�U:Kt to:'rany'a ^.Ji: ".I;,. 0 6 3' TYP TYP CL TYC ► 1 1 1 ► 1 1 • C TYP ► I It r If r I r If M►..nerJr Mwrgr Test Oala Review Certificate #3026447A: $30264478: 03026447C and COP/Test Report Validation Matrix ►3026447A-001, 002, 003: 130264478-001.002. 003: #3026447C-001, 002, 003 provides additional information - available from the ITSNJH websile (www.etlsemko.com), the Masonile �• websile (www.masenite.com) or the Masonite technical center. • DOUBLE DOOR 0 TY P 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP c • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require Iwo 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 (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167, 3242% 3247, 3262• or 3267 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. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 r June 17 2002 m o., ,,, D. •., U C.a v, .•ir ,.em .m!D.v.rv'�Masonite International Corporation 4 m 047Om 01 W006V MD'ove—m m ,I SDiC;1:Cal-ors Y-5!pn irC 0100uc �W;19 sutito !0 Cninge winloul nomt OXo ie tr 04 Opaque Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Nate: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". M~ Ft•a Test Data Review Certificate 03026447A; 130214479;iJ026447C and CO"Tt Report Validation Matrix I3026447A• 001,002.0o3:Y30264478-001,002. 003;#3026447C-001,002.003 provides additional information - available from the ITSWH websile (www ritlsemko.com), the Masonile websile (www.masonde.com) or the Masonite technical center. Single Door with 2 Sidelites Maximum unit site : 54" x 6'8' Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-nabonal, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: can BOB jOD:'' 00 00 00 00' ��00 E3E Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll Oak aft AR Kr" \V o J�n�n e a�u�vJ Pte BROLASS ENTRY DOORS Wn•Terturttl y,eera4rEyDaon :une 17 2002 our cammutng program of product mptovemant maNS sDeotKatiOR9. Cosign aW proauc! detail Subject to Mange \whoUt noeCe. RE4419/ paf•� •F�c v.�ve�y Isom or+r•.r ooe.. Masonite International Corporation OXO Opaque Inswing Unit COP-WL-MA0104-02 FIBERGLASS DOORS APPROVED SIDELIT:E STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Seres 300 Series 24R,24L Series CERTIFIED TEST REPORTS: CTLA-772W-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 and sidelite panel glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LAEl 11dri- 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 Balthazar, P.E. — License Number 56533 Oak aff AR EK'� FIDEROLA33 ENTRY DOORS Nerwycnurta FFEe T'l, Envy Door 3une 17. 2002 Jw :onunu;nC program 0f D1edW;10fDylmQA1 mares sOao"Kanore design and D10,1W WWI SWAM ;"c ange vmr.0ut na�ce 1111emeek 1— Test Data Review Certificate #3026447A: 130264478: #3026447C and COP/Test Report Validation Matrix a13026447A- 001.002.0D3;l30264478-001.002. 003;03026447C•001,002,003 provides additional information - available from the ITSAVH website (www.etlsemko.com), the Masonite website (www.masonite.com) or the Masonite technical center. LJ fraivure�y cram - O• r Dee Masonite International Corporation • •UXp III . I Unfit — SINGLE DOOR WITH 2 SIDELITES I_TYP TYP CL I_TYP_I �^ TYP. 1 1 1 1 1 1 1 1 1 1 1 Y1lnaeoak MeirMy Test Data Review Certificate 13026447A;130264478;13026447C and C01"/Test Report Validation Matrix I3026447A-001, 002, 003; 030264478-001. 662, 003;13026447C-001, 002, 003 provides additional information - available from the ITSMH websile (www.edsemko.com), the Masonite website (www.masonite.com) or the Masonite technical center. TY P At 6'8" UNIT 8'0" UNIT 13-15/16" 17-1/6- MAXIMUM ON CENTER TYP • • • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. a • Width of door unit plus 1/2" ` • Height of door unit plus 1/4" I Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3244', 3249, 3264• or 3269 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. 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 d10 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 r �C,./ p` i� E,(Ivtvly Iron �/'�I�'e. eli -e... • June 17. 2002 "T o ,. o•e„ our m continuing program of product imptow.m makespecifications specificatioM a s o n i t e international Corporation design and product oeUn suon cl to :hange wnhoul notice. XO or OX 1 1 1 I Opaque Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". Single Door with 1 Sidelite Maximum unit size _ 4'2' x 6'8- Oesign Pressure +55.0/-55.0 limited water unless special threshold design is used. viell HO-1 r� Test Data Review Certificale 03026447A; N3o264478; �3026447C and COP/rest Rep valldabon IC t3026447A- 001.002.003;#30264478.001,002. 003;413026447C40t.002.003 provides additional idormalion - available from the ITSlWH wetisite (www.ellsemko.coml, the Nhsonite vwbs a Iwww.masorate.coml or the libsonite technical canter. 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 specity 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: ��- OCT O� __ a0 00 00_ Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with scroll Oak,, aft AR ,K " W' J�.•rn vrl FIBERGLASS ENTRY DOORS Mr.hlrtiyea i.eerru F+•�'I O°°^ .Are ,r. 2002 Qur cprunumg Gpgram or prpr�:l �m.ofw!menl :vitae 5R`Or Cili0rl. p!s•Qn iM :IOAlK1 retail XV;ntl t0 c;gnga'.MnVW'ptiC! Oo •:.ry .o Masonite International Corporation XO or OX Opaque Inswing Unit COP-WL-MA0103-02 FIBERGLASS DOORS APPROVED SIDELITE STYLES: El 11 129 Serves 206 Series 12R, 121.. 23R.231. 450 Series 152 Serves 149 Series 109 Series 120. 122 Series 300 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-772W-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 1-518" 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 and sidelite panel 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 *=_111111110 Test Data Review Certificate 03026447A: 130264478; 03026447C and COP/Test Report Validation Matrix Y3026447A- 001.002.003:P30264478-001.002. 003. 03026447C-001, 002.003 provides additional inlorma6on available from the ITS WH website (www.etlsemkocom), the Masonile w websile (Avw.mIsonile corn) or the Masomte technical center. Oakff AR�kEK­ .�� f18 HRO1A55 ENTRY LOORS —`ok4nvea rde�a,i-.r Oeen ppREA4M_�1�y �� l.� - me !' 2rw2 Masonite International Corporation '.,l;r �:nlmWn9 p,ogam of Woou:!'.mgrOvemerq r.jA*s!,ea!Coom wql ano D:oOud va!l suowl !0:'Vl'4e wi. C it 'Once 0 MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE 3 TYP. Ty" P Cl TYP. L_L � I_ _l TYP. 1 1 1 1 1 1 1 - XO or OX Unit r 6" TYP. 6'8" UNIT 8'0' 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 Opening '1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" PNneock 110w Test Data Review Certificate /3026447A;130264478:13026447C and COP/fest Repport Validation Matrix 13026447A-001, 002, 003;130264478-001. 002, 003:13026447C-001, OD2, 003 provides additional information • available from the ITSMH website (www.etlsemko.com), the Masonite �s website (www.masonite.com) or the Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3243', 3248, 3263' or 3268 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8, PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure, y fcclv,.vly t,p.n �� • June 17. 2002 Masonite International Corporation W( Comrnuinp INooram of prowo unprovemenl m4ke6 SpeC1110311orm. design and prodUCl 001411 subject 19 Cha" w 1houl notice. VARLICK / HALL ENGINEERING, INC. CONSULTING ENGINEERS 3412 WCST AZESL£ STREET • TMPA, FLORICA 33609 - 113I31873-0024 • rM t013)O74-9316 July 26, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave 'Pampa, FL 33614 Reference: Door Threshold Certification `t z 15 � Die No. GAS-40338 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based ;on ASCE7 - 98, for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -98,0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICK/K a�iv-4 �/ �OL ILIP Douglas Hall .01 ' License 53759 rU5 Attachment: Sir WARLICyK/HALL ENGINEERING, INC. (.C'NSLAT[NG ENGINEERS 3612 West Amcle Street Tampa, Florida 33609 013) 13;3.Ot24 r Af 1-;c-: "c�rr q.4 = 5 My By?,DU Dato:1 ` ot,. Sht. No. of Job Revision, '7� , iL .r,r ,} ter,,,145. 4DIL �. �'. S { • 5'°y ) ' . �T b f r to .r t " 5 r i:. Q —T}4 4 ,�S =" P-, "';L `,} r- - - e 4--- V* r Z � {. r-, G c r-+ , r l '7r- F � f �-, ef:, cur owsi WOOL OW I DE 3cm*ln10r . i .094 .160 ilk TIP P TyP a two .,Soo_ 360 R 93'S H1 K 99' Tyr pa . OS ;-41035 3i 2 l E3 i .264 z iN1Yk.Ci� lo. 03l R 1r► �sr •Qt0 w 1l �a - 4 54 -- III;7ur4- S12t MA"NK aSUMATLON 11JrIl 0 Spiel VT aWYLt W"ss f/'CCl/left 01KRVISE LwsrcCtrlCC, vAL1_ 1«tovtSY-d40- M. _ IN so- 10 w9m OAK - Oa3 R OSfl I NDALEX A4SV1tLe. rAM*Ipl v, o n n toff -­Jtw�rmm �W�RLD 'iA Ssa -IN 4)15 OP . . ........... -An .350 - MWf.hMWA TIC a. .0-b v I go, 43? Wei ALI P=IAM 0 I O'L MAN& WARLTCK ENGINEERTNG, TNC. 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873--0024 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 3USTOMER : World Wide Dear Components 30B NUMBER 202-152 DATE : 1/29/02 DESCRIPTION Threshold +** DESIGN WIND LOADS - ASCE 7-98 **+ *** COMPONENTS AND CLADDING *** dIND VELOCITY = 165 MPH EXPOSURE CATEGORY = C WILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 {zt = 1.00 GOOF SLOPE = 5.00 : 12 (22.62 DEG) rRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 20.0 FT Kh 0.902 qh = 62.9 PSF DISTANCE, Z r 7.0 FT Kz = 0.849 qz = 59.2 PSF WIND LOADS WALL AREA .., GCp (+i 0.98'60 0.986 j GCp (-) -..066 -1.3?2 73.3 PRESSURE 73.3 (psf) I SUCTION -79.6 -97.6 , (psf) s — — P = gh((GCp) - (GCpi)� ; GCpi t 0.18 I BUILDING WIDTH = 100.0 FT a4 5 ia! 4 b CORNER DISTANCE, a = 8.0 FT WARLICK ENGINEERING, INC. Consulting £nginwn 3612 W. Azwle St. Temps. 1=lorids 33609 (813) $73.0024 Job: World Wide Door Ants 'ThrQahnl H By: Rm Date: F I2.E,, m Sht.No. S of s Job No. -`L4.�RovIrioo s'7S CONNECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23/4" HILTI KWIK BOLTS PULLOUT = 2 X 1870 X 2.33 = 4,975# SHEAR = 2 X 2800 X 1.33 = 7,448# 3 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 3 X 1870 X 1.33 = 6,845t SHEAR = 3 X 2800 X 1.33 = 10,248t 2 - 1/4" 7APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 = 240l1 SHEAR = 2 X .385 X 1.33 = .1024# 3 - 114" TAPCON FASTENERS (MINIMUt4 2 INCH EMBEDMENT) PULLOUT = 3 X 90 . X I.33 360fl SHEAR = 3 X 385 . X 1.33 = 1536# 2 - #12 x 1" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,330# SHEAR = 2 X 2100 X .25 X 1.33 = 1,396# 3 - 412 X 1" RAWLPLUG PULLOUT = 3 X 2000 X .25 X'1.33 = 10951 SHEAR = 3 X 2100 X .26 X 1.33 = 2,095# WARL.ICK 1 HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 WEST AZEELE STREET + TWA. FLORIM 33609 • 4813)873-0024 + FAX (813)874-9378 August 21, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold # 2920 Certification 'l o;da 1 uc-rc 1.16D . Die No. GAS42761 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based on ASCE7 - 99, for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -98.0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICK/HALL ENGINEERING, INC. (�. 4A pz.. R. Douglas Hall, P.E. License 53759 Attachment: Structural Calculations WARLICK/HALL ENGINEERING, INC. CONS1 m-4G ENGINEERS 3612 West Awele Street Tampa, Florida 33609 (813) 873.0024 owo'�a1`.S )o �Lo Ai &.vi ZQ W�crt. Z tr r~ ur ye - Wtafl Prt_�SSvQE ..C'i8 �+g� Job:: W oR.t..10 Li + o EE a +Cook BY: RO h Date:. t 1 Sht.No._J__of -T Job No d Rc.'Woa_ S Yo Fb - 119-0 PSI oi=7Asr)i-0 -~ A.&StaG�.t:%.'ro CwpNc4E-n `-j-A4"TAPcAN� Au_c ��. ate .SH�nZ•_ t�� G3 $ ��(.,1 ► 3�=- � 4-73'�s < oX. t-sE `�- A x Z ` Emnw rI,N, i- P�Ns PE k 3' --nA-te,s I-k-.D, Yee- 'i�:A o !ov, it:C., bidu/14'rul Ir P tn ty cs tr C—A Ion alu x 4L tr. CD r'I Ln j LXJJR I L N;. I-CLY' —4276.1 1 Xcl Lq i Ij n WARLICK ENGINEERING, INC. 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0029 J Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 31 �- CUSTOMER World Wide Door Components JOB NUMBER 202-152 DATE 7/29/02 DESCRIPTION Threshold *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 165 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 20.0 FT Kh = 0.902 DISTANCE, Z = 7.0 FT Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp M 0.986 0.986 GCp (-) -1.086 -1.372 PRESSURE (psf) 73.3 73.3 SUCTION (psf) -79.6 -97.6 qh = 62.9 PSF qz 59.2 PSF P = gh((GCp) - (GCpi)) GCpi = t 0.18 BUILDING WIDTH = 100.0 FT a q b CORNER DISTANCE, a = 8.0 FT WARLICK ENGINEERING, INC. Conwiting E1lginem 3612 W. Ams1s St. .Tampa, Florida 33W9 (813) $73-0024 Job: World Wide floor Cempmenrs BY.,,, Data L (,? Ind Job No.Zoz-PS&Raws�csl�7� CONNECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 2 X 1870 X 2.33 = 4,9750 SHEAR = 2 X 2800 X 1.33 = 7,448# 3 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 3 X 1870 X 1.33 = 6,845# SHEAR = 3 X 2800 X 1.33 = 10,248t 2 - 1/4" 7APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 = 240# SHEAR = 2 X .385 X 1.33 = 1024# 3 -'1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 3 X 90 , X 2.33 = . 360# SHEAR = 3 X 385 . X 1.33 = 1.536# 2 - f 12 x I" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,330# SHEAR = 2 X 2100 X .25 X 1.33 = 1,390 3 - #12 X 1" RAWLPLUG PULLOUT = 3 X 2000 X .26 X'1.33 = 1,995# SHEAR = 3 X 2100 X .25 X 1.33 = 2,095# A T -?--i- r•--±---- Milestone Masie. _ +ments _. Approved 'By Central Florida B.O.A.F. March 18, 2002 Page 1 0r 1 mMemostomids F � TEST REPORTS^UW�N rww" �o� BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" . SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" 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. BOAFTEST CONCRETE OR MASONRT CPCNING )T OTACRS ONC IT WOOD BUCK 1T OTHERS CAULK )CTN'EEN WINDOW rI.ANGE L WOOD BUCK STUCCO J )7 OTHERS PCRIr.ETCR CAULK )r OTHERS (SEE NOTES) WINDOW MCIGMT PERIMETER CAULK — IT 01HERS ONE )r WOOD CONCRCIE OR HASGdIT OPCNU BUCK )r OTMCRS 3r OTHERS CAULK )CTvEEN WOOD BUCK L NAVY. OPENING BUCK VIDTM HEIR C .IcMT "'j +u>c or OTHERS SHIM AS AMC. D INSTALLATION ANCHOR FLANGE TTPC .114, MAX. 3/16, CIA. TAPCDN WINDOW FRAME (SCE NOTCS) SHOWN (SCE NOTC 9) JAM) INSTALLATION ANCHOR 3/16' CIA. TAPCOM SHOWN (SCE NOTE 9) p II i I . GLASS CM)CDMCNt C tiCE Notes) � O I L/ CAULK )CTVCEM 2CALP;K WINDOW FLANGE L WOOD DUCKPERSHIM AS REO'D. 1/A• MAX. )r O ci[C nOTCS> VtNOOV WIDTH FLANGE TYPE STUCCO WINDOW FRAME IT OTHERS CAULK BCTvECN MEADCR p VWD BUCK L SECTION B—� MAS'Y.OPENING I OTHERS WINDOW WTH. BUCK HEIGHT C. WINDOW HGT. I rLANGC TTPC LK WINDOW rRAME SILL ELF VATION ° VIEWED FROM EXTERIOR ° V SILL STOOL IT OTHERS O , CAULK DETVCEN \\v\— py �• VINDOCAV rLANGC PRCCASI SILL L ►Rtit'SILL 8? DtHERS 'II III ADMCSi CKC CAULK OR APROVCD COL. 1" SECTION A -A �' _1tS��'_ ��� 1 F 2 12002 TAPCON LOCATION CHART CALL TIP TO t A : N IN HEA A I N IN AM UP TO AXF UP p T TO AK SIZE TIP so •o• ,TD, To CD22 C.D .1" 7+7X1 3226/e S.0 .0 L JI.KJ .L02 7. X SO /e .0 i+ l 114 033 f 0£ t/. X 36 3/e I O'C.C.i LC.O.0 A I ' B C.C.0 +.C.D.E.F 1 J,K C M I J K T'+2 11 X A LA. -... I,J 123 I n x 33 3/1 B.G,C.{ A.! :.O i.F' I i X.I. I B J.K.I. T+ t n x 0 B.C.G.E +.'.C,D.t,F I J K,l I K YIV70 A M3 120 13B 3/I B.C,C.t I +.i :,0,[.F LJX L M4 120 I AT'JCC.r.r A=.C.D,EI .MIJ 1JK two 72 X 24 Lod 60" 72 X 36 C.0 s,C.D,E I,J I.J.K.L A C.D LC.O.E ,J,K,L I.J K 7030 BA x 36 B.C.0 : I.C.D.0 1,l,KA. IJ,K.L 7040 94 X AA B,C,O.{ I.C,O.{ ' I,J,K.L I.J,K.L so 0 96 X 24 6030 96 X 36 I,J,K,L I.J,K.L A + 8 C - •.D.C.DU I,J.K L M I K R ,q 6 I sd B.C.O,{ 4.C.D.E 1•.1K•L LJ.X.I 0030 + . : A.4.[.C.EI I '10020 120 X 24 .- la I,J,K.L 10030 120 X 36 B.C.0 C I w,I.C,D,{.r LJ.K L I,J.K,L 1D040 120 X Aa B.C...{. A,9.C.D.:.f I,J,K.I I,J,K,L w=1 I 1) SHIM AS REO•D. AT EACH INSTA'.LATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BC 1/4'. 2) mNDOw FRAME MATERw.: ALvM!Nw A6LOr $063. 3) TAPCON INSTALLATION ANCHOR MUST DC OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDWENT•Or 1-1/4' INTO MASONRY OR CONCRITE. +) USE SILICONISEO ACRYLIC CAULK BEHIND YANDOw FtANDE AT HEAD & JAMBS. SILL MUST BE ATTACK) TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED Co". H 3) USE SWCONII£O ACRYLt_ CAULK FOR PERIMETER SEAL AROUND EXTERIOR —� Or YANDOw FLANGE. 6) IF. CXACT wINOOw SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR • OUAWITY.USTED WITH NEXT LAAOCR WC. FOR THE APPROPRIATE DESIGN PRESSURE REO:D, B 7) GLASS TMICXNESS MAY VARY PE2 )ME REOVIREMEN'S OF ASTM WOO CLASS CHARTS. 6) LETTCR CESICx&T1pr4S ON 1HE 1APCCN LOCATION CHART..WDICATE WHERE TAPCON ANCHORS'ARE TO V wSIALAD WHEN LS,NG TME' EXTER10R CLCWATION AS A KEY. L 9) ALL FACTORY APPLIED M.OL(S NOT DESICHATED FOR TAPCON ANCHOR SHOULD BE FILLED W.-H (a S:REWS OF SVFFICIEN/ LIM, TO PROVIDE MIN, S/B IN. CMBEOM{1:T INTO W00.^. BUCK. 10) APPLICATION Or VULK£W 11£ A: MEiwE CAULK AT rRAMC SILL MUST COMPLY WITH SEALAN' MANuFACTUFER-S RECOMMENDATIONS. 11) WHERE WWOOW IS INS'ALLED IN MASCNRT OPENING VATM A STAVrTUAL Two BT BuCK, USE f-0 SCr•E'AS OF SUFFICIENT LENGTH 10 ACMiEVE MIN. EM9EDMIR.T A, +;L INSTALLATION FAI�ENER LOCATIONS. !so INSCAMAt10MAL Owl,3'JI/L 230. Ii A'-iw, Lair ;{Iq AMOR< •07 eos-0363 rAA $MCAfMING C14I' MIN. C WINDOW FlwICTVCft IT OtHfRS 7KDMCI S/QAfMI1/CI INSTALLATION ANCHOR 48 SCREW SIDING OR SICING I / �IT OTMCRS PERIMETER CAULK It OTHERS GL-VNG 11YP.) KCE NOTE 7) WINDOW HEIGHT PCRIMCTER CAULK 1Y OT14CRS . INS T ALL AT ION \ ANCHOR s1 SCREV STUC2 OR I SIDING 11 OTNCRS CAULK KNEEN f VINDOV FIN J I'MIN. 6 'SNCAFNINO SHEATHING J CMJCDMCNT IY OTHERS SECTION A —A TWO IY WOOD /T OTHERS 1/A' MAX. r SHIM SPACE SNIn AS +1f0'D (SCC Notts) FIN TYPf WINDOW FRANC HEADER FIN TYPO WINDOW FRAME SILL VINDOV WIDTH � tr ac. MAX. II (TYPa A —r WINDOW / COUALLT HEIGHT SPACE ANCHORS 1 (TYPf A 7tjIMAX.J 24' O.C. II (TTPJ MAX. (TYP) 6' MAX. (TYP.) LEVATION VIEWED FROM EXTERIOR MARBLC SILL STOOL By � �+- _ OTHERS CE? m-A! `-L.e•:.:2J k " A A.+. tiJ'. J>a 'F. 2s..�LS j Fmu -TI/4• SHIN .,. I....,.. ---.. SPACE MAX. SHIM AS REO'0. (SCC W're. TWO Br WOOD BY OTHERS — VINDOV vIDTM TWO IT WOOD /T OTMCR$ SHIM (SEC NOTES) 1/4• MAX. SHIM SPAC. WINDOW FIN /L SMCATMING I I• MIN, CMICDN NT J GLA2I14G (TYPf —j (SCE NOTE 7) PEAIMEICR J C..K It OTHERS SnLATnING IY OTNCAS FIN TYPC WINDOW FRANC JAMS STUCCO CA SIDING BY INSTALLATION OTMCRS ANCNDR .a StREV SECTION e-B !lQ3E5: 1) SMIM AS REO.O. ADJACCNT TO•EACM INSTALLATION ANCHCP. MAX. ALLOWABLE POW STACK TO BC 1/4. 2) WV400W FRwC MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE Or SUFFICSNT LYN. TO A:MICVE MIN. EMBEDMENT OF V INTO WOOD FRAME MEMBER. 4) USE SRICONIZEO ACRYLIC CAULK SEMINO WNDOW FIN AT MEAD, SILL t JAMBS. S) USE SRJCONIZCD ACRYLK:'CAIXK FOR PCRWE1CA SEA. A.ROVNO EXTERIOR OF WINDOW FRAME. 6) CLASS THICKNESS MAY VARY PER THE REC'JIREMCNTS Cr AST" E1300 CLASS CMAATS., 7) INSTALL INSTALLATION FASTCUMS AT 6' MAX. FROM COP_•.ERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. W'N ANCHOR SPAGNC AS STATED, IS 70.0 PS, FOR ALL AVAILABLE SIZCS UP TO 73' X 71' MAX. REV DESCRIPTION DATE JINI FLORIDA EXTRUDERS 1 sANFORD° F oRiDa TITLE: I NSTALLATI ON DETAIL W/.'8 SCREWS HORZ. SLIDING FIw WINDOW - SERIES 1000 (�2I DRAWN SY: B$ APPROVED BY: DATE: 1 P/ 17/O 1 :GALE: N. T. S. Dwc:: FLEX0028 I11C►ARE1 In ►RODLCf t APILICAf ION CWANCCRIMG. 1MC.: LSO tNTERN4IIDIAI PXWT., Wilt 230. MCA74m. fL7:D4 32746 PMONC 07 1"11363 f4X 40 101-0364 S _ SHEATHING CAULK ICIVECH IT OTHERS VINDO ErAMING INSIALLAIJON MENTOR Is sca(V STUCCO DR OtHCRS -��T- PERIHCtER 1 CAULK, + IT ptHCai LLAZINO (trP.) (SCC NOt[ 7) —� vINDOv HEIGHT PCRIMCICR CAULK IT OTHERS INSTALLATION. ANCHOR 98 SCRCV STUCCO OR SIDING IT OTNdai CAULK ICTvC7Z:� YINODV SMEATNING L SHEATHING IT DTHCRS TvO IT VOW I• NIN. 1T DIMCRS i(MbCOHCNT—� Y /\ I tiv MAX. SHIM SPACE `SHIM NO f1N tYP£ (iCE NOTES) VINDOV FRAME LiHEADER VINDOV VIDTM IAA' MAX. jNIM SPA[[ WOOD IT — )r OTHERS \ SHIM AS RCO'D. (SEC NOTES) GLAZING (TYP:) (SCE NOTE 7) WINDOW WIDTH 2/• D.C. FIN TYPO wINDOv MAX. FRAME JAM) (TYP.) A vINDOv / // // EQUALLY SPACE HEIGHT AN[MORS (TYP.) FIN TYPE , SILL FRAME SILL B MARBLE SILL A STOOL 8r 2A' O.C. 6. MAx.<tYPa...� (TYP.) OTHERS MAx. (TYP.) 1/A' MAX. SHIM SPACE SHIM AS REO'D. (SEE NOTES) J1M EMBEDMENT Tv0 Ir WOOD 17 OTMCRS SECTION A -A CAULK 1EWEEN VINDOv FIN L SHE. -rN atu DHENT _-1 SMCATMlNG 1r OTHERS PCR:MCTCR CAULX �JUCCD INSTALLATION )r ,TMCRS OR ANCHOR .3 SCRCV SIDING IT QTHCRS SECTION B-B NI))FSm AS REO'O. ALLOWABLE SHIM STACK TO EACH HE�/a'NT(OH ANCHOR. S) WINDOW FRAM[ MATERIAL: ALUMINUM ALLOY $061 3) INSTALLATION ANCHOR MUST BE Of SUFFICIENT LTM. ZO AC,jICA YIN. EYBEONENT Of 7' INTO wooD iRAME MEMBER, •) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. SxL & JAMBS. NATION �) [zTE—RIP Of Cw)NDDW fiAMu[x FOR FL,:DWCTCR " AROUND IAEW M X RIOR 6) GLASS THICKNESS MAY VARY PCR THE R£OVIR£MENTj OF ASTM �Y C1300 GLASS CMARTS. ..� �r�""" ;• :�: �P•ti►l A 1) INSTALL INSTALLAt10N CSjCNf AT Mu. FROM CORNERS ANO MAx. 1A• O.C. DESIGN PRESSURC.CAPAC1IY LX INSTALLATIONS N1t,1 AN•ICI!jR SPACING AS STATED. IS 70.0 PSF Ir'+'�rA C'fi1.E� i7`i�! FOR ALL AVAn.BLC SIZES UP TO Tt/' x 49 5/8• wA, /I�ORIQA YUSMIR REV DESCRIPTION DATE IN] FLORIDA EXTRUDERS IISANFORD. FLORIDA TITLE: INSTALLATION'DETA% U/ a8 SCREWS HORZ. SLIDING FIN vINDOv xOx CONFIGURATION- SERIES 1000 i DRAWN BY:BB APPROVED BY: DATE:12/17/01 SCALE: N. T. S. DWG.: FLEx0029 ►RC►ARLD If, ►RODuCT ( A►►LIGATip• EWANCC404. INC.. fso INtERNATICNAI HCVT, S•.)TC tS/, MCA1MR0v. T:GRIY 7I746 ►NONE .07 105•DibS TAX A07 Dr•D)1{ CONCRETE OR ' NASONRI OPENING IT OTHERS ONE IT WOOD DUCK By OTHERS CAULKWINDOW irLWANDC L WOOD /L&K STUCCO _J eY OTHERS PCRINCTCR CAULK Wx IT OTHERS (WINDOW HEIGHT) IGLASS (TYP.) (SEC NOTES) CAULK ICY LICK L HAS ING y WOOD CONCRETE OR INSTALLATION ANCHOR �KiDT O*HCRS NAS"Y OP[NING :as 3/16' DIA. TAPCON IY OTHERS CALL TIP TO 3.V. i•Ir4• IIIN (DUCK WIDTH) --"I , L.t(6HCMr SIZE TIP ti I/4• sMIN 1-1/4' MIN. (LANCE TYPE SPATE nAz. C. 1H2 26 1/2 x 24 C CnlCDMCNT WINDOW FRANC SHIM AS 1tEO'0 1M3 26 1/2 x 38 3/6 C 1.4 26 1/2 X SO I/6 C C JAM) (SEC NOTCS) I INAS 26 1/2 x 56 1/4 C INSTALLATION A14CMDR 1 IMs 26,1/2 x u C I 3/16' DIA, 7APCON tM 26 i 2 x 72 C SPACESmIm MAX. 23 37"IX 38 3/C RIGID vlNn 1 IA 37 x SO 3/1 C CLAZING DEAD 24S 37 X S6 I/4 C 25 37 x 63 C GLASS (TIP.) 26 37 x 72 C (SCE NOTED 32 1/9 x11 73 53.1/1 1 X 38 /C 34 53 1/1 x 50 5/6 C 343 53 1/t x 56 1/44 C SHIN AS REO'D. U 5) 1/t % 63 C (SEC NOTES) Y I % 7 C 6 9.14 CAULK DCTVECN C23 74 X 38 3/8 8,C (BUCK WINDOW FLANGE 024 74 x 50 5/1 B,C rLANGC TrPC MEIGMT) L WOOD BUCK a 0245 74 It 5661 4 SX B,C HEADER CRANE PCRIMCTCR om 74 x 72 B.0 HEADER avtx stucco 2OW20M 24 X 24 IT OTHERS of OTHERS 20u30u 24 x 36 C v.v. 20U40M 24 x 48 C (WINDOW WIDTH) CAULK DCTVECN 20wtu 24 x $4 C WOOD RUCK( L 20u50u 74 x 60 C 'j SECT�ON 6—e w+S'r. OPENING SDu20w 6 x 4 J RIGID VINYL NOTES,iY OTHERS 30M30M 36 x 36 C 1) SHIM AS RCO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE 3OM40u 36 x 4L C GLAZING BEAD GLAZING SHIM STACK TO SC 1/4. 30M46u 36 x 54 C 2) WINDOW FRAME MATERNL: ALUMINUM ALLOY $063. 30u30u 36 x 60 C 3) INSTALLATION ANCHOR MUST BE Of SUFFICIENT LTH. TO A0404 MIN. TOM60u 36 x 72 C FLANGE TYPC EMBEDMENT Or 1-1/4- INTO MASONRY OR CONCRETE. 4OW30M 48 x 36 C WINDOW rRAmc 4) USE SKJCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HELD At 4OM4Ou 48 x 43 C SILL JAMBS. SILL )RUST BE ATTACHED TO THE SUBSTRATE Lwlin VULKEM 4OM46M •8 x 54 C 116 ADHESIVE CAULK OR APPROVED EOVAL ' 40AWW 48 x 60 C 5) USE S"ONIZED ACRYVC CAULK FOR PERIMETER SEAL AROUND 40u6OM 48 x 72 C EXTERN! Or WINDOW FLANGE. 6) If CXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE 46M3OM s4 x 36 C ANCHOR OuANTITY LISTED w11M NEx'. LARGCR SIZE. FOR THE 46M40M 54 x 46 C APPROPRIATE DES14N PRESSURE REO'O.. 46M46M 54 x $4 C 7) GLASS TMICKNCSS MAY VARY PER THE REO(nREuCNTS 0r ASTu CI300 ` MA 6NSOM SA x 72 P CAULK 7CivEEN O / V CUSS CHARTS. ,pM20u x 4 WINDOW CLANG[ J 8) LETTER DESIGNATION$ ON THE TAPCON LOCATION CHART INDICATE S0M30Y 60 X 36 C L PRECAST SILL C WHERE TAPCON ANCHORS ARE TO BE INSTALLCD WHEN USING THE sOwOu 60 x 46 C VRECASTH I76 PR[CAST SILL C I�1 EXTERIOR ELEVATION AS A KEY. SN46M 6C x $4 C ADHESIVE CAULK Br OTHERS S EC T�Q N A — A 9) ALL FACTORY APPLIED MOLES NOT DESICwATED FOR TA:CON ANCHOR SOM50u 60 x 60 C OR APROVCD COL. SHOVLO BE TILLED WITH f8 SCREWS OF SUFFICIENT LTH.. TO -PROVIDE s0M60W 60 It 72 C MIN. 5/1 IN. EMBEDMENT INTO WOOD BUCK. ° \,/,W. 10) APPLICATION Or VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST S6M30u 66 x 36 e FA COMPLY WITH SEALANT uANUFACTUPEP.'S P.ECOMMCMDAWNS. S6L146M 66 x 48 8 � $6M46M 66 x 54 1.0 1I) ONE ADDITIONAL FIELD DRILLED @INSTALLED ANCHOR 4 REO'D. IN sSMSOu 66 x 60 �.0 B C` 0 CALM JAMB ON INC rOLLOwtNC SIZES' 'D25' (73 7 62). 'D26' M60w 66 x J2 (73 x 71). 'S6M6OM' (55 X 71). & '60M60u' (71 x71). PUCE A �� I ANCHOR BETWEEN ANCHORS 'C AND I' AND BETWEEN ANCHORS 'H 6OW30M 72 x 36 e AND J' OvEP. SS PSF ONLY, 60u40M 72 z 48 Nc t M46W 72 x 54 e C d LOCATION CHART ; IONS HEA IN HEAD .a I N-- .A I N` N JAMI`IN N JAMS OtsrW Ow Olsf 07Sr J ASf ►v TO TO TO TO I TO 7 A7 'C C C.n O.nC C G.8c.HC cn GNC 70'N'.. GN G!(C C c,H O,HJ,JC C G M C.N J C C G N n G.N r M G n C C C.M G:+J.J C."w C C O,N c,NJ J C,n,1,J C C O.H O.nJ.J 4,nJ J C C c,HA,J C.MJ J E,f G.M1.1 ex e.0 .� c,M CJI A G,MJ J B.0 D,C I,G.M,t,J O.N,LJ B.0 i,C CC G,M,I,J G,HJ.J B.0 I': c,nA J c.nJ.J E.f,G.M.LJ B.0 6.0 G.M.I,J El.GJi,1.J EF,C.nJ,J ,� B,C A,3,C,C c,H O,HJJ C +J J B.0 A.3.C.0 G n 1 J GJ+J J I Mom.'.J 8.0 A,3.C,0 G.n,IJ C.f.cJ'IJJ E rz n u C C 0,1 C C CJ C C GJ C C 0J C CI 1 C C GJ C C Cd C C cJ C C 0.) C C B,C G.r C e,c OX C e,C G H I 016 J+ B.0 9,C G N e.c e.c cJ+ e.0 SIX C.MJ B.C. B,C C,H,I B.C3.0 N ✓+ e.c D.c C.N B,C e.0 0.H B.0 3.0 C.MJ, B.0 S.0 0,M,14 B.0 e.0 C.M.1, Is a. A.3.C., c.N B.,C A.3,C,O OJ( B,C A.3.C. CPO. 6.0 A.3.C.: G.n,l, !.0 I ! : A.B,C.0 C.M C.N3.J .G,MJ,J G,M3,J C.M,I,J ClIJ.J: G.H,u EJ I,c.H,IJ LG,H.LJ c.H1.J 12) WHERE WINDOW IS INSTALLED 84 MASONRY OPENINC WI:n A STRUCTUAL 60MSOM 72 x 6C A.«C.3 G.M I J Ef CJNJJ EF.G,n.LJ JE TWO BY WOOD BUCK. USE I10 SCREWS OF SvFFICIENT LENGTH 10 •"�J. ACMIE'JC I.3/8' MIN. EMBEDMENT AT AFL INSTALLATION FASTENER u M 7J % 71 .• B C A.e,C.3 C H 1 J F c n I F H 1 LOCATIONS. ON SIZES NOTED IN NOTE (11 ADD A 110 SCREW mADDITIONAL AN"IiORS RE.—D. SEE NOTE 11 ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES e INTERNATIONAL, INC C11PT I AI FL::=, L g FLORIDA E�XTRCIDERS SANFORD, FLORIDA r.4y' TITLE: I NSTALLA71GN DETAIL W/ TAPCONS bIANUFACTLFfMil KAM _�arrvQ = HORZ. SLIDING CLANG: uJNDOw - SEP.I:ES 1000 F-'oe/� DRAWN BY: BB APPP.OVED BY: `_RIOR 1 _ ( .a.l•, lLi I�. DATE: 10/ 3/01 :CALF: NT$ DWO.. FLEX00?0 rR[►AP[C Lr. PXaoV'i t •Ar►L1GTtOn [tt.INCCk:Nt:. Ud.. ts0 IagYw •1^ ravY_ :U.Tt rs6, r(4)-A3v. rLc(:6. 3t)44 PHONE 1.7 Ws•oxs FAA W 665•03ss CAULK ICTvCCN ` DNf BT vOOD CONCRETE 0► VDOD LUCK L 1vCK /T OTHERS MASONRY OPENING NAVY. OPENING r /1 OtMC►S IT OTHERS CAULK IETVEEN VINDOV FLANGE (� t VDOD fuEK 1 j j I C CNt A P ° MICDfpHEMt STUCCO , J IT OTHERS ►CRI•dTCR CAULK /Y OTHERS RIGIO VINYL GLAZING LOAD (TYP.) INSTALLATION ANCHOR 3i16, DIA. TAPCON SMIM AS RCO'D • 1/4• MAX, (SEC NOICS) FLAMGC TY►C VINDOV FRANC HEAOCR GLASS (TIP.) (SEC Notts) I.v. 4IvCX viDTH) INSTALLATION ANCHOR ONE 1T VOOD 0/16' DIA. tAPCON IUCK IT 07KRS SHIM AS REO'D. AMID VINTL 1/9' MAX. GLAZING ICAO tSCE MOtEi3 (T TP.3 GLASS (t TP.xSEC NOTES) 1-1/4• KIM. CMICOMCNT D ST D IT THCRS v O fLANF.0 RANC VINDOV FRANC JAM$ CAULK IETVCEM v vINDDV FLANGE ►ERIM[tCR L VDOD DUCK CAULK /Y OTMCRS v.V. (VINDOV v1DIH) 1 (IvCK MCIGMT) CAULK ICTVEEN WINDOM FLANGE L PRECAST SILL v/ VULKCM III ADNCSIvE SECTION B-B CAULK. OR APRV'D. COL. rLAMGC TYPE RCRJMEtER vINDOV FRANC Sill CAULK /Y OTHCRS W.W. PRECAST SILL J A A B C IT, OTHERS 1) SHIM SECTION A —A 1) SHIM AS REO"D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE E SHIM STACK TO BE 1/4', D 2) WINDOW rRLwC MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE Or SUFFICIENT LTN, To ACHIEVE 1 MIN. EMBEDMENT Of 1-1/4' INTO LIASO-11 OR CONCRETE. A) USE SIL)CONI2ED ACRYLIC CAULK 9EM1MD WINDOW FLANGE At MEAD J p K k JAMBS. SILL Must BE ATTACHED TO THE SUBSTRATE WITH D VULKCM TT6 ADHESIVE CAULK OR APPROVED EQUAL. S) (SUS NIZC+D ACR K CAULK FOR PERIMETER SEA. AROUND W,H. F G C e) IF CKACT WINDOW SIZE 15 NOT LISTED IH ANCHOR CHART, USE ANCHOR OuANITTr LISTED NRTH NEXT LARGER SIZE. FDA THE APPROPRiAtE DESIGN PRESSURE REO'D. 7) CLASS THICKNESS MAY VARY PER THE REOwREMENTS Of ASTV E1300 CUSS CHARTS. 9) LETTER DCS10144TIONS ON THC TAPCON LOCATION CMART nND,C•TE H I WHERE TAPCoM ANCHORS ARC 70 BE INSTALLED WHEN USING THE I_ EKTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES MOT DESIGNATED FOR TAPCON ANCHDR•SHOULD LE,rUED WITH Fe SCREWS Of SUFFICIENT LTN. A TO ►ROWO£ MIN.'S/8 W. EMBEDMCNi IN10 WOOO BUCK. 10) r ftd A EXTRUDERS TOOT SERIES SINGLE HUNG K SHOWN. THIS ELEVATION PRBNT ALSO APPLIES TO t11E rLORICA. EXTRUDERS 1500 AAtO 2000 SERIES SINOtf NUNOS. I I) wM£R£ WINDOW IS INSTALLED RI MASONRY OPENING WITH A s�ICIIENµT LENCTO TBY O KM�EK'1 V3/0' MIN. EMBDENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS, CAULK ICTVCEN v00D TUCK L MAST. OPENING BY OTHERS CONCRETE OR MASONRY O►CNING BY OTHERS r B °A2; STY ` 4 TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30•sr TO 40w 41.v TO 7OPSr 30•v TO AOPV ATPsr TO 7:•v SIZE SIZE 12 Is 01 21 0 e 1 e r.c F,o r.0 F,0 13 Is Iis X. 37 3/0 S/► B e r.0 1. ,e +/e X.49 +/e 1 ss 1/4 B / r,c F.G 1.45 13 ,e 16 1A X 62 8 B F,c r.0 16 is 1/6 1 71 8 B I.0 1.0.H.1 7 , 1 1 F f K 1M. 2S 1/2 L 2! B B B 8 Fo FD r.0 tM3 25 112 x 37 3/e 1/241 5/6 e a F.o r,c.MJ INA 2s .X 2S VI x $S +/• B 8 F,c r,O.MJ 1M0 INS 2) 1/, 1 11 8 8 rc r.0 1 ING 2S 1/2 1 71 B B rA F,O.HJ IM7 ! I 1 03 B I cJ,K F.CJ.R 30 t/2 . 20 29 +/2 1 2S r, f,6 1.0 30 1/2 . 36 3/1 21 1/2 1 37 3/1 e e B 8 F,G ►A.MJ •0 1/2 , so 5/0 29 1/2 X 49 S/e e B F.0 r.CJ+J 70 1/2 , 36 1/. 2! +/) : !! I/• (/: x O2 e e r,c ►.C.M.1 30 1/J . q 29 29 1/2 X 71. e 8 I.G,M.l r,O.HJ 30 1/2 . 73 30 , 2 . e.. 29 112 1 63 e B r,CJ.K f.GJ.K 23 36 x 25 362 31.3/1 e e F,0 GG f,t r•G.1IJ 24 N 1 .f $/e B B B e "0 r.O,HJ 2.5 25 )6 . Ss 1/. St 1 q B e ►.C.N LO.HJ 26 >d 1 71 B 6 r.c mi O.U,0,4.1 7 36 1 e3 9 e f.OJ.K r,09(JJ.K A i 41 X 25 ar,0r,O,nJ B B •7 . 36 3/1 ., i 17 3/e B B F.G I,O.HJ VI N, i .9 $/1$ 9 B f,cJ+J I.OJV •2 K 6 n 1 SS t/. n X e2 B B F,OJV O.EFAJ•J 42 . 72 Al A a 1 71 ., 1 e3 8 B I,C,HJ .► c K D.EJ.OJ+J F c.M IJ A Ae . 1 47 x 23 B A. AC r.G F.C. .6 . 36 3/8 .7 i 37 3/6 -.1 B A,C ► 0 r,0.1•J Ae . 50 $/1 i ft 5/6 sS 114 B A.0 LGJ1d F.c,M) .e . S6 ,/• Ae . 63 47 1 .7 1 62 B A.c r.G,M,I D.Ef.0.M.1 !e . 72 •7 x 71. B A.C^D.u.YM.1K A, . ales 32 33 32 1/e 1 2 s2 1/6 X I7 3/e e B A.0 A.0 rA E,0' C. r,6.r.,I 3. S2 I/A x 3/e 8 A.0 ►.O.MJ r c.MJ f.c.MJ D.EJ.G.M.l 3 5 35 55 S2 ,/6 X SS 2 52 1 a a A.0 A•C r.QM,I 0,Ef.GJI.I 36 7/1 71 S2 I/e 1 71 I AC rpol.l F,G.J,K D.E.r,G.M,, D.E.r.c.J.KJ,x 37 � 57 I/6 i 63 e A . 37 SIZE NOT AVAILABLC IN 1000 OR 1500 SERIES, FLORIDA EXTRUDERS INTERNATIONAL. , RIDA TITLE: INSTALLATION DETAIL SGL, HL)NG FLANGE WINDOWS — SERIES 1000 , 1500 L 2000 DRAWN BY.: B B APPROVED BY: _ DATE:10/09/O1 SCALE:NTS IDWG.: FLEX0016 !Ai .p7 6:S•0366 PREPARED 1": PROMT A ✓►UCA7*1, CA+C..CCRK.O. R.C.. 250 wTCRNAI"ON.L ►MY„ SIATC 250. McAlMOw, fLOR,D. 32716 ►,O..0 .07 005-0365 1' HIM. CMICDNENI CAULK SHEATHING TWO 11 WOOD WINDOW FIT W r)_/ OTHERS $M[AT SHIN AS R[0'D. INSTKlAt10H Ar4 NOTEUSTHECO PB vCAD SCci[t RSIr OTHERSI1.' MAX, PCRSHINSPACCIT OFIN TTPC WINDOW fRAME HEADER GLAZING c7TP.) — cSC[ NOTES) WINDOW HEIGHT GLAZING (TTP.) MC NOTES) ►CRIHCTCR CAULK IT OTNCRS rim TYPE WINDOW rRAMC SI►c.RILC SILL STOOL By OTHERS WINDOW WIDTH V.' MAX. SHIM SPACC SHIM AS REO•D. TWO BT �JOD �i. (SCE NOTES) STUD 'IT OTHERS pp (/;� CEN I n nANUFACTUBtA N GLcsCC AZING 'iER # vCs)YUS WINDOW DIM A� 1 24, O.C. No. CTTP.) COUALLY SPACC WINDOW ANCHORS III MCI HT A IT TP.) II 6' nAK.-- II +++IIIIII IIIIIF���------ 6' nAx cTYP,) EL VATI N VIEWED FROM ExTER10R FIN TYPC VINDOW FRAME JAMB 1' MIN �jj CnBCDr.Cnt SHEATHING" I1 OTHERS CAULK BCTvECN v1NDDv FIN t SMEATMING PCRIMCTCR INSTALLATION ANCHOR M,'LK RB WOOD SCREW BT DINERS STv'CO by OTHERS SECTION B-B NOTFK• 1) SMAI AS RCO'O. AT. {ACM INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK 10 SE 1/4'. 2) WINDOW -FRAME MATERIAL- ALUMINUM ALLOY. 6063:.- 3) INSTALLATR:IN ANGIOR MUST BE OF SUFFICIENT LTM. . TO ACHIEVE MIN• EMBEDMENT. OF )' INTO WOOC BUCK, •) USE S4KONRED ACRYLIC CAULK BEHIND VnNDCW FIN AT HEAD. SILL k j4w?S. . 3) USE SnXOIZED ACI IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF w•NOOW FRAME. 6) IF EXACT vRNDOw SIZE IS NOT LISTED IN ANCHOR. CHART. USE ANCHOR OMANTITY LISTED WITH NEXT LARGER SIZE. 7) AST S C 3�KNNEES•SSS MAY VAR T PCR THE REOUIRE+ACMS Of e) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS $MOWN. THIS PRINT ALSO APPLIES TO INC FLORIDA ETR;)DERS 1300 AND 2000 SERIES SII HUNG WINDOWS. INSTALL A°MN ANCHOR TWO IT WOOD.B WOOD SCREVIT OTHERS STUCCO rl lY DINERS i "%;� REV DESCRIPTION DATE INI FLOrRIDA EXTRUDER INTERNATIONAL. INC CAULK-BCTvEEN ;.' SANFORD, FLORIDA WMDQV FIN SMCATMING t SHEATHING IT OTHERS I'nIN. TITLE: INSTALLATIONDZTAIL V/R8 SEKEV$ • SECTION A -A CHBEDMCNT ") -- =•�. - .' .. SING-E HUNG FIN WINDOW • SERHS 1000, 1500, L 2000 - �'1 . .. DRAWN BY: 83 APPROVED BY: DATE: I2/ 13/01 i=GALE: N. T. S DWC.:FLEx0026 SHi 1 OF 2 .. ►RTAARC5 S• PROktf L .0001!ATlnk CNGINCO ING- INC. 2S0 INTCRNATIDIA. PKVT_ SUITE 230. ✓_A: ni_i. rLORIW 227.4 ►LANE .07 003-OXS 'TAX .67 1103.0364 CONCRETE OR MASON., OPENING BY SYN. OK IT VOOD BUCK 11 OTHCRS CALK SETVEEN , (1 vl`pv D JVCiCK D 1 • STUCCO BT OTHERS PERINCTCR CAULK IT VmCRS GLASS (TTP.) ,SEE NOTCSI vx VINDOV -VGMT ) PCRINCTCR CAULK )1 OTHERS 0 CAULK BETVCCN VINDOV FLANGE 6 PRECAST SILL V/VULKEM 116 .AD)KSIVt CAULK • OR APRV•D. COL. ' INSTALLATION ANCHOR )/16' CIA. TAPCON CAULK SCIVEEN vCOD BUCK I MAS'Y. OPENING D7 OTHERS OLAS$ (TTP.) Q (SEC NOTES) CHBCDMCNT pCt � SHIM A$ REO'D. n' .Q#' (/a• MAX. (SEC NOTCS) FLANGE TYPE VINDOV FRAME W.W. RIDGED v GLAZING DEAD B.H. (DUCK / HEIGHT) g B RIDGED VINYL W.H. GLAZING ' DCAD e24• O.C, MAX, (TT►-) rLANGC TYPE _1 VINDOV FRANC �_ •� 6' MAX. (T TP.) I a 1 v PRECAST SILL IT DINERS SECTION A ,. _ A ­01- ELEVATION VIEWED FROM EXTERIOR I" --auCK VIDTn) SHIM AS RCO'D. 1/A' MAX. (SEC NOTES) RIDGED VINYL GLAZING BEAD I•v.• .p. CONCRETE OR C�fC pr(Nt MASONRY OPENING DY OTHER; D INSTALLATION ANCHOR 3/16' DIA..TAPCON . . v O oNc if +,oDD BUCK 11 OTMCRS v FLANGE TYPE / s VINDOV rRAMC CAULK iCTVECN VInDDv FLANGE PCRIMETCR L VOOD DUCK CAC K IT Ct.,CRi CAULK ICiVCCN ` VOOB DUCK V.V, � - MASAY.'OPENIIIG a'INDOv V1DTM) IT OTHERS STUCCO IT OTHERS sECT10N e- 1n ) SHIM AS REO'D, At CALM INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO B♦; 1/N'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16• DIA. TAPCON INSTALLATION ANCHORS .MUST BE OF SUMMN..T LTN, TO ACHIEVE MIN. EMBEDMENT Or 1-1/4- INTO MASONRY OR CONCRETE. a) USE SIUCONIZED ACRYLIC CAULK BEHIND, WINDOW FLANGE AT MEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH vLILKEw 116 AOMCSIVE CAULk OR APPROVED EOVAL. 3) USE sivCOmZED ACRYLK: CAW( FOR PERIMETER Sat AROVNO EXTERIOR OF wN00W FLANGE. 6)IIF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTItT-LISTED WIT" NEXT LARGER SIZE. FOR THE APPF(OPRLATE DES:ON PRESSURE REO'D. T) CLASS THICKNESS MAY VARY PER INC REOVIREwENTS Or ASTM E1300 GLASS CMARTS.. 6) WHERE SPACING BETWEEN iAPCON ANCHORS EXCEEDS 24 IN. O.C.. JB SCREWS:OF SUFFICIENT LIM. TO PROv10E wIN, 3/A IN. EMBEDMENT INTO WOOD BVCK SHHOULD BHIS EIN�KLL INSTALLED. TO THE t) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN- /LORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 10) SEE BACK Or THIS SMT. FOR INSTt'N ANCHOR REOUIREMENiS. II) APPLICATION Or YmKEM 116 AOMESNE CAULK AT FRAME SILL MUST COMPLY W1TN SEALANT MANUFACTURER'S RECOMMENCATIONS. 12) WMCRE WINDOW IS I(S1AtL.ED IN MASONRY OPENING WITH A STRUCTUAL 1W0 t, W000 DUCK. USE 110 SCREWS,Or SUFFICIENT LENGTH TO ACHIM 1-3/6' wIN. EMBEDMENT. 13) WINDOW UNITS CAN BE wUL:ED TO OTHER VnITS USING ALUMINUM TUBE MULLK)N. SCE MULLION INSTALLATION SHEETS FOR R!OVtREM!NTS. INTERNATIONAL; ANC FLOPIDA EXTRUDERS. swNFORD,.FLORIDA A4TITLE. INSTALLATION D:TAII u/ ONE BY BUCK FIXED.FLANGE WINDOW — SERIES 1000 L 2000 DRAWN BY: BB , 1 APPROVED BY: T ' 2002 DATE: I0/22/OI SCALE: NTS DWG.: FLEXOOIS SNCCT 1 0: 2 PAEPARco en'PROQ)CT ncrxrotocT XwP„ 7!0 MICA aATK1W ►KWT. SAIC 250. C11MAyA, ROAD+ 32T•S PMOHC 40Y SOS•03tS FAA .0T 6C6•:366 FSHEATHING IT Clocks CAULK ICTVECN vINDOv FIN L SMCATHINC INSTALLATION ANCHOR as SCREW EXTERrINIS IOR RO1HCRS —� PER114C TER / CAULK — IY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK IT OTHERS INSTALLATION ANCHOR AB WOOD SCREW EXTERIOR FINISH PT OTHERS 1 GLAZING (SCE NOTE 6) CAULK DCTWCCN --+ J I•MIN. 1 WINDOW FIN CM3CDMC NT t SHEATHING SHEATHING IY OTHERS SECTION A -A I- MIN. [MI[DMCN1 rWOOD FRAMING IT OTHERS FLORIDA B.O.A..F' SHIN AS RCO.O.CENTRAL A *,1•{•,T t (SEE NOTES) C i Hll++l' U t I6 • MAX SH. F.t IN SPAC[ �i t L+r[+g� jly[j GLAZING (SCE NOTE 6) FIN TYPE vINDOv FRANC FIN TYPE VINDCV FRAME '--SHIN AS REDID 1/A• MAX. (SEC NOTES) v00D FRAMING SLICK IT OTHERS EXTERIOR FIN TTPC WINDOW FRAMC A -*I ELEVATION VIEWED FROM EXTERIOR WINDOW V1Dtn SHIM MAX. SHIM SPACE WOOD FRAMING IT OTHERS SmCA1nING IT OTHCRS INSTALLATION ANCHOR no SCREW CAULK ICTVCCN vtNDOW FIN t SHEATHING SECTION B-B PCRInC iCR CziCRIDR IINISM CAULK IT OTHERS IY 01MCRS NOTFS _ i) SHIM HOR W17n LOAD BEARINQC INSTALLATIONSHIM.ACH MAX.MALLOWAS16C SHIM STACK TO BE 1/4-. 2). WINDOW FRAME MATERx: ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCMT TO ACHINE MIN. EMBEDMENT OF I' INTO WOOD FRAME. ,) SSARKI ? ELLOUND. Err RIOR OF WINDOW FRwE. 5) USE •S$uCOMIEO ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER R£OUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS' ALSO OVALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW 1S SHOWN. THIS. PRINT ALSO APPLIES TO 1 THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW, B' 8) SPACE INSTALLATION ANCHORS AT C MAX. FROM CORNERS AND MAX, 24' D.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS- WTTM MrICHOR SPACNC AS STATED. IS 70.0 PSF FOR ALL AvAILABLE SIZES UP TO 73' X 71' OR 63' X 25' OR 119' X 37-3/8' MAX. 9) WINDOW UNIT CAN BE .MULLED 10 OTHER UNITS VSING ALUMINUM TV?E MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. III": 1N nn F I FE 20aZ •''r DRAWN B' DATE:1 / s�re.arn t. VYnnurT 1rrnM0LOCT CORP.. ISO INI[RWt*1 AL ►KWT 'ALE: N. 1, �;.IDWc,-: r LLAUL MART, TLDA04 3-716 PHONE •07 605-0365 CALK I[TVEEN VINCOV rLANGE L VOOD IvCx COMCRETC OR MASONRT OPENING IT OTNERE BYIT OTHERS OTHERS 1 PCRINCIER CAULK IT OTP4RS WINDOW FRAME MEAD CxtERIOR VINM FRANC -� SI:L PERIMETER CA..K BT OTHERS EXTCRIOR FINISH —� BY OTHERS 0 CAULK /CTVCEN WOOD /LICK L MASONRY OPENING IY OTHERS ONE IT WOOD IVCK IT OTHERS 1) SHIN AS RCO'D AT CAC,M INVALLATK)N ANCHOR WIT. LOAD SEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME AUTERMI: ALUMIMUM ALLOY 6063. INSTALLATION ANCHOR 7) 3/16' DM, TAPCON INSTALLATION ANCHOR MUST Be OF SUFFICIENT LTM. TO )/It' D:A. TAPCON ACMI£VE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON AmCmM 6' /ROM CORNERS II 2s' 0..C. MAx. ALL FACTORY APPLIED MOLES NOT D£S414ATCO FOR TAPCON ANCHORS SHOVED Ot FILLED WITH IS SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/1 N. CMBEDMENT INTO WOOD BUCK, 4 1-1/4' MIN A) WHERE WINDOW IS INSTALLEO IN MASONRY OPENING WTTH A STRUCTURAL TWO BY EMBEDMENT BUCK, USE #10 SCREWS Or SUNICIENT L£NOTM TD'ACKEVE 1-1/3' MIN. EMBEDMENT AT SAME SPACINO STATED IN Not£ 5. 5) USE SILICONI£D ACRYLIC CAULK SEMIND WINDOW FLANGE A7 HEAD. SILL JAMBS. 1/4' MAX. 6) USE SR.COMIZED ACRYLIC CAULK FOR PER(MCT£R SEAL AROUND EXTERIOR OF yr 1 SHIM SPACE W04DOW FLANGE. 7) CLASS THICKNESS MAY VARY PEA THE REO(KREMEN'S Or ASTM C1300 CLASS. CHARTS. SING ; GLAZING IS SHOWN, INSVLATU•G CLASS IS ALSO OLM41AE0. B) BUILD DOWN AROVM0 CURvEO PORTION Or WINDOW FRAME To BE ENCINCSRED BY OTHERS, BURR DOWN MUST BE Of SLIMCCICNT S-RENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE S'RUCNR£. I) FLORIDA. EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO SHIM AS RED APPLIES TO FLORIDA EXTRVDCRS 1750 SERIES k 2000 SERIES. (SEC NOTCS) 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. (I IS NOT INTENDED TO LIMIT USE Or TOWS PRODUCT TO TMiS£ Two CCNFIGVRATKONS. Tr•.IS SHEEt APPLIES TO ALL CONFIGURATIONS TI(AT CAN 6£ MANUFACTURED FROM THE 1000. 1750. k 2000 $ERIC$ DESIGNER FIXCO WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS uvnc ALUMINUM TUBE MULLION. SEE,MULLION INSTALLATION SHEETS FOR REOUIREMENTS. ' GLAZING (TTP. SCE MOTCS) CAULK BETVCCN v1MDOv rLANGE 4 L WOOD RAF. CONCRETE OR MASONRT CAv-K IETVCCN /Y G HERS VELD BUCK L 1 so RYRpENING SECTION A -A INSTALLATION ANCHOR 3/16' DIA, TAPCON Sol" AS RCO'D (SEC N07CS5 SHIM AS RCO'D (SEC Notes) WINDOW rRAnC JAMS GLAZING (TTP. SEC NOTES) PERIMCTER CAULK BY OTMCRS Cf T£Ribt FINISH J IT OTMERS WINDOW VIDTM 1-1/A' MIN. CNjCDMENT /- ONE IT VMD TUCK IT CTNC+S INSTALLATION ANC.CR V16' DiA. TAPCDN kil CAULK IETVECN VCCS SUCK ( A-Y OPENING C CAULK IETVCCN WINDOW %A.N6C l WOOD BUCK CONCRETE OR MASOMRT OPENING +- or OTHERS «CTICv B-B L v- AIAI. EXTr RIGR ELEVATION EXTERIOR ELEVATION SMIM SPACE B.®.�F. NC Q )_,/••RNATIONAL, It WIN. ; FLOP FLORIDA �EXTRCiDER�'SANFORD, FLORIDA EMBEDMENT NAB P ONE IT WOOD TITLEfLANGC INSTALLATION DETAIL CONCP.ETE HEADER V/1 BY P-ICK PUCK IT 01.CRS _ DCSIGNER FIxED WINDOW 1000, 1750A t 2oC0 SERIES DRAW. BY: APPROVED BY: DATE:02/12/02 SCALE: NTS DWC.: FLCXD035 PKPrtI P. IMUAI T(EHYAAf CS". rA Wf~Z? ►H. IMTI t)K M141-01, 44PIM X14 1,OR of 03-Ml I" My $3'� INSTALLAT;ON ANCMOA ONE IT SLICK ):D SCRcw It CTKRE CAULK I(tVCCN VINC^'J IViLD DOVN DTM f6ANGE L SMEATMING (ALSO . :CS SNIw OSILL) 1) AS ►EO'0. AT (ACM. INSTALLATION ANCCOR mIC LOAD BEAR)NC SMiw. MAX, ALLOWABLESCR. STACK TO BE 1/4•. PLTv09D !'TPA AMC wTCALLI: AVlAUNUw ALLOT 6063. 2) w1NDOw FRANC IT OTHERS LMN. 3) TAP:ON INSTALLATION ANCIICAS AT SILL wUSt BE Of SUFFICIENT LTA, TO AC!uFv; I) 1 CuBCOu[NT wIN. EMBEOwENT Of 1-1/4' INTO MASONRY OR CONCRE.E. 110 INSTALLATION SCREWS AT MCAO k JAMS WVST lC OF SUFFICIENT LENGTH TO ACMFCVE 1-3/3' LRN. EMBEDMENT INTO wOOO FR.w*4 ANO BUILD DOWN •wE.RC REOIARCO. EX T[RJOR r)N1SM Cx WSTALLATION ANCMCAS k SCRCwS TO BE ►tACV i W. IROM CORNERS k 2+ IN. OTHERS O.C. MAX. A) USE SK.ICCOGUO ACR ,ICI CAULK IEMWD mNDow rLANCt AT NCAD, SILL k K"85. 5) VSC S%ICONIZEO ACRYLIC CAULK FOR PER1MEiE4 SEAL AROUND EXTERIOR Of WINC4w FLANGE. - I/A' WAX. I) CLASS TwCKMCSS MAY WAY PCR TmC REOLIRTEwiNTS Of ASTU 11300 CLASS SMw SPACt CMAATS. SWCLE OWING IS SMOWN, WSULATWG CLASS -IS ALSO OUALIFIED: 7) BUILD DOWN AROUND CvRvED PORTION or wINDOw FRAME TO BE ,ENOWEERCD iT 07M(RS. smo DOWN MUST BC or symcI(MT STRENGTH 10 ADEOVATELT TRANSFER MAD rRoM mNDDw TO TM( STRVCTVRC. l) FL:WIA EXTRUDERS 1000 SCRKS D(SICMCR wWGOw SMOWN. TMIS PRINT ALSC ►CR'MCICR CAULK V APPICS'TO FLORIDA (XTRLIOERS 1750 SERIES k 2000 SCRICS.' IT OTHERS f) ELEv4t*m$ SHOW COMMON COMfwUAAT". IT IS NOT INTENDED TO Llw, USE or SMIM AS REO'D Tw$ PRODUCT TO THESE Two CONfICURATiONS. THIS SMUT APPLIES TO ALL COMICVRATIONS THAT CAN BE wVA1lFACTURCD FROM THE 1000. 1750. A 2000 (SEC NEU;) SERIES DESIGNER r= ws40w FRAMING SYSTEMS. 10) WOO" LIMIT CAN ALSO BC MVLLEO TO OTHER LAUTS US" ALVAKNVM TUSC VtNDOV FRAM MULL4N. SEE wVLJDN INSTALLATION SMETS FOR RCOWNENTS. )MAD WINDOW )MIGHT CFTC°tOR V:NDOV rRAMC SILL PE'AlmCTCR CALK IT OTMCRS C%•ERICR FIN%- � /• CTNCRS GLAZING UTP. SEE NOTES) SMIM AS ROOD (SCE NOiC1) CAULK ICTVCtM ✓ 4 WNW. FLANGE Q L ONE 3T VOOD DICK CAULK li7vECN VODO I..K L +A SON!• 1OPCNIN: IT 07M'LRS RCRCl-C OR �FCTION_A_—A ka:iT .C1MEas 6UCK HEIGHT 1/.• NAl. SMIII SsA:C EXTERIOR ELEVATION —..I 1-3/1' MIN. EMBEDMENT DUCK V1DTn —�i I )/�• w'x. SMad SPACE CAW iCTVCCN TvO lY rAAMING I of )LICK CM:RETE Ir OTHERS Ii CIMERS IT SMIM AS ► (SEC NOTES)S) INSTNLATmN ANCMLv •;D SCRiv �rRAMC Q V:NDOV CAW /STVCCN JAMI �. V1,NO3V ►LAII'yc t v;LD IvCK GLAZING (tT►. SEC )4TCC) Q Q CCNCRCIC OR MAiorA i PCRI14CTCA CAULK DY OTMCAS IT OTHCRS VINDOV VIDTM C %iCR;CR FINISH SECTION B-8 AT DIKRS A F'XTPplr.: E`_%VATION w"CFMRAL FLORMA twIEDMEN* B.O.A.F. FLORIDA 'EXTRUDERS INTERNATIONAL, INC HANUFACTURM NAME: I SANFORD, FLORIDA ODD -DNC TT V Mx, D1 OD (� (� L TITLE: FLANGE INSTALLATION DETAIL V/ FRAME 3VILD DDtiv M:A'iSUR t �Y�7��a ■1.n. Yl { DESIGNER FIXED WINDC-1 1�:0, 1750, L 2000 SER:rS INSTALLATION ANCi P 3nc DIA TAPCON r^n DRAWN BY: RD APPROVED BY: DATE:C?ill/02 I SCALE": NTS DWC.; FLEx0036 M(NA[I I, -041 tttM4%, =w 130 NIq+T}r 8"1. YR Ix W-w, f1DNN i14 AOK h) NMIN.I Ir ., M).qw ■. SmCATNimG — IT CTmCRS Re INSTALLAII ANCHOR SCRCW EXTCRIDR /INISH--1 IT OTHERS FCRIHCICA CALK IT OTHCRS rim. Fume HCADCR 11 EXTERIOR PERIMETER CAULK BT OTHERS EXTERIOR FINISH---' IT OTHERS AB INSTALLATION-� ANCHOR SCRCW, (TTPJ SKAT14ING IT OTHCRS CAULK iCNIND rim _TWO IT WILD DOVN IT OTHERS '--SSEC NOTES) 1/0 Mt �N SPK( GLAZING (i TP. SEC NO1CS) -FIN rRAmC SILL SHIN AS RCO'D.- (SEE NOTES) / —T L_ vI• Fat WN YAEE N 1) SAIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR ValK LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4', 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE SILICON12ED ACRYLC CAULK. BEHIND WINDOW r.N AT HEAD. SILL k JAMBS. A) USE SILCONIZED ACRYLIC CAULK FOR PCRIMCTER SEA. AROUND EXTERIOR OF WINDOW FRAME. S) CUSS THICKNESS MAY VA.TT PER THE REOwREMENIS OF ASTM Ei300 GLASS CHARTS. SR+CLC OWING IS SHOWN. INSULATING GLASS IS ALSO OUALIFICO. 6) SCREW ANCHORS At HEAD, SIu i JAMBS SHOULD BE 13 -SCREWS Or SUFFICIENT Lim. TO PRO -ACE INN. I IN. WIN.. EMBEDMENT INTO WOOD FRAME. PUACE 16 SCREW ANCMM .6' FROM CORNERS AND 24' O.C. MAX.. T) OTHERS BIHIO OOWN MUST BE SUFFICIENT STRENGTH TO w FRAME To BENGINEERED By ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESXSNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA 61RVOCAS 1T60 SERIES t,2000 SERIES. 9) ELEVATIONS SNOW,COMMON CONF10URATIOmS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES 10 ALL CONM ATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 17510. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHECTS FOR REOVIREMENTS, iV0 IT fRAHI)IG EXTERIOR ELEVATION /+ OTHERS CAULK REMIND rim r y�V"� cot J �+ !COCK SECTION A A � Fta # �. 2002 SHIN AS RCO'0. - SSEE NOTES) rim rRAHC JAM)� GLAZING (TYP• SCE NOTES) /I �, L— r not WCIWIt SHE ATHtw, 1+ ETHERS Ex1ERI0a EXTCRIOR rlNttm IT OirtR2 �+—VIhDOV YI1SN--� PCRINCTCR CAULK by. OTHCRS SEC T ION B-B 1/1• IMi. RI iNSTALLAIION >hIn YAU ANCHOR SCREW (1TP,1 tVO IT rRAHIm li �-- c•uLK IC"I IEHImo nm 'EXTERIOR ELEVATION FLORIDA .EXTRUDERSO, INTERNATIONAL, RIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, S 2000 SERIES DRAWN BY:BB = APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 m%'wl M mew no aw lz I M WcMlwr 4.i. YTt M. KMHNY, ?,am& Rfy 1 '4 NI Im.A11S 1. Nf Wo-030 CONCRCTC OR $HiM AS RC'O'D MASONRY OPENING ($CE NOTES) BY OTHERS CDOOORKFLANGEEn t VOOD FUCK CAULK SCTVCEN+ ER PfR1MEt CR WOOD BUCK t NAVY. OPENING CAULK ly BY. DINERS OTHERS sTL,ccD By. OTHER f q , c .INSTALLATION ANCHOR 3/16- DIA. TAPCON INSTALLATION ANCHOR IB SCREv (TYP. VHCRC ONE BY WOOD iAPCONS ARC NOT REO'D.) RUCK 11 OTMCRS 1 1/4• MIN, EMBEDMENT 1/A' MAX. 4 i SHI4 SPACC INSTALLATION ANCHIOR s9 SCREW (TYP. VMERC t TAPCONS ARE NOT REO-0 i SLIDING GLASS DOOR FRAME WAD ICMPfRCD GLASS (TYP.) DOOR HEIGHT SLIDUA, GLASS ' DOOR FRAME SILL iI E�,3CDMCNT A • D • 1.1/IN M:H • �` D 1/4• MAX. SMIM SPACE 1 YE OR 1 1/4' MIN CM2EONE Ni MASONRY OPENING BT OTHERS ON: BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/:6' DlA. TAPCON 7i �. CALLK iCTvtCN VOOD BUCK G " NutSCNING THCR Q By OTHERS SLIDING GLASS ALLO...i1 Q CALLK.BCTvEEN DOOR FRANC pMB Q ,CAULK. KNEEN WOOD ZJCK t SL:D:NG CLASS DOUR HOOK STRIP \ HOOK STRIP t WOOD DUCK MAS'Y. OPENING BY CTMERS Q SHIN AS RCO'D. I (SEE NOTES) 1-!/R' MIN, CN?EDHENT\ I Q Q 4 INSTALLATION ANCHOR 3/16' Di A. TAPCON TEMPERED GLASS p CAULK BETWEEN DOOR TIANGC — (tTP.) i WOOD BUCK G ONE'BT WOOD PCRiMf.TCR CAULK BY OR BUCK BY 01i(ERS OTHERS CONCRETE MASONRY OPENING STUCCO BY OTHERS If OTHERS �— S.G.D. WIDTH L, CO i. B.O.l r.7E PORED GLASS SECTION R{�AG'I'iJRER ABQE; SLIDING GLASS DOOR - Txz,HA c INTERLOCK MASTER FIIAE # . HOOK STRIP.,DETAIL U DOOR MATERIAL, ALIMD'AH CH TAPUU TT►C INSTALLATION AMCMORS wsi IL Or wricirmi LENGTH TD ACMCvt MN. CMILOMENT Or 1-1/.•, tMTO MASOItT CA COCRLTC. .ALTC� T� CHINCH INSTALLATION 7mO riko T TO wh W•ALL.►RAM[.Kww . S1 YSE ULSCOWICD ACRTLSC. CAUL" KNIMO DOOR SKCfLAWA ATMCA# t JAMB . o) LISC StLiCORICD ACRYLIC CAULK felt /CRIMED00R. TER SLAL &R*mo EXTERIOR 0r'. 7) V CxACT DOOR SIZE 1S NOT LISTCD iN ANCHOR CNARI. usE MOOt-OUMT1.11 MSTED vOTN iicki. LAAGCR SIIC.'FOt•TME ✓►It"IATE OCSIGM PRCSSM RCO.0. 17 FOR ►OCKCT DOOR SACS VS[ CLOSCST D.PA:S DOOR SIIt L COWIGLAA OA f0 fIN1TNCD OPENING, PLAC[•iAPCOHS. IN FRONT B NOOK STR:P AS SNOVK 91 GLASS THICKNESS MT WART PCR REQUIREMENTS OF ASTPLCI300 GLASS EM�RTi lot ALL fACtORT APPLtCD HOLES NOT DESIGNATED NOR TA►CO�N ANCPO S1OLR.D /C . IILLE"11" R/ SCREWS or SUFFICICNI LCIGTN TO PROVIDG MIN S//' CMICONCNi INTO VOOD DUGL 12/ 1. CIS RS 0 DC ARC SCALCO WIN AMSMALL .OINSINGt TSg OR TiH4 Gl* 11) CAM SCALCR . Att A" WSILLCMN' . IiN SMIR AS R[0'0. AT'CA x1R:. . Or INSTALLATIDM AlGMONAL ALLOVAIL[ SMIM SUCK TO. /C VA'. 1A, All INSTALLATION ANC•4RS MUST DC MA:C OF [OIIRO:ION R[SIStANi MAtM1ALt. Is, .VMERC •X' R[►RCSCMTS MOVING PANEL MD 10, RCPRCSCNTS FIXED ►ANCL APPROVCO , A -^. COl1GA1RA I-- ARC AS LISTED ON ANCHOR CHART ON DACK Of TNQS $M£CT." It) NOT ALL COWtRRATIONS MCP ADOVC ARC f,WN ON THIS DRAVVG. HOWEVER INSTALLAIION - CxtCR1OR CLCVA':DN SECTIONS 'A -A', 'D•1: t HOOK STRIP DETAIL A►►LT TO INSTALLATION OF ALL A/PMVCD. .' WICAJRATIONi 2,PANCL DOOR SHOWN I71 INSTALL'OK TAPCON 1N CC. PAIR OF fACTQRI APPLIED IN:TALLATIOM 10.CI V-6t$S MOTCD ,. OrMERv1St ON 0*0 CHART. set RACK OF ?MIS SNCLT. ' fU FLOtIDA Cx TRwKitt IN* SCRICS SLIDING GLASS M IS SNOvK "is ►R:Nt KSO A►PLUS TO . I000 SCRICS AND SN'SCRICi REV DESCRIPTION I DATE I INI c p EXTRUDERS uefaALu APPLY ' I L OR I D A INT:. INC. SANFORD FL. CALLKIWJ UNpER SILL INSTALLATION ANCHOR •• OR SET SILL TN BCD TITLE: SLIDING GLASS "DOOR OF CONCRETE 3/16' DIA. TAPCON I ( h --- SECTION FI-A �U"W(` � INSTALLATION WITH TAPCOn�S DRAWN .BY: BB APPROVED BYT. 10/2 /0 SCALE' NTS DWG 1: FLEX0021 .. - DATE• _ , ' HAI HH rArAAr.n N HRppKt t APPL1CA1m CNf2NC[Xiw MC. fso INT[RNNATIOMA PA'v ltulT( Ito. NCAtKJv, IIOR::A, 7CTN.. wT•/SS4%S fAx Ao)•/(S-00ti INSTALLATION ANCHOR �— DOOR v1DTM SHIM AS RC'O'D t8 SCRCv SHCATHING cSEC NOTCS) BY OTHERS CAULK BCTVCEN Tv0 BY VOOD SLIDING GLASS DOOR rLANGE By DINERS DOOR rRAME L SHEATHING JAMI ' 1/4' MAX. SHIM SPACE I J V11.1b 1-1/6, Him, --j CMHCDKENT TCNPERCD GLASS STUCCO (TYP.) OR SIDING ITOTMCRS SLIDING CLASS DOOR rRAME PCRIMCTCR HEAD CAULK BY OTHERS PERIMCTER CAULK DY OTHERS TEMPERED GLASS (TTP.) . $ ':.A+H.•J �'�-'" i. DOOR , MEIGHT SECTION E-B vD i 1D14 SLIDINGGL DOOASS. R, rRAME SILL D A /K• MAX, SxIm SPACC tvO lY VOOD 1`1/8 MIN. IT OTHERS r*arDHrNt SLIDING GLASS DOOR SHiM AS RCCD.NOOK STRIP (SEC NOTCS) INSTALLATION ANCHOR t8 SCREV CAULK SENCEN DOOR RANGE t SMEATHING INSTALLATION ANCHOR to SCRCv I"D Dr 4OD IT DTHCRS LAMA i'TVCCN HOOK STRImI.NG t sHeArMiNc 1`1/8• MIN. ' CMLCDHENT BY OTHERS SHEATHING iY DTHCRS 1CMPCRED GLASS STUCCO (TIP.) STUCCO OR SIDING'•. OR SIDING BT;OTNCRS BY DTHCRS SLIDING GLASS DOOR INTERLOCK _ HOOK STRIP • DETAIL, 2) tf WSTALLATIM tMVS M41 K Or SUFrICICN7 LCNOTA TO ACHIEVE HIM-(AfCDKM1 LIF 1NIO.V000..lA/Co"_IIK MSTALLAt1M ANCNOAS AT SILL Mutt it Or stmaCHrt Low" TO ACIACvL NIM CNKLtKT or'1-1/A: INTO NASOHRY Ot'CCtG7KTL !) INStALLATMN ANCHOR CHART ONSACS Or THIS SKCt. . - ... • ., ... . u LIU SIUCDNIZCD ACRYLIC CAULK KHOND NOR rAAGCLAT r(AD t S) Lru SILICDrt2CD ACRTLIC CAULK rOR P(RINCTCR S[AL D. CxTClttO*'cr DOOR'- N V EXACT DOOR SIZE IS NOT LISTED IN'A400 C71AR7, USE AKHOR OWN4311 LISICD v1TN•KXT LAAGLR SIZC, FOR INC AP►ROPRIATC'DCSION ►KSSUtC'RED'D'•"""" "_..; 7) rat POCKC7 Dove SIZES e)SC. CLOSEST /T►ASS DOOR SIZE L CbWIGL*- l M to ry4ou M41#4 ►LACC DKtALLA11ON ANCHORS. IN r*ONT 7 PCK LTRV 'AS SHOW f) CLASS.TMICKKSS "AT vARY KR RCOA*CMCNTS Or AS7N CI700 CLASS CNAATS SN "DOOR Lrdt IS A►►ROVti USDRG TCMPCRLD•GtASS N STNGLC G.'Alts OR' lssmatlWaASS. -.. IW JAMS /'SUL CORK, ARC TO K SCALED. VITN A SHALL AIM: SCAN'fCALCR ... . it) S*M AS RE" A7 CA SCT Or WLL STAATIM ANGEL NAY. ALLOVASLC. SHIM S7ACK.10 :K'I/"- 12). ALL INSTALLATION ANCMCAS MUST K MACE Or 01mtON RESISTANT MICRIALS , _ 13) vMCRC or R[/RCSCMti 70vIt4 IAKL AND Ir RLMCS-- FIXED ►AACL AI►WVED .... COWICAJ ATIDNS ARC AS LISTED ON AKHOR C— Ow IACx Or 1MS'SHtCT. IA) NOT ALL COKIGUtATIMS LISTCD ANOVE ARE S�vN ON 1*IS'DRAVIN6;' MOKVSA INSTALLATION!' EXTERIOR ELEVATION SECTIONS -A•, 1, HOOK Sign DCTAA 1 AAw' TO INSTALLAtON Or ALL ,v►RDVCI • { EMBCDMCNi COMIO4WATICt2 1`I/A' MIN. 2 iAKL DOJR SMDVN - IS) rLOtIDA LKIRVKRS I= WtICS AIDING GLASS DOOR IS S OVM TNIf -/!ltNl ALSO APlLICS fD. U,. Zan StIlICS.AND So SCRICL... .. O A .. ..... p p UBERALLT APPIr ... C.,VC NG I DER SILL .INSTALLATION ANCHOR DR SCT�SILL RN "BCD 3/16' DiA, TAPCDN. . Dr -CONCRETE SECTION- A -A i REVI DESCRIPTION DATE I INI EXTRUDERS _� ` F L D•R i D A: INf: Ian. SANFORD Ft: TITLE: SLIDING, GLASS:DOOR" I INSfiALLATION"WITH #8 -SCREWS-- DRAWN BY: 3B : = APPROVED BY: i ATE: i2/17/01 ;SCALE: NTS JDWC IfLEXW7.SMT i Or NwwA✓1 I, PROM? L vIL KAIID. [wGCwC[tvy. IwL t!7 )wlCArtIDwAL RVT. VATC }7A, .C.I.-Q.. FLOW)! 127A/, N)•IQS`RYS rAt N7.1R!'flAA i 1000 P.V./DESIGNER SILL (TYPJ e8 X 3/4 SELF TAPPING SMS Ix2X1/B TUBE MULLION SEALANT BETWEEN %aND0IOr NGCS LI-- ANGES `68 X 3/4 SELF ' 3000 Sx TAPPING SMS (TYPJ SEALANT ICTVEENlAD VINDOV FLANGES A (1) t KLLMN ,SECTION 1000 P.V✓DESIGNER SILL (TYPJ , / 68 X 3/4 SELF TAPPING S/M'S' I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN VENDDV FLANGES- L MULLMN "-e8 x 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYP.)' N SECTION A —A (3 ) S `� KUMN 1000 PWESIGNER .D.SGLwNT PETVECN r SILL (TYPJ � VFLANGES LMUL110M 68 X• 3/4 SELF TAPPING S/M'S' I X 4 X 1/8 / TUBE MULLION •u` \-68 x 3/4 SELF `— iD00 Sx TAPPING SMS HEAD CTYPJ SECTION A —A (5) —1000 P,V✓DESIGNER SILL (TYPJ ItX 3/4 SELF TAPPING SMS IX2X3/e TUBE MULLION )�-68 X 3/4 SELF --1000 .Sx .. TAPPING SMS HEAD (TYPJ •• SECTION A —A (2) —1000. P,WDESIGNER SILL {TYPJ N8 X 3/4 SELF TAPPING SMS 1 X27/16X TUBE MILLION SEALANT BETWEEN VINWV FLANGE -..... 1. MULLION APPLIES TO HEAD A4 SILL WHERE 1' X 4' AUXILIARY PLATE DETAIL h 2' X 4' TUBE MULLIONS ARE USED ' •0'DR ADDTTD]MAL MIC 0M. VAN REQUIRED) SHEATHING INSTALLATION ANCHOR 48 WOOD SCREV (TYPJ EXTERNAL. MULLION INSTALLATION CLIP . TWO BY WOOD BUCK BY OTHERS a SIGNER 3/4SELF NG SMS /-2X4X3/9 / TUBE MULLION .\-e8 X 3/4 SELF \•-1D00 Sx TAPPING SNS HEAD (TYPJ e8 X 3/4 SELF. SECTION A—A(4) TAPPING SMS 1000 ix 1000'P.V✓DESIGNER MEAD CTYPJ . rSILL (TYPJ SECTION A —A (7) TAPPING SMS SELF B • O' ��j'�t'FLORID� TUBE 4MU(.LI�s++`'_ rz',' -� FII' \- \— 68 X 3/4 SELF `�1000 Sx TAPPING SMS 14EAD (TYPJ SECT10N A —A (6) MULLION APPLIES TO MEAO k SILL 4A M V X 2• 1' x 2 7/16',TUBE UVWONS ARE USED DETAIL B WA NSTALLATION AWKIR 4e VODD• SEBEV c"P.) Ll 1/8' HIN EMBEDMENT. 1 I/e• mx . EMUEDNo(T- ' A FLORIDA EXTRUDERS RD° F wk SER. : 1000/1500 FIN SHEET 1 .,OF `.2� . ;.... TRIPLE HORIZONTAL -MULLION SECTIONS SEE OTHER SIDE'( SHEET '2 "OF. 2)..'."FOR DESIGN PRESSURE -CA PACITIE.S.•, DRAWN BY: MSH APPROVED, BYi" .... _.. DATE:2/6/02 SC U:NTS- - DWG,: 1HMFINTR SEAL%Nr iETVEEM r 1000 P.V./DESIGNER TYPICAL MULLION TO CONCRETY *.JAMS VINDOV FLANGES SILL CTYP,) � 2' X 4 O 8 BMULL MULLIONS i1RE USED) DETAIL @ L MULLION 1000 P,V,/DESIGNER Q SILL (TYP.) 09 X 3/4 SELF • #9 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY . BY OTHERS INSTALLATION ANCHOR'3/16' DIAL 1 X 2 X 1/0 1 X 2 X 3/8 TAPCON SCREV ANCHOR (TYPJ TUBE MULLION TUBE MULLION EXTERNAL MULLION SEALANT BETVEEN ��+� �7 ONE BY VOOD INSTALLATION CLIP VIMULL FLANGES �L.+c.1 TRAL FLOI'17J.YA R.O.A.F. BUCK BY OTHERS Q ' t MULLION .. . MANUAICTLMM NAME: AN 48 X 3/4 SELF . TAPPING SMS X 3/4..SELF MASTER FflL£ 6. MULLION f 1000 S.K TAPPING SMS 1000 S.H TA - - HEAD (TYPJ HEAD (TYPJ SEALANT SC VEEN SECTION A —A (1 i SECTION A —A (Z) VWDOV FLANGES yy■ L MULLION 3000 P.V./DESIGNER 1000 P,V✓DESIGNER 1000 P.V./DESIGNER r SILL (TYPJ SILL (TYPJ Q SILL ITYP.) I 08 X 3/4 SELF N9 X 3/4 SELF 06 X 3/4 SELF TAPPING SMS TAPPING SMS I X 2 7/16 X 3/9 TAPPING SMS 1 X 2 7/16 X 1/0 TUBE MULLION 2•X 4 X 3/8 L 1 1/4' MIN. TUBE MULLION TUBE MILLION EMBEDMENT SEALANT BETVEEM SEALANT BETVEEN VDIDOV fLANGES VINDaV FLANGE L MULLION .. L MULLION N8 X 3/4 SELF 118 X 3/4 SELF \ 1000 SJ1. TAPPING SMS 1000.S" TAPPING SMS HEAD (TYPJ HEAD (TYP,T SEALANT BETVEEN SECTION A —A (31 SFCTION _ A —A 08 X 3/4 SELF VINDOV FL,WGES (4i TAPPING SMS L MULLION 1000 P V✓DESIGNER A. 7. 1000 P.V./DESIGNER SEALANT SETVEEN SILL (TYPJ l000 SA, SELL (TYPJ VINDOV FLANGES • HEAD (TYPJ fl NAj ' ° . i9 X 3/4 SELF L MULLION M8 X 3/4 SELF TAPPING SMS TAPPING SMS ' I X 4 X 3/8 ,SECTION A —A (7) VIEWED FROM EXTERIOR IX4XVS. TUBE MULLION TUBE MULLION 1pJ'j'E$PiATIORAL, INC FLORIDA EXTRUDERS STA FORD., ,FL0 A TITLE: SER, 1000/ 1500 - FLANGE SHEET 1--OF-2: ---- TRIPLE'•HORIZONTAL MULLION SECTIONS.: SEE OTHER SIDE ( SHEET. Z OF .2) FOR 08 X 3/4 SELF ie X 3/4 SELF DESIGN...PRESSURE CAPACITIES TAPPING.SMS ` TAPPING SMS 8 1000 S.M. `— . 1000 S K � DRAAN BY: MSH . APPROVED 8Y: HEAD (TYPJ HEAD cTYPJ DWG.:1HMFLGTR �FCTION A=A'. (5) SFCi10Ff ;A �A (6i DATE:2/6/02 scAr.� NITS.. ..,.._..... 1000 P.v✓DESIGNER SILL .(TYP-> M8 X 3/4 SELF TAPPING SMS I x 2 x 1/8 TUBE MULLION 'SEALANT DMIEEH VINDOV FLANGES' t MILLION APPLIES TO HEAD & SILL WHERE I' X 4' ('1000 P.V✓DESJGNER & 2' X 4' TUBE MULLIONS ARE USED SILL (TYP.) AUXILIARY PLAT OrOR •DDIIT10Mµ A400U, VK K RtOULUM x8 X 3/4 SELF Q QE7TAIL� TAPPING SMS SHEATHING IX2X3/8 p. ( TUBE MULLION r INSTALLATION ANCHOR 118. WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS SEALANT 1ETVEENI u \-08 X 3/4 SELF VINDOv FLANGES is X 3/4 SEWZ FW �1000 S.R TAPPING SMS „•. — t MULLION IOW S.H. TAPPING.SMS HEAD (TYP.) 1,!p},t�fSA ^�1TTp HEAD'(TYP:> 4�'L17C7�/flll�.iuRER NAI MULL ION -=. SEALANT DETVEEM VDroOV FLANGES ACTION A —A (11 �FrTION A —A (2) 0/fl�%O U S - KIAn f t MULLION .. rIODO P.W✓DESIGNER SILL (TYPJ . • SOLO P,W./DESIGNER r SILL (TYP.) ... �•,��r.#' 6 - • ...«.. _. _ lESetLL r— A r / x8 x 3/4 SELF P.v✓DESIGNER 08 X 3/4 SELF TAPPING SMS 1 X 2 �/J6 X 1/8 TAPPING SMS 1 X 2 �/l6 x SILL CTYPJ SILL 3 8 I L,— A- / TUBE MULLION TUBE MULLION 08 X 3/4 SELF _ TAPPING SMS ell - TUBE MULLION SEALANT BETVEEN 1 1/8' MIN vINDDV FLANGES 14mu EN - t MULLION IIi1ldD17tl SEALANT BETVEEN ...VIEWED FROM EXTERUOR* vJNDOv FLANGE DETAIL B PiJEZ T2OT% M � USED' -- - t MULLION 08 X 3/4 SELF _TVBE ARE nc.nm¢ t8 X 3/4 SELF TAPPING SMS SOLO. S M TAPPING SMS J000. S F. HEAD (TYP.) HEAD (TYP.) - SEALANT aETvEEN SECTION .A —A (3) � SECTION 'A —A (4) � � � MD..SAU.Anaac�AeO�OR crrr�D tutu VINDOV FLANGES L MULLION MORM 0.JP 1000 P.v./DESIGNER . SEALANT BETVEEN r SILL (TYP-) vIMULL FLANGES . t,MLLtDM SOLO P.v✓DESIGNER SILL (TYP.) TAX 3/4 SELF . TAPPING SMS �;�1 1 118 X 3/4 SELF o8 X 3/4 SELF S.M. SECTION A —A (7) MDt TAPPING SMS I X 4 X 1/8 TUBE MULLION TAPPING SMS I X 4 X 3/8 ` TUBE MULLION 1000 HEAD Mr.) Vt• E70EAMCMT INC FLORIDA EXTRUDERS INTEItNA1`IONAI., SANFORD; FLORIDA c� 2':r cTTi.E SER. � ' 100W 1500 I= I N SHEET. 1 OF .2 �� %T�IIN •HORIZONTAL MULLION SECTIONS ,_': % -SEE OTHER fI DE (-SHEET-2 OF 2) FOR r 'DESIGN PRESSURE CAPACITIES r8 X 3/4 SELF :.TAPPING. SMS 118 X 3/ SELFr -TAPPING SMS v r ; 1000 Sx:HEAD (TYP.) E•YOOZ.'- RARN BY:MSI••I APPROVED, BYI HEAD (TYP) SECTION A —A (5) _ SECTION_A—A W '�: DATE:2/6/02 SCA,r;:NTS DWG.: 1HMFINTU VIN^�A'ES SEA�AN* FLANGES L MULLION .i:^.0 P.V./DESISNER I SILL (TYP.) I e8 X, 3/4 SElF O TAPPING 'SMS : x 2 x 1 / Ty'.-E MUL_IGN SEALANT VIN?7'V t MJLLIC �•- ts8 X 3 4 SELF — ;000 S TAPPING SMS - • viNDav FLANGES Y;-CTION A -A (I 1 -1000 P.V./DESIGNER SILL CTYP.) L 08 x 3/4 SELF \ TAPPING SMS 1 % 2 7/16 X I/6 TUBE MULLION SEALANT BETVEEN VINCOV rj.•NOES' L KJLLICN \•-09 X 3/4 SELF 1000 S•H. TAPPING SMS HEAD CTYP.) SEALANT 9E)wEEN SECTION A —A. (3) VINLOv rLANGES t NULLI¢'i r1000 P.V./DF.SiGNER SEALANT BETVEEh SILL (TYP.) VINGO'J FLA614-CS I r8 X 2/4 SELF L !rti1LI0N \ TAPPING SMS /— I x t x 1/8 iiflt•) 1 7.;3 FvLLMN \-09 x 3/4 SELF 1000 SH, TAPPING SMS.. HEAD CTYP-) `FCT' N A--A(5)te.. V,/DESICu4ER TYPICAL MULLION TO CONCRETE 0 JAMB . —r r 51! L CC60 P,16VI) I (APPUES TO .AM2 WHERE I' X 4' • i 2' X A' ilia- MULUONS ARE USED) Q i SELF I MS I CONCRETE OR MASONRY BY OTHERS �� ;X2X3/0, TLBE Y.-L6:3N �' jTp.AL FLOF A. •B..O.�C.-..9UCK LT OTHERS Q MANMA.CTUBER NAms.. I I , I fe I ` 3/4 s-": to�lD4 � I \— IC9+ SH TArF1NG SMS 117A3 :TY?J 1si19• "CriON A -A (2) I ' Gg ?.V./CES:CNER IOCO P.V /DES'.GNER .. r' SILL (,rY°) DZAIL a , LNSTALLATIGN ANCHOR 3/16' DIA. TAPCOP. SCAEV AMCMCR'CYP: ,.,—'EXTERNAL . MLA.LIGN .INSTALLATION CLIP: SILL CTYP.) I Q i8 x 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/8 r TUBE MULLION I a8 x 3/4 SELF / TAPPING SMS X 4 X 3/8 I 1 1/4' MIN. I /r2 / TUBE ML'.LI:N I EMBEZY-ENT SEALk;T BCTVEEN VI:e;OV %A)ZC L NULLAN 1 L-e8 x 3/4 SELF 1W0 S.N. TAPPINS SMS MEAD (TYP.) sE%Cj10N A -A (a� r ICCO R.V./DES:GVER ( S:LL (7YP.) I 08 x 3/4 SELF TAPPING SMS "`9 1 X 4 x 3/8 f —uyl I'LCC i% M8 X 3/4 SELF `-- TAPPR C SMS 100C S.H. ri£AD CTYP.) ems. 'Tf !LtA_,4 i51... MLlLiDN L:L9Ir R-�y r-- A L..� A �R8 X 3/4 SELF /W TAPPING SMS L— 10C2 S.H. HEAD f , Y?.J EL EVATIQ •SF CTION A —A (7 i V)E`r;EO FROM EXTERIOR n ., .. .. r NG .SHrG.I I OF• n fat •SEk.:..1_0�/I_�Ou rLA E•; TWIN HORIZONTAL MULLION'SECTIONS" SEE LC T HcR S: iE : SHI=cT 2 OF:' c"";. : CR P.ES.IGN,PRESSURCE CFPACITIES.,- DRAITN BY: MSH APPROVED BY: FEB 1.5 202' DATE:2/4/02- ISCAMNTS Dxc.:' I HMFLGTW 1000 P.V./DESIGNER SILL (TYPJ • 49 x 3/4 SELF /71APPING SMS Ix2x1/8 TUBE MULLION SEALANT BETWEEN VINDOV FLANGES' L MULLION SEALANT.3CIVEEN3 '9 `•48 X 3/4 SELF t KULLLION VINDOFLANGE. \_ 1006 S.M. TAPPING SMS SEALANT BETWEEN HEAD (TYPJ VDXDOV FLANGES SECTION A —A (1).• L MULLION 1000.P.VJDESIGNER SILL (TYPJ e8 X 3/4 SELF TAPPING SMS . T1 X 2 7/16 X 1/8 j--IFY I TUBE MULLION SEALANT BETVEEN VINDOV FLANGES— & MILLION %--18 X 3/4 SELF 1000 $A .TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) VINDOV FLANGES t MULLION 1000 P.V./DESIGNER SEALANT BETVM r SILL (TYPJ VINDOV FLANGES L MULLION I 18 X 3/4 SELF \ TAPPING SMS 1 I //' TUBE MULLION FN8 X 3/4 SELF IOCR) Sj{ "TAPPING SMS. HEAD CTYP.) . SECTION `A -A (5) �••1000 P.V✓DESIGNER A x� NVkRY P.R?>- SILL (TYPJ TON ADDLIMN+L MOM MiM RCOUIRCIM . 0 N8 X 3/4 SELF DETAIL C TAPPING SMS 0 O 1x2x3/8. TUBE MULLION 0 CENTILU FLOITUDA B. ®. O BY WOOD e8 X 3/4 SELF ,, "JLK BY OTHER 100D S.N. TAPPING SMS � , AaURER N 1 HEAD. (TM) SECTION A -A (2) ' MAS IUR FILE # 6 APPUES TO HEAD do SILL WHERE I' X 4' k 2' X 4''TUSE MULLIONS ARE USED SHEATHING 1000 P.V./DESIGNER SILL (TYPJ' 1000 P.WDESIGNER A -- 48 X 3/4 SELF TAPPING SMS SILL (TYPJ IX27/16X3/9 LTA TUBE MULLION NB X 3/4 SELF TAPPING SMS 2 X 4.X 3/8 TUBE MULLION I I/9• MIN. EMBEDMENT .. SEALANT BETVEEN VIEM FROM EXTERIOR VINDOV FLANGE i MULLIDN �[NI A APPVFS TO MEAD b SILL.WHERE 1' 7( 2 R I' x 2 7/16 TUBE YULUOIS ARE USED N8 X 3/4 SELF 1000 S.H. TAPPING SMS �, .... _ _. _ A MEAD (TYPJ SECTION A —A (4) ALuna:ANocR .. -ee'vtaD scxEv 1000 P.V✓DESIGNER MORIZ. SILL (TYPJ ' ' 8 x 3/4 SELF NO X 3/4 SELF TAPPING SMS TNAPPING SMS 1000 SA SECTION A —A (7) ` . .. - 1 X 4 X 3/8 TUBE MULLION MEAD (TYPJ .. i V8• MD( ENKDMENT • . ' FLORIDA EXTRUDERS 2"' zloNu; ,arc ..:: SAWORD,- FLORIDA Tmz:SER.: 1000/1500 FIN SHEET Y -OF.2 '' T :"�=�: - HOR I ZONTAI. MULLION SECTIONS J SEE OTHER SIDE (SHEET 2• OF 2)�,! FOR `N9 X 3/4 SELF SMS �'.'"' DESIGN PRESSURE CAPgC I TIES .1000 S.H.TAPPING .G��.. 'HEAD CTYPJ + r••' ' E8 4jy �� 4 `' L,vL;I DRAWN BY: MSH APPROVED .BY: SECTION A -A (6) r,,,, DATE:2/6/02 JSCAMNTS DWG.: iHMFIN Io00 P.V./DESIGNER SILL (TYP.) yo •v, 1/4 SELF TAPPING SMS / tUY MiJLL::n� SEALANT BETVCEf. t MLi_LT'1.+N . I SEALANT S'TvEEN� t- ��- •6 x 3/a Sr:..- VINDGW FLANGES TAprih; SMS rti:AD.IIYP.) SEALANT ICTV EN SECTION . A —A i 1 v1NG0V FLANGE. .t WLLI3BN )000 P.v./DESIG'ER r SILL (TYP.) t re _X 3/4 SELF TAPPING SMS /- I X 2, 7/1E X 1/8 I� _1 , TUBE MULLION SEALANT BETVEEI V1ND',)V FLANGES t MV.LION `-*a X 3/4 SELF �lOGO SJi TAPPING SMS HEAD (TYP.) •SINDOV' PEWEEN SECTION A —A (3) t M'JLLJDN r— iG00 P.V./DESIGNER SEALANT BETVEEN jJ SILL (TYP.) V1NDOv FLANGES, I16 X 3/4 SELF t MLLLIGN \, TAPPING SMS X 4 X 1/8 / IwA rULLI1JN ' �-08 X 3/4 SELF 1xD s.:K. TAPPING SMS HEAD (TYP,) r ./DTYPICAL MULLION TO CONCRETE 0 JAMe 1000 P.VESIGNER P` I (APPLIES TO JAMS WHERE I' X 4' SILL (TYP.) /D QTN 1 b 2' X 4' TUSS MULLIONS A�_ ;isrDr ► *A X 3/4 SELF TAPPING SMS I CONCRETE OR MASONRY BY 07P.ERS I� TUB_ :4JLL.J1 I ON;, BY VOCD__._. BL:C+( BY. OTHERS CENTRAL . FLORM.A 8. 0. A. F. :a x 3/4 Si :cc; S H. TAPPINL SMS MANUFACTURER, NAME: QETAIL-E I i I INSTA.L.AT1ON AKWA 3/16' OiA. TAPCON SCREV ANCMLR (TYP.) —� EXTERNAL' MLLLu7.4 INSTALLATION CLID KA: (TYP.) f'/-d.�iM F.r't'Rv2rP5 I • I I SECTION, A —A_ (2) = r � SILL L (TYP.) TYP/ )ESIGNER SILL ITYP.Q 64 X 2/4 SELF +OLG P,V./DESIGNER —� TAPP;NO SMS SILL (TYP.). tx27/15X3/a TUBE MULLION F F-_ 1 1/4' MIN. Nyw ► ✓:e X 3/4 SELF EMBEDI•ENT TAPPING SMS 2X4X3/8 TUBE MULLION SEALANT PETVEEN VINDDV FLANGE - MULLION �r8 X 2/4 SELF \-- l000 S., TAPPING SMS HEAD (TYP.) SFCTION A. —A (a) r1000 P.V./DESIGNER I SILL (TYP.) . r-08 X 3/4 SE'_F TAPPING SM/S/�I x 4 X 3/8 '` 119 X 3/4 SELF 1GOC S.TAPPtN< SMS r:. HEAD (TYP.) L- #8 x .3/4 SELF ELEVATION TAPPING SMS. \ 1000 S.H_. SECTIIBN A —A (7) VIEY{ED FROM EXTERIOR FLORIDA EXTRUDERS SA"4f0°F R= nTs.>;: SER, .1000/ 1500 FLANGE SHEET- 'I Or 2 HORIZONTAL MULLION: SECTIONS I SZE OTn,ER SIDE i SnLL + C Cir .2i r uR I, DESIGN PRESSURE CAPACITIES .z DRAWN eY: NSH. AP?ROVED BY- 6 J J5 M2.... DATE. 2._.... SCALE: hTS. DAO.: 1 HMfLCi 1000 S.N. I x 2 X 1/8 1000 S.H. I x 2 x 3/8 / 5 JAMB CTYP.). TUBE MULLION TWO BY WOOD DETAIL C JAMB cTYP.> TUBE MULLION BUCK BY OTHERS 08 X 1/2 SELF 08 X 1/2 SELF 1 1/8' MIN { TAPPING SMS TAPPING SMS EMBEDMENT 2 x 4. x 3/8 ` SHEATHING SEALANT B£TVE04 SEALANT BETVEEN TUBE MULLION INSTALLATION ANCHOR 08 VOOD VINDOV FRAME VINDOV FRANC L MULLION 1 MULLION SCREV (iTP, 08 X 1-1/2 SELF 00 X 1=1/2 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS INSTALLATION CLIP, SECTION A -A (1) SECTION A -A (2):. MULLION - I X' E 7/16 X 1/8 1000 S.I.I. APPLIES TO HEAD &" SILL WHERE I' X 4' 1000 S.H. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP•) & 2' X 4' TUBE MULLIONS ARE USED JAMB (TYP.) JAMB CTYP, TUBE MULLION APPLES TO HERO do SILL WHERE 1'. X 2' do 1' X 1 7/16' TUBE MULLIONS ARE USED 18 X 1/2 SELF 08 X I/2 SELF 08 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS AI 08 VOOD SCREV CTYP.) SILL CLIP r8 X 1-1/2 SELF wuuvv SEALANT BCTVEEN SEALANT rETVEEN SEALANT BETVCEN TAPPING SMS MULLIONµ S 1 1/B• M1N •VINDOV.FRAME VINDOV FRAME EMBEDMENT. t MULLION •'MuF. SECTION A -A (7) sxuronc rB x d-V2 SELF r8 .X 1-1%2 SELF TAPPING SMS TAPPING SMS DETAIL C SECTION' A -A (3) SECTION A -A N) ViLO rtiw0c •' ._ 1 x 4 X 1/8 i x 4 X 3/8 �`. "' AUXILIARY• PLATE .. = - • • TUBE MULLION TUBE NIALD9 �•Q' (FOR ADDITIONAL.ANCMORS, "EN REQUIRED) . ,L� / p aR1DA A A 1000 S.M; 1000 S.H. �j l�, # O O JAMB (tYP.) JAMB (TYP,— r8 SELF .TAPPING SMS CTYP, D TALI R MULLION 48 X 1/2 SELF is x I'/2 SELF ELEVATIO TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERS.MMAnoNAI, INC . SMFORD,, nORIDA' Tm .E: SER. 1000/ 1500 FIN SHEET, 1, OF .21. VERTICAL, MULLION SECTIONS—.:— - SEALANT BETVECN SEALANT BETVEEM VINDOV FRAME VIMDOV FRANC SEE OTHER SIDE ( SHEET 2'-OF 2) F'OR . >, Muusa+ a MULLION 1 f8 2001 DESIGN PRESSURE CAPACITIES I T I ES 08 x 1^4/2 SELF - r8 X.1-1/2 SELF TAPPING SMS TAPPIN_G•SMs 1DRATH BY:MSH APPROVED BY: : •_; ."" , SECTION A -A (5) SECTION A -A (6) DATE:2/6/02 scALe:NTS DVrc.: �I'VMF`IN - 10C:Sx ix2xI/e 1000S.K JAM2 C i T?.) / *UBc MULL!GM1 . •jANB (TYP,) ke X !/2 SELF TAFP,NG SMS �- SEALANT Jr',VSrfi \ i MULLION TAPP:N: SMS �CTIOn g— � 1 �• 1 A. 2 7/i6 X /6 / TUBE MULLION JAM? (TYP-) 1000 S.M JAM3 (TYP.) IX2X3/B TJEE MULLION #6 X 1/2 SELF TAPPING SMS SEALxs' 3ETVEEN V'tiaV r�ASO,3 SELF c x a X 3/E -� TAWPiti: SNS uiE MJLL:�' i S'CTiON A —A (2) �TUBE KP LIOh JAMB OC YP,) TUBE MU!.LitiN A ONE BY WOOD 3LCK BY OTHERS I I/V MIN, EMBEDMENT, Q• i - — MLr, L'tZh OETAIL CONCRETE OR MASON.! % BY GTHFRS • I I\S'ALLATI�N'AM4OR, j 7AarrN SCRCV'Atix�OR (•Y=.) 1 `^ :r.-E..%A, NULLIDN ;NSTAL:.ATMN CL✓ 1 TY=CAu-MUL';0N-10'1CONCRETE^4"FiiAO (.^RUES TO, i EAD' ik SILL' WHER£ '1"X 4 G 2' X .' TJeE MULLIONS' ARC USED; I #e x 1/2 SELF r-INSTALLATION ANCHOR 67APPII�C X '/2 S_.F 'e % 1/2 SELF TAPPING 3AS, D1A TA ON SMS TAPPING SMSSCREV.ANCFfdt(iYF.) SILL CLIP.. —jj #8 X 1-1/2 .SELF SEALANT B:TV:EN SEALANT HETVELN SEALANT BETVEEN TAPPING SMS VINDOV FLAMCES 1 ij44 MIN. VINDOV FLANGES VINDOV FLANGES l �MCrLLIC•A EMBcDNENi, t MULLION .9 MULLION SECTION A —A (%) \ :Q • `i #e X 1-1/2 SELF 0 •x '-1/2 SELF — - PRECAST. SILL HY•OTMERS iAPPING SMS. TAFPING!SMS 1. p TAIL 1 .. T SCTt:_IXI! 161?Y Ps..AE SEC11ON A —A (S' E;ON A —A (4) r� ;.. . SECT;ON trOR.ADD_:TIC"7AL ANCHORS, VLEN REOUIRED).. . I X ,4 'x 1/6 i X t x 3/S • r�--- TUBE MULLION TUBE MULLION �.0• I . 1 ILO �. 100C S.H. loco- S.M. g .F ' / JAMB (TYP.) 1 JAMB CTYP,)�- kp Sr�_r rweeruE J �....` I Mi!! I INN' I. , 1 SMS CTYP.) — OETan_ R O ELEVATI0A. . #o X 1/2 SELF #E x 1/2 SELF I VIEWED FROM EXTERIOR TAPPING SMS - TAPPING- SMS `- - -"— - " 'FLORIDA EXTRUDERS&'o n° o'1�mA ,TITLE: SER. 1000/ 1500"TLANGE ` ..SHEET 1 OF ; 2 j VER i .7 CAI- MU L.IDN SECT It7NS SEALAMr SETVEEN \ SEALAh I'HET✓<EN I - r- v!NDOV FLANGES WINDOV rLANGES SEE OTHER SIDE (SHE 2) t MULLION �. " L MUL41ON ? D'SIGN. PRESSURE: C.APACI.T.P.ES ' #e X 1-!/2 SELF #E X 1 1/2 SELF TAPPING SKS TAPPING SMSFEB 1 �f)SM DRAIYPT HY: M. APPROVED BY . 7 LJL SECTION A -A , 'E !ir r,_A Co IDATE:2/1/02 SCALE I TS D1ra» 1VMFLG —.—��.. i Ro 10G0 S.r —_ . /- I x 2 x I /e 10CG S H. — I x 2 x 3/8 JAMB (TYP.) i / TUBE hA LLICN ANS (TY?.) ' f 5E MVl :IUN kE x 1/2 SELF �•T.APF �8 x S/2 SELF 2 x 4 x.3/6 — NG SMS TAPPING S>!S 1LBE ML'LLI7N 1 5.:+. 7SE►• p1' P:'T:E:N VINLGV FLANGES SEALANZ-asTVEcyR/ VIA yV iLANC•o: L. tE A '-1/2 S-LF :.4r.E (TY°: 1 t MJLi. cs L 4x.idl ` k6 X 1.1/Z SELF ''PIlN SNS TAP? iN SMS «'C'T:Q.,' (2) S5CTION .4—A (1) A -.A X 2 7/16 X !!e — I x 2 7/16 x 3/8 TUBC 14ULL:ON' 1v00 SH TUBE KULL&GN 100 S.ti. ,JAMB (TYP.) JAMB (TYP-) t —�L]T *8 X 1/2 SELF, r6 x 1/2 SELF TAPPING SMS '--TAPPING SMS TYPSCAL vER-iCa.L TO HOR'ZONTAL NULUON TO Mv! UON I�:S'�:L�TSGN SC2:V i -tio X va S F TAPP:NL SMS ULIAkli 1. :i- 1X OR ?X MULL ____T INTERNAL CLIP IX :OR PXM'JLL rT'vv a i INSTALLATION ANNCHM SEALANT 7ETVEEN 3Smc DLA. TAPCOn. VINDOV FL4NGCS - ke x 1-1/2 SELF I SCREW ANCM;R clip., t !Kk.LMN TAPPING SMS SECTION sr_L CLIP SEALANT BETWEEN j '\ - SEALANT BETVEEN WINDOW FLANGES VINDOW FLAMGES Ae X I-1/2'SSLf L MULLID.r L MULLION TA?PING•SMS SECTION A —A TAPPING SMS. ffi" Tl0N A —A (4) i x t x 1/e r- 1 X 4 X 3/9 TUBE ML7LLION TU L10N D izo' loco S.N. . , TER F'II,E # 48 x 1/2 SELF x8 X 1/2 SELF TAPPING SMS TAPPING SMS t I rz SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES VINDOV'FLAMGES t8 x 1-1/2 SEL L i4ULLIi>K L'Nul!ION TAPPING SMS k8 x 1-1/2 SELF SECTION A —A (SNAPPING SMS n A 6 1XPPIAY, ►rv:1�;'i V FEB 15:2G02 :'.1 './4" MIN PRECAST SILL BY OTMERS AUXIUARY PLATE (F:A ADDITIONAL .AW-401S. VNEN REDUMD) A I3--, FLORIDA EXTRUDERS.INTERNATIONAL, INc: SANFORD,•FWWA :SER NOp% 1-500 FLANGE SHEET I VERTICAL HULL ION.iNTD HORIZONTAL' SE.E .OTHER $ I D .. c SHEET' 2.. OF 2) OR`' DES.IN:PESSURE •CAPAC,I,TIES DRANK BY: MSH," APPROVED',BY:'` DATE:2/6i 2 I SCAM NTS JDFG., IVRHMFLG.. • 3/ APPLIES TO HEAD & SILL WHERE I' X 4' SEALANT BETWEEN WINDOW FLANGES AUXILIARY P DETAIL C do 2' X 4' TUBE MULLIONS ARE USED L MULLION 2000 P.V./DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS 0= ADOcnaaL AMCNXS..Vw0 RCDuaecD) 2000 F.V./DESIGNER SILL (TYPJ N8 X 3/4 SELF TAPPING SMS SHEATHING I X 2 7/16 X�1/8 TUBE MULLION 1 X 2 7/16 x 3/8 TUBE MULLION KAMC+ -.INSTALLATION ANCHOR N8 VOOD SCREV. (TYPJ SEALANT BETWEEN VD4DCV FLANGES t MULLION EXTERNAL MULLION INSTALLATION CLIP - - TWO BY VOOD • BUCK BY OTHERS 08 X 3/4 SELF 1000 SR TAPPING SMS HEAD (TYP.) ,SECTION A —A (t NO,X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ 2000 P.V./DESIGNER SILL <TYPJ SECTION A —A (2) MULLION . ... APPIlES TO ME40 dt• SNl VMCRE I' X 2' k I x 2 7/u' TU8E wulLaNs ARE usEo DETAll 8 08 X 3/4 SELF TAPPING SMS SMS 2 . X 4 x 3/e qkL N. %L®°•'!► lu . e t1C S A r•rR�l[T14kj�'� P�+�' t9�L lr `�" �- 5 TUBE MULLION SEALANT BETVCEN WINDOW FLANGE L MULLION ^' WrALLATION M40OR N WOOD SCRCV Ll i/8'. MIN. L. EMBEDMENT I ice, Mai f�1 1/8, mix Y RoM YlL' SEALANT BETWEEN TAPPING SMS SELF ` SEALANT LANCE$ WINDOW FLANGES L MULLI FLANGES t KILLMN MLLION 1000 S.N. 2000 P.V./DESIGNER 2000 P.V./DESIGNER HEAD (TYPJ SILL (TYPJ SILL (TYPJ . N8 X 3/4 SELF 08 X 3/4 SELF SECTION A —A (S) TAPPING SMS TAPPING SMS X /8 t 1 X4X1/8 A 4 7 TUBE MULLION TUBE MULLION FLORIDA- EXTRUDERS "lm,, nopmA s 'u:SER,'' 2000. FIN SHEET 1 .-OF.' " r; TWII HORIZONTAL.MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF 2) FOR N8 X- 3%4. SELF 08 X 3/4 SELF DESIGN PRESSURE <<CAPACI T I ES: •� TAPPING SMS TAPPING SMS �.. 1000 S}L •. _. ..--:. _. ._.. 1000 S}I. HEAP <TYPf MEAD (TYPJ I EB 2002 aRawrl BY: MSH APPfIOVED By.: SECTION A —A (31 SECTION A —A (4) DATE:2/6/02 scA[e:NTS Dxc.:' '2HMFINTR A 2000 P.V./DESIGNER SILL (TYPJ I18 X 3/4 SELF TAPPING SMS SEALANT DETVEEN VINDOV FLANGES- L MULLION TY vx MULLION TO CONCRETE O JAMB (APPUES TO JAMB WHERE I' X 4', OETAIL 8 . 6c 2' X 4' TUBE MULUONS ARE USEO) Q 2000 P,V,/DESIGNER SILL(TYP.) N8 X 3/4 SELF CONCRETE OR MASONRY- BY OTHERS TAPPING SMS \ + 1 X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16, DIA• TUBE KLLION TAPCON SCREV ANCHOR (TYPJ ONE BY VOOD EXTERNAL: KLLlON .. INSTALLATION CLIP BUCK,BY OTHERS: 2000 P.V./DESIGNER MULLION M8 X 3/4 SELF . SILL <TYPJ . 2000 _K TAPPING SMS HEAD CTYPJ N8 X 3/4 SELF SECTION A —A (2} TAPPING SMS. . 2X.4X3/6 �+ TUBE MULLION Q �� � 1�•®'A.F.. VSEAALANT SETVEEN l 114• MIN C� DOV C L/wGE EMBEDMENT ::. .... *e sAtTT1G+� 'I � •NAMES S MILLtOn _... . LQIPjO A FELE MASTER iS'-X 3/4 SELF A SEALANT BETVEEN TAPPING'SMS VINDOV FLANGES t MUTAMN y 2000 P.V,/pESlGNER 2000 P,V✓DESIGNER HEAD CTYPJ SILL (TYPJ - _ 'SILL ,(TYPJ _ _ .. _'.. _ -•-- -_._ _ _ . . —A=(5} ' N8 X 3/4 SECTION A SELF - -- _- :8 X 3/4 SELF TAPPING SMS TAPPING 'SMS 1X4 X1/8 1X4X3/8 TUBE MULLION TUBE MULLION ELEVATION VIEWEO • FROM EXTERIOR VWIM FL -A JAORIDX��.EXTRVDEIRS s "°"ia A VINDDV FLANGES . -. . �:SER: 2Q0.0,FLANGE SHEETS .- TRIPLE. � 12ONTAL MULLION _,SECT.IONS _ ....:. _ TAX G SMS IleTA % 3/4 SELF SEE OTHER SIDE C SHEET 2. OF .,2) FOR TAPPING SMS TAPPING SMS 2E D (T HEAD (T DESIGN PRESSURE•= CAPAC IT I ES ,HEAD c7YP� HEAD (TYPJ ,SECTION A. A SECTION A —A (4) r: 19 8 2002 DkWN BY: MSH Dxc::�=2HMF.LG•FR­ _. ..,. IX27/16X1/0 TUBE MULLION . SEALANT .BETVEEN WL40N FLANGES & MULLION . `- 08 X 3/4. SELF 2000 S.K TAPPING'SMS HEAD (TYPJ SECTION A —A (1) i DETAIL C TYPIGL VERTICAL TO HORIZONTAL MULLION TO MULLION2000 S.H 1 X 2 7/16 X 1/8 2000 S.M. 1 X 2 7/16 X 3/0 JAMB <TYPJ TUBE MULLION JAMB <TYP.) TUBE MULLION 1X OR 2X MULL M8 X 1/2 SELF t8 X 1/2 SELF NSTA.LATION SCREW ) TAPPING SMS TAPPING SMS INTERNAL CLIP 2X4.X3/8 TUBE MULLION. _ SEALANT BETVECN',: SEALAMT.DETVEEN 06 X t-1/2 SELF 2000 SH VIMDQV FLANGES VINv,FLANGES• TAPPING'SMS JAMB <TYPJ -+1 �••�— 1X..OR.;2X MULL � a •MULLmM �. HnA.t:1oN . _ _ _ .._..: •8 X I-1/2 SELF _ TAPPING SMS, DETAIL 8 -... .. ...__. . M8 X 1/2 SELF SECTIONINSTALLA A —A (1) SECTION A —A (Zl ANOW TAPPING SMS.. 3/16 0• SAT TAPCOM SCREW ANC7404 <TYPJ 1X4X1/8 1X4X3/8 _ IILCLIP TUBE MULLION TUBE MULLION Q S 2000 SJi SEALANT ICI WED i8 X 1-1/2 SELF. 1 1/4 Mtn 2000 S•K• VINDOV •FLANGES TAPPING SMS E/lBEDMCNT JAMB <TYP� JAMB (TYP.) t,-MULLION �%. SECTION A--A-`(51 .. - 9.. PRECAST SILL MY OTHERS AUXILIARY PUTS 00 X 1/2 SELF 88 X lh SELF <FOR ADDITIDNAL ANCHORS, VHEN REQUIRED) TAPPING SMS TAPPING SMS _ - ➢EIAIL:G 1. .. .. —. SEALANT-3CTVEEN NH X 1/z SELF - .. _ r - . �.-• - = . SEALANT-lETVEEN v1NDOv FLANGES TAPPING SMS v1NDWFLANGES6 MULLION lib X 1-1/2 SELF ,. ., MULLD]M TAPPING SMS SECTION SECTION A —A (3) - 18 SELF TAPPING . SMS CTYPJ `nEr"n e FLEVATIO -MEWED EXTERIOR ;O�� �•®' �' FLORIDA EXTRUDERS ATIONA4 INC SANFORb; FLORIDA m1.E: SER. -2000 FLANGE ....-. _ SHEET V-13F 2 , , S VERTICAL. -MULLION INTO HORIZONTAL .'. aRl SEE OTHER S.I.DE (SHEET .2 OF 2)-TOR.; DESIGN-PRESSURE'CAPACITdES 18 1,21 h72 APPROVED 9Y: DRA1fN BY: BH J - .�: ` . SCAGE:NT.S._ DAG :._-_:2YMHMFLG , ' APPLIES TO HEAD & SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED Al1Y1LIARY PLATE n\t "+ I< LGJ,`JDA �•'L+'•�'�• vDR ADDITIONAL AN, m. vw_w RDOU0= DETAIL C CI�1+Tttr'`i.. p . MANU,ACnaER gj ii SHEATHING f�o/civ,,t 2Xx77f 0 _ SEALANT BETWEEN O _� VINDOW FLANGES itJA � R Fax 0 � NSTALLATION ANCHOR SO WOOD t KILLWN IacLIOM SCREW (TYPJ ,O#T�A'l SIGNER 2000 P.V./DESIGNERS141 '<TYPJ- MULLION X 3/4 SELF SOX 3/4-SELF - I STAI ATION CLIP PING SMS TAPPING SMS . TWO BY VOOD BUCK.BY OTHERS1 X 2 7/16-X 1/8' l X 2. 7/16 X 3/8TUBE MULLION TUBE MULLION MULLION SEALANT BETWEEN VD(DOV FLANGESMULLION 2000 P.V,/DESIGN�R r__ASILL (TYP,) X 3/4 SELF e8 X 3/4 SELF L A/ PPING SMS 1000S,H, TAPPING SMS B8 X 3/4 SELF HEA.. HEAD (TYPJ TAPPING SMS HEAD <iYPJ 2 X 4 X.3/8 SECTION A —A (1) SECTION A —A (2i TUBE MULLION. 1 1/8' MIN EMBEDMEN ;ELEYeDQtl SEALANT BETWEEN ` VIEWED'FROM CKTERIOR VINWV FLANGE -VLL APPLES TO HEAD.& - WHERE I' X 2' t MULLION DETAIL ...... itA'._X -2 7/1 6-TUB& ULU* S ARE USED SEA4wT BETWEEN SEALANT BETWEEN ALLArlCM M*0 SEALANV FVINDOv FLANGES fe V000 =CV VINDO F'LANGES t MULLION - `. (TYPJ 2000 P.V✓DESIGNER 2000 P.V./DESIGNER 08 X 3/4 SELF MWIL CLIP SILL (TYPJ' Slll '(iYPJ � TAPPING SMS R8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 SH. SECTION A —A iS� I Vol MDt 1 X 4 X 1/8 • 1 X 4 X 3/e HEAD (TYP.) CHBCDPOT TUBE MULLION TUBEMULLION FLORIDA EXTRUDERS_ummTloNAL INc SANFORD; FLOR A T=: SER. 2000 FIN SHEET 1 OF .2 '� •:. �•� Y TWIN HOR I ZONTAL MULL I ON SECT IONS SEE OTHER SIDE < SHEET. 2 OF .2) FOR 08 x 3/4 SELF SB.X 3/4 SELF TAPPING SMS. TAPPING sHs DESIGN PRESSURE _CAPACITIES'..,..; 1000 S.H. 3000 si f EB 2G02 HEAD <TYP,> HEAD (TYPJ DFAWN BY: MSH APPROVED, BY _ ACTION A —A (3) SECTION A —A (4) DATE:2/6/02 SCAU:NTS : nxG.:_. 2HMFINTW 4? i 2000 P.V./DESIGNER SILL (TYPJ N8 x 3/4 SELF TAPPING SMS .. 1 X 2 7/16. % 1/8 .TUBE MULLION SEALVEEN VII DOV FLANGES V T ICTVCCN SEA LAV FLANGES- KAA M►r t MULLION 08 X 3/4 SELF 2000 SA TAPPING SMS HEAD (TYPJ SECTION A -A (1) TYPICAL uULLION TO CONCRETE 0 JAMS' (APPLIES X 4 *TUB BMULLL ONS' ARE USED) ` 4 CONCRETE OR MASONRY ! ' 2000 P•V✓DESIGNER BY OTHERS \ SILL (TYPJ 08 X 3/4 SELF, TAPPING I % 2 7/16 X 3/8 TUBE MULLION r'Llt"s X 3/4 SELF 2000 S.K TAPPING SMS C HEAD (TYPJ SECTION "A —A (2) SEALANT BETVEEK VDNDOV FLANGE L.01mN INSTALLATION ANOM 3/16, am TAPCON SCREV V CHOR (TYPJ ONE BY V00D I V. TVtMAL ALLAAn0N CLIP BUCK BY.OTHERS- •4 .. NULUON 2000 P•V✓D.ESIGNER SILL (TYPJ Ire X 3/4 SELF TAPPING SMS - 2 X"4.x 3/8 TUBE. MULLION 4 - I-1 1/4' MIK EMBEDMENT bfjjfuAcTupJER NAME: `wR/O,a ;z-:,rrp vo6AS DETAIL H a a Ile X 3/4 SELF ` L� a SEALAMT BETVEE'N TAPPING SMS VMDOV FLANGES I, MULLION 2000 S.H. 2000 P•V✓DESIGNER 2000 P.W./DESIGNER HEAD <TYPJ SILL (TYPJ r SILL (TYPJ SECTION A —A (5) M8 X 3/4 SELF t 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1X4X1/8 IX•4X3/8 TUBE MULLION TUBE MULLION �.- MEWEO FROM ..EXTERIOR " WTI:RNATIONAL, INC SEALANT BETWEEN FLORIDA EXTRUDERS.;-' FLORIDA VINDOV FLANGES . L MLn LD]N ' ThUi SER.; 2000 , FLANGE'- • SHEET` I-i;. 9F,. 2 TVIN HOR'I20NTAL'MULLIdW'TIONS • Be X 3/4 SELF B8 X 3/4 SELF TAPPING sns 200a S.H.TAPPING SMS SEE OTHER SIDE (SHEET;2 OF 27 _ FOR --'2°°° s'N• MEAD .H. DESIGN:"PRESSURE, CAPACITjES MEAD (TYPJ �_. SECTION A A W SECTION A —A (4) . F 8 200Z DRAiT BY: MSH DATE(2/ 4Z02 ,... SCALE; NTS " DRG:? ; 2HMFLGTV AUXILIARY A APPLIES TO MEAD & SILL.wHERE I' X 4' M ADDITBTW. Al Cm=. 00 NE0.RRCDl dl 2' X 4' TUBE MULUONS ARE USED r)FTAII G.EMUL FLORIDA B. 0. A. F. SHEATHING MANUACrMR NAME: SEALANT BETVEEN b� M FILE E ' , MutDM INSTALLATION ANCHOR N8 VOOD vtMWV FLANGES 0 SCREV (TYP.) t MULLION 2000 P,v✓DESIGNER 2000 F.V./DESIGNER SILL (TYP.) S1LL'<TYPJ EXTERNAL MULLION 08 X 3/4 SELF N8 X 3/4 SELF INSTALLATWN CLIP TAPPING SMS TAPPING SMS . TWO BY VOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 1 X 2 7/16..X 3/8 % TUBE MULLION TUBE MULLION . � _ .. ....MULLION SEALANT BETVEEN VINDOv FLANGES t MULLION A 2000 P.V./DESIGNER ' SILL ITYP.) N8 X 3/4 SELF N8 X 3/4 SELF A TAPPING SMS 1000 Sx TAPPING SMS 08 X 3/4 1000 SH HEAD. TAPPING SMS HEAD (TYP.) 2 X 4 X 3/8 SECTION A —A (1 SECTION A —A (Z) TUBE MuutaN :. s 1 1/8' MIN. EMBEDMENT ` ,:...._.:``.FLFVATIO y NEWEO FROM:EXTERIOR SEALANT BETvEEN vW00v FLANGE oEral� a APPLIES TO MEAD k su. wwm V X 2' L MULLION. k:l' X 2 7/147-TUBE-YULUONS ARE USED SEALANT BETVEEN SEALANT BETVEEN VwDay rLANGES . S. AL1AT1Q� /v+OQR . SECTION A —A (5) •• wcD sucv fTrN VUIDOV FLANGES t MULLION L MULLION �A• CLIP ' 2000 P.V./DESIGNER SILL ITYPJ 2000 P.W./DESIGNER SILL ITYPJ N8 X 3/4 SELF TAPPING SMS /-N8 X 3/4 SELF / TAPPING SMS N8 X 3/4 SELF TAPPING SMS 1000 S.M.1 - 1/r Mlri I X 4 X 1/8 I X 4 X 3/8 HEAD (TYP.) , EMNEDMT ,Q TUBE MULLION TUBE MULLION FLORIDA. EXTRUDERS_ RD°� oFMA TITLE: SER. 2000 FIN SHEET .-1 HORIZONTAL'MULLION SECTIONS V SEE OTHER SIDE (SHEET 2, . OF. 25' ..FOR N8 X SELF. N8 X 3/4 SELF DES 1 GN PRESSURE . CAPAC I T n .3/4 TAPP(NG..SMS '.1000 TAPPING -SMS 1000 SA CB. _ S.M. NEAR (TYP.), HEAD (TYP.)DBA11'N _ BY: M$H .. .. APPROVED ,BY _._ - _77 SECTION A —A (4) DATE:2/6/02 SCAU:NTS -- Dxa: - HMFI.N,:,.­ SECTION A —A (3) SEALANT BETVEEN SEALANT BETVEEN VD'1DOV FLANGES VINDOV FLANGES I t MULLION - t MULLION 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYPJ SILL (TYPJ) j 1►8 X 3/4 SELF MB.X 3/4 SELF TAPPING SMS TAPPING SMS 2 7/16 x 3 1 X 2 7/16 X 1/0 TUBE MULLION TUBE MULLION N8 X 3/4 SELF B8 X 3/4 SELF 2000 S.M. TAPPING SMS 2000 SIL TAPPING SMS HEAD (TYPJ HEAD (TYPJ SECTION A —A (1) SECTION A —A !21 SEALANT BETVEEN VINDOV FLANGE MULLION , FLORP.- CENT' �.: rraA�T � A . iT " SEALANT BETVEEN SCALANT..BETVEEN, VINWV FLANGES VINMV•FLANGES t MULLION t. MUIJ.ION 2000 P.V✓DESIGNER 2000 P,V✓DESIGNER SILL (TYPJ SILL (TYPJ N8 x 3/4 SELF 00 X 3/4 SELF TAPPING SMS TAPPING SMS 1.x4.x1/6 1x4x3a TUBE MULLION TUBE MULLION IL NB X 3/4 SELF r8 x 3/4 SELF TAPPING SMS TAPPING SMS . 2000 .S.H. HUI (TY HEAD (TYPJ HEAD <TYPJ SECTION A —A 131 SECTION A —A (4) TYPICAL MUWON TO CONCRETE O JAMB (APPUES TO JAMB WHERE 1' X 4' OETAIL B dao 2' X 4' TUBE NUWONS ARE USED) Q CONCRETE OR MASONRY BY OTHERS INSTALLATION AN04M 3/16' DLL TAPCON SCREV ANCHOR (TYPJ /8 ONE BY VOOD EXTERNAL MULLDON D'1STALLATEIN CLIP BUCK BY. OTHERS MULLD)N 2000 P.V./DESIGNER SILL (TYP.S , 08 X 3/4 SELF TAPPING SMS E.. X' 4 X 3/8 TUBE MULLION ��- 1 1/4• HIM. EMBEDMENT .. .. .. - . BETA OWR8 X 3/4 SELF L_. A - ING SMS 2000 Vt .HEAD (TYPJ SECTION A —A (5) - - VIEWED fR0A1 EXTERIOR FLOR,MA. EXTRUDERS.- RD° nORMA Tmz: SER. 2000 IFLANGE SHEET; 1 OF,; 2� HORIZONTAL MULLION StCTjONS' SEE OTHER SIDE ( SHEET 2. OF 2) .:FOR DES IGWPRE -SURE CAPACITIES°-6'L' DRA141 BY; MSH �tPFliov>,D gy?31 *r DATE:2/4/0 --• sdAt>ti: 2000 S.M. i JAMB (TYP,) 2000 S.H. JAMB (TYPJ ay TVO BY VOOD QETAIL BUCK BY OTHERS ' 1 1/8, MIN. .. . . EMBEDMENT 2000 S.H. 1 X 2 7/16 X 1/8 JAMH,<TYPa 3 X 2 7/16 X 3/8 TUBE MULLION TUBE :MULLION. 2 X 4 X 3i8 TUBE MULLION SHEATHING r8 X L2 'SELF 08 X 1%Z SELF MSiAllAt10N ANCHOR 18 vOQD TAPPING SMS TAPPING ,SMS SCREV (TYPJ EXTERNAL MULLION. ' INSTALLATION CLIP _.._ 2000 Sl1. - .:...MULLION _. '� • .. ... JAMB (TYP.) APPLIES .TO.'HEAD k.SILL WHERE I' X 4' d(;2' X"4' TUBE MULUONS ARE USED - V RA ov FR ME re x 1/2 SELF APPLIES HEAD & SILL WHERE 1' x 2' 718 ME vvin ,TO SMS !c 1' x 2.7/16- TUBE MULLIONS ARE USED t MULLION � MULLION "am 1TAPPING X 1-1/2 SELF' r8".X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS as VonSCaEV SECTION A —A (1) SECTION A -•A (2) (TYPJ _ SILL CLIP ^�,�� �+i�tud� IC�1V a S iri.Id3ll A B. O.N. Y' . _. ... :.. _. -1/2 SW `LN FLANGES AQ.`T�1F�ER : TAPPING ? l 1/e' MIN. .. SECTION A —A SKEArmm DETAIL C .. �FRAwWG ' , .., , ..... • .AUXILIARY` PLATE- 1 X 4 X 1/8 1,:X-4'X 3/8 (FOR ADDITI(TN -ANCMr3RS,'VHEN REQUIRED) TUBE MULLION TUBE MULLION = 2000 $x JAMB '(TYPJ. _ O O r8 SELF, TAPPING —\/ r8 X 1/2 SELF r8 X 1/2 SELF SMS CTYPJ.-. `— DETAIL B MULLION TAPPING SMS TAPPING SMS ELEVATION. - _., VIEWEO`{R0A1. EXTERIOR r .. .. _. .. .-.. - �.. __ . .._.. INTERNATIONAL WC FLORIDA EXTRUDERS sAw9RD. FLORIDA ,•.. TTTLB:SER. 2000 "FIN SHEET T 'OF 2 VER • TICaL MULLION:SQCTIQNS' .:. SEALMT'BETVEEN ;.;'., ViNDOV FRAME SEALANT BETvEEN FRAME. :... .' •' i. .. �OF { 71 tVIHDOV �.. SEE OTHER SIDE SHEE-T 2 0 2) .'FOR MULLION 16 MULLION 7 ,. N PRESSURE. —CAPACITIES I r8 X..P-1/2 SELF._:.. _ ... __._.rB..X I-1/2 SELF ' TAPPING. SMS TAP?LNG. SNS DRAttN BY: MSW •" APPROVED 8Y. 4 SECTION 'A --;A (3) SECTION A —A (4) "' DATE:2/6/02 SCALE:NTS DAG. 2VMFIN t Bw LK 1 X 2 7/16 x VB ' 2000 Sx 1 X 2 7/16 X 3/8 1 ONE BY VOQDERS DETAIL C JAP TUBE MULLION• JAMB �PJ TUBE MULLIGN BUCK BY OTHERS � CONCRETE OR MASC�PRY j 1 1/4' MIX BY OTHERS I EMBEDMENT . Q B8 X 1/2 SELF •N8 X 1/2:SELF TAPPING SM$ TAPPING SMS INSTALLATION ANCHOR 3/16' TAPCON SCREV .ANCHOR CTYPJ. L -.'. �'•� y, .EXTERNALMi�LI(]N .. .!. , .. ...... ' INSTALLATION CLIP SEALANT BETVEFN —' SEAA.*w BETVEEN NBE MULLION• ~ _ t • MLLION PM,LION FLANGES Y a. Me x 1-1/2 SELF Be x 1-V2 SELF 200a $a tYPi(icl"AULUON To wm.RETE 0 HEAD TAPPING SINS TAPPING SNS JAMB CTYPJ PIl4.LIDN �p PLIES 70 .,8 .SICL.WHERE 1` ? 4 ., _ ' . dcz2 . X , . E''i�IULLTONS ;ARE USED SECTION A A (1) SECTION A=A. (2) . 1/2 a _ -sEi� ;_TAPPING SMS _. _ _.._. ' ... INSTALLATICH A4013R 1 X 4 X. V8 1 X 4.X 3/8- _ _ ..._-.:_.-. . -..... SCRfV ANCFgR CTYPJ TUBE MULLION TUBE MULLION - •! SILL RIP B8 X 1-1/2'SEI•F TAPPING-. SMS SEALANT Q BETVEFN 2000 S.K 2000 SJifLANGES 4 MR JAMB. CTYPJ JAMB CTYPJ SECTION 1 V _. DETAILC �PRECASf _= HY'OT}�m 'AUXILIARY `PL • Ba z V2 SELF _ . .: .... 'vie•.X V2 sELF . ; -. _ ,��4 TAPPING SMS _ TAPPING' SMS -- - ADbITIrtNAL MPCI�RS • vPEN RE0U1R A; A.. SEALANT BEivEEN SEALANT BCvED( VVtWV FLANGES v0Y00V FVM= --- t NW.11B1 t ►eJLL10M • B8 SELF TAPPING ��/ N8 x 1-1/2 SELF is X d—V2 SELF SNS CTYPJ TAPPING, SM$ . TAPPING SM$ IlEI9D`8 , MULt igtr SECTION A—A.(3 SECTION' A=A (4) VIEWED FROM EXTERIOR. r�Iry -.. FLORIDA Aa�anAk ,> Ic N,,. EXTR'UES; sAxFoxn ' Cj'�i$�= .. FLORIDA= 3 IV s:..... U� r. ,. VERTICAL MULLION-SECTIOhRS —` SEE .•OTHER.,SI:DE=<SHE�T�,•2.,OF,'�2)�:�(�R,. "``` • 1.8 �2M2 DESIGN PRESS 'ES S.•' r . �.._....._.. ,.. � ._ Dfu rx BY: JRH e•' :Itf '.AFPR09EOt$Y:?23iit , C.71' . i �: _ scatE:,Nj_S 3 Y�RCDfwM/,E A�snR E REVISIONS DATE: ECN NO. APPVD: I DESCRI 11/00 MWW I OTY (1) WAS (2) FOR TRACK BOLT -20 u WL END SIRES ATTACHED TO DOOR S M WAIN PATOM IUD-L-LOC CISFW cW. BOTTOM 4 C M14 RT 13 OA DALV. STEEL WOOD 4" F Ac BRACKET.43/I��/eSan"s WOOD us LISTED UM%U" M AN C"*k ` Z' CALM. STEEL TRACK, V TRACK POSMM ®� (4) RACK V.AC T GLv. STEEL TRACK BRACKET. fart LOCKM (4) TRACK SRACISIS rill WC. tr 1M ra ETAOTLT REPORT#96C6C Moh I. DOORS ! TO 7'-0• HIC1 CON95T OF. I) SECi1CM3,�().� R10' FRAIIE N111 U.Y. , IAO iCADWf ON If comERf. 1 oA WL i0wp BOXAMD. LAO SM4 MY M C"fVMM( DOORS ovER f-0' ,API CONSIST OF. (5) S&cr4.S (90 910.'If). OOMM ON OUTSI E WWALT (BUT NOT 11 &MED) 10 PWADE A rw9l WMIM124 .. 9RiACL MUM" 4AAM 00 NOS IRM M L.A. 24 MLON ►TIE AAIR 2' DOCK ¢S LTAa w 1!S' K7lNO lRE .: 23 C4 uN. S7[EL S10H COARD ,RAM O-IO WOOL 1K�o Vlw SU MITE RETANEA JWl'fo PAN WAD SCRfe {f0 SCALws PEA UR) _ I CEMERS (c-p 12 G GLY WBRACX FASTMED I O.LYAMr.G fMfW-0N PMIFA. - a 24 OSMICtS E. P9 TOTE taAACAETn a T'Q 111 AND A 6V[ED-p1POLYESIFRr 1/f'N' 7MCON SCXwS bl 17-1/2' LSMIEIS (taw HORIZONTAL DOOR (,1. K.NtYtu pplK]N 014a/4' SHEET METAL SCREWS -� ,A eA f2ID INKd3 NEL' X Ilwan10 BY DOOR INSTALLER (10 31RT) G I.I. OAW. STEM EEO SIRE 20 Oa DALY. am mm SIRE D C 'I B TOP COAT APPLKD TO BpT1I 4 r9 wL ,fawns THq{MEp w11N +�1f^�^ f •• •• ,+••,v 1s a OALv, srtn CORF71 S"S Of Sim SKM.., 12 4 GY.y. 57Ef1 TOPROLLER BRACKET, ON10 WIiKSV. TRACK. SIIEYE ANCHORS, 1' 0-0. W4 M91E11 REOIIRfD J I WRO(S F iD 1MIUL STYES wF/T(NSO)E BRACIfR ATTAPIED V%(f) EACH DOE a DOOR, wIM TAPCOHS MIC ORS MY % COUM1pWRN 12 OA CALM. STEM TRACKF OPACKE . Tf CA GLro. F/pS7;E5 N ■/1•) off 9,CT METE SCAETWS. /IRAs/e' SN[E7 METAL LATER. STILE (ILM NOT WALWO) 10 ►RDAE A FUM4 RAPT ATr.C�y TO rACH BMCIET i1faS e' s0�'ki TOTE SCALMS AND 1KKMIM. 9R:ACE H10R120frtA1 iM4f5 ro HOi / 9W IRA M.M. SUi,ELS. RlAN9m �, 1w111 D KRI 114pd/S` T 4) 1 4/4 SELF tAPnw sFAEws TER END ,R,ICE. .. OUTS" KEAED 14 U GLY. STEEL HAf101E END DID 2' OK SNORT STEW, 10 DALE STEEL HOLLER. END W14C FACT SIRE vu .1119LAQUOMA&M wm WCPVWRLD. ►IL 5171 /() ASTDOED TO �T 4.3/e' NSHoc WAND SMRR`E' PBErARATIOH er 3.Ms Rr MUM NORM P iZ /23432 3- TALL U-4W a (4) 1/4-.3/4• XV Du LOCK .AR 20 u wALY. STEEL TAPPNO SCRELS. �...c... ,.�` 04ACE5 N DESIGN LOADS: +24.0 PSF k -24.5 PSF TAN. RRD STRFNGM: 50 KSI Mrs" WRAC( ON LfOgf; 114 DESiCI D< 114 91PPORIeIO F]D4DDS . EACN WE SHALL K DIE KSP014BU1! OF lA[ PRD�aF TEST LOADS: +36.0 PSF & -37.0 PSF 3• ; NANOIE OF DOOR. RECORD FOR 111E SHADM OR STRUCIUIE MID N ACCDRDAMCE S• TALL . 20 G. AGEYAY1.1 5p1EEL O U-SWS fHD I= DBOLTMA "M OURROrt SURDINO 000LS FOIL TWE LOADS LISTED ON w.anll pMwo K aoa N euR 1-7le' pA BOTTOM SFCP111N. plE u-sew a MD M.TI°M'DJLS THIS ORARMc. PART NO.: - A T SECTION ETC FACT V-W ATTA0IFD TRACK. ONE NDIKY LMifb SIYLW OR.f1./N 31i wFYR4 SL $M'b )60D ' PER VILE L f' ON, iAPPNO SCAEMS EDP( ON G�PMnYf�PNMMn .I..1�.n IDEAL 312 ON 4s202 PER s7RE LouroN. EACH sOE r oEanr e1Np.1O 0D. TOLERANCES «. _ Of DOOR. 1'L.� .�'+L *."".A .0 1'03 WEm soi 001AYi a MO. }-ra- 9 . sEcmH'.A-A lcnr nEwE .ISAY• aFY�Z e..w f..L.M., r rH'w'"I ,00 . t.015 - wC. ovroH .W. R a W- er..A fw. 4 DESCRIPTION: MODEL 6RST W4 16-0 K 8-0: 24/-24.5 DESIGN (DAD ....w Tea ..e.. •.F ...R • .000 t.005 13 u CALV STEEL sorrow sucKa. //{j�� f� DRAWN BY: BMM DATE: 4/18 OO SCALE: NTS ATrACNEO ,HTfA (2) /AI.3/s" S-M WTAL SCRLLS. ///K / 7 r.... y w..r.... .0000 3.001 / DWG. R dcl 0"— t 1/2' CHECKED BY: ~ DATE: 4/18/00 SHEET 1 OF t StZE 1J "ection ARE N HUES. I DWG. NO.: 102138 REV. NO. I - i 3 2000 SA JAMB !TYPJ 2000 S.H. JAMB (TYPJ l X 2 7/16 X 1/8 - 2000 S.H. I X 2 7/16 X 3/8 UK BY VOOD TUBE MULLION JAMB CTYPJ TUBE MULLION DUCK BY OTHERS CONCRETE OR MAS!5�QY' 1 1/4' MIN Q BY OTHERS TAPPING sMS _ Tso x APPpi/2SMS ElIBEDI 4 4 P., SfAIANT BETYEEM KLI JON Ma X I-L/2 SELF TAPPING SMS SECTION A —A (1) 1X4X1/8 TUBE MULLION 2000 S.H. i MULLION JAMB (TYPJ EcnoN /�-A~ rs1 r . t r > 1 1/4' MIN. _ - _ v . � Q o+BEDME►(r •8 X I/ s PRECAST Sl=.L`BY OTHMM - — 2 SELF i8 X 1/2 SELF - _ __...:.AUXILIARY °R►'q ,._ TAPPING sMs " TAPPING- SMS .. _ _.� bFEN REOUIRE>u - --h, . L Mimi L nuLLlar,FLAMCEs R8 SELF LAPPING TA x 1-1/2 SELF TA X J-1/2 SELF SMS CTYPJ DETAn. B MULLION, TAPPING SMS TAPPDiG SMS SECTION A —A (3) '-SECTION A -A_ (4) VIEWED FRom DMMbR MANi7 p t NAME: FLORID . EX�'R'UDERS �'boV4 _ig ,. /� suoxn;.oxma. .' Y - .. � f : rr ..• i I11/ V VERT I CAL M[tL� I ON SECT � F# f SEE • OTHER.. DEs� SHEET, 2-;OF,'`2)k pR: .. 1.9 120 DESIGN PRtSWRt dAPACITIES�- :'. ' � 1 �[ mit 4- \ddrew Ll U 1.1' cription of %York: `; .- s? toric District 7_ulling' ('1'1'N' OF S,\NFORU 1 ERIM I \Yt't.l(' \ PION Ouw /6 � 1 'a t I Los- 14, `t Value of \York: S L� '- c-= •mit Tvpe: Buddin; V Flectncai _ %lechanical Plumbing Fire Spnnkicr Alann `— Pail !etrieal: New Service = of \-IPS _ - Addition: Alteration CtauLe otScrvice Temporary Pul< rchanicuh Resiucnmal Nun-Rc:adelltill l Rcnlacetnem New (Duct Lavout - )mere;' C-11c. Requires.)) utnhing/ New Commercial' :: ul Fixtures a of Water & Se:wcr LInt:S of Gas Lines umbingiNew Residential: = ,It Water Closets Plumbing Repair - Residential or Commercial :cupanc)• Type: Rcsnlenmul 1' - Commercial Industnal Total Square Footage: — anstruction Type: —___- _ 4 of Stories: %* of Dwelling Units - Flood Zone �- tFENIA (urm required fur other than Xi trees 1t' (.attach Proof clf Ossnersh�ip,& Legal Description) s+ners Name t Address: -D [�_---, c -` T lL\ t 11' CC VL t U L.3-- r_ nntractor Nalnc L \ddress -VZ{�yL �r_1' �� t�l 1= t2 s L H r`I S?\ -7 LI _] �s: t� r-(- VC! Gil►( G� L' F' �_._ _. 32 7 - State License Nurttbcr.- - hoar S Fax. _� v Z 15_w=__L `��1— Contact Person: --- i �/ N� c L •` 1 Pfione ;ou.lio." Cnmparrs — - -_-- --_ _. tddress ,lortgage Lender— ►ddrwss \.(dress Phuue_ --- ---- - ---- - -- - Fax: •\ppllcalmll Is hcrehy made 1.1 thiaut a ncnml u) du the .work and installations as Indicated. I certify that nu work- or installatinn has crnmncnccd prior Ili dtc sivance of a pcnn1l and Ihal .III .%,)Ik w'dl be performed n) meet standards of all laws regulaline construction in this jurisdiction I understand that a sepamc ;n:nnn must he-lccured for I'LFCTRI('Al. WORK, PLUMBING. SIGNS. WELLS, POOLS. FURNACES, BOILERS. HE.\TERS. TANKS. and AIR CONDITIONERS. :IC OWNER SS\FFIDAV IT I:c1IlIv Ihal all ttl the loreL_'nnlg Inlollnatimi is acclJrate and that all Nark will he done In compliance with all applicable laws RYula1111L construomoi and tumm_ %% \RNIN(. TOOWNI R. YOUR FAILURE TO RECORD A NOTICE Or COMMENCEMENT \IAY RESULT IN YOUR PAYING TWICE FOR IMPROVENIENTS To YOUR PROPERTY. IF YOU INTEND TOOBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNE': BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT NOTIC_T. In addrtrun In the reUununcnl1 tit tilts pellrrlt, there may be additional rt-imctimrr applicable to this prnperty that may he Iowld III the puhllc records of (tits :ounly. and there mas he additional perrrnls required from other governmental entities Such as water management dritnct>. Mate agcncreN. or Icelenl agencies. \cccpwncc +I pemrn n .rnlicauon that wr11 oriole the owner of (he property of the requnemen s of Florida Llcn Law. FS ' I rr �ignalure.•I O..rice ;rein- Dale Ignature untr ct,r.:\gem Datc Print ,+ 1 or .ALent <N �_-- Pnnl I),, seen) :Name '-" itenalure •tl v,wnN pure .�(F•londa 1)s.ner A,_cnt �� _ Personally Known to Meor Date I Florda Vrpnt6� tur-AW;pkt)n'_ Pcrsonallv Knutsn in \lc nrPmd`6Z:`ed ID a.P111.1( A I -ION \PPR(I� I D BY 1166__._--- Inu1a1 Ihuoai .\ Date) - Initial .i Oales Onuns) c Daiei Date: -5: , `� C I hereby name and appoint POWER OF ATTORNEY ('Cb of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the r, to d Sa n 4 r Building Department fora LOW VOLTAGE permit For work performed at a location described as: A Section Township Range Subdivision: l 7 o A141, o /,,� ar z (Address of Property) W (Owner of Property) Lot 11, `/ Block and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Tvpe or Print Name of Certified Contractor -/X.W 67,4, I / Signature o7tified Contractor The foregoing instrument was acknowledge before me this day of is personally known to me/ r who produced As Commission 4 My Commission Expires: did not take oath. Stat&Of'1TV W. b\�c Spa pec21, otary + Code Administration, Plan Review & Inspection Services CAPRI P. NG I N E E R I N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-1690 Address: 140 Magnolia Park Trail Services to be provided: Plan Review ❑ Inspections Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider is used for both services pursuant to Section 553.791(2) Florida Statute. I D.R. Horton, Inc._, the fee owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Firm: CAPRI Engineering LLC Private Provider: Gary H. Elzweig, PE Address: 6220 S. Orange Blossom Trail Ste.197 Orlando, FL 32809 Telephone: 407-855-1860 Fax: 407-855-1868 Email Address (Optional): elg zweig(i ,caprien ineering_com Florida License, Registration or Certificate #: 00034163 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by s. 553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within 1 business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use, environmental or other codes. CAPRI Engineering LLC 6220 South Orlando Blossom Ste #197 ■ Orlando, Florida 32809 ■ (407) 855-1860 ■ Fax: (407) 855-1868 www.capriengineering.com r The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual (Signature) Print Name: Address: Telephone No.: Please use appropriate notary block. STATE OF_ COUNTY OF Individual Before me, this day of , 20_, personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Hqrton. Pri orvora (Signature) / Print j Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee #600 Orlando FL 32822 Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared _Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Type of identification produced Sign iture of Notary Partnership Print Partnership Name Ry: (Signature) Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Mellisa Cortes: Print Name: Notary Public: NOTARY STAMP B LOW .Nry MELISSA LYZETTE CORTES My commission expires: U' ,b ) *oy MY COMMISSION # DD506923 AT I-";"%s EXPIRES: Jan.16.2010 (4,17) V5-0153 Rodecn Notary senice.con, Code Administration, Plan Review & Inspection Services CAPRI V N G I N G G R L N G Notice to Building Official of Use of Private Provider Project Name: Magnolia Park Parcel ID: 18-20-31-300-0020-1690 Address: 140 Magnolia Park Trail Services to be provided: Plan Review ❑ Inspections Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider is used for both services pursuant to Section 553.791(2) Florida Statute. I D.R. Horton, Inc._, the fee owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Firm: CAPRI Engineering,_LLC Private Provider: Gary H. Elzweig, PE Address: 6220 S. Orange Blossom Trail Ste.197 Orlando, FL 32809 Telephone: 407-85 5-1860 Fax: 407-855-1868 Email Address (Optional): elzweig(a caprien ineering com Florida License, Registration or Certificate #: 00034163 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by s. 553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within 1 business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use, environmental or other codes. CAPRI Engineering LLC 6220 South Orlando Blossom Ste #197 ■ Orlando, Florida 32809 ■ (407) 855-1860 ■ Fax: (407) 855-1868 www.caprieng neerin The following attachments are providing as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual (Signature) Print Name: Address: Telephone No.: Please use appropriate notary block. STATE OF_ COUNTY OF Individual Before me, this day of , 20_, personally appeared Who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation D.R. Horton. Inc._ Print Qorporation N (Signature) Print Name: Robert Lawson Its: Asst. Secretary Address: 5850 T.G.Lee #600 Orlando FL 32822 Telephone No. 407/850-5200 Corporation Before me, this day of May 19,2006, Personally appeared _Robert Lawson of D.R. Horton Inc , a Corporation, on behalf of the state corporation, who executed the foregoing instrument and acknowledged before me that same, was Executed for the purposes therein expressed. Personally known X ; or Produced identification Type of identification produced Ou Sig ature of Notary Notary Public: NOTARY STA P ELOW My commission expires:-' Partnership Print Partnership Name By: (Signature) Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on behalf of A partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Mellisa Cortes: Print Name: A MELISSA LYZETTC CORTES MY COMMISSION# DDSM923 EXPIRES: Jan.16,2010 153 RMch Nolmy Sa,vft.com PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 169, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 169 CONTAINS 6,900 SQUARE FEET t THIS STRUCTURE CONTAINS 2,335 SQUARE FEET t TOTAL CONCRETE 771SO. FT. t TOTAL SOD 3,794 SQ. FT. t j AA� LOT 152 BUILDING SETBACKS FRON T: 25' REAR: 20' 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 1 HAVE EXAMINED THE F,I.R.M, COMMUNITY PANEL NO 120294 0045 E DATED 4117195 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL I BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHEASTERLY LINE OF LOT 169 AS BEING S63'25'00"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ LOT 170 LEGEND BUILDING SETBACK LINE MLW -- - CENTERLINE POB RIGHT OF WAY LINE POL PCC x PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW pD CONCRETE 4N PSM PROFESSIONAL SURVEYOR & MAPPER L LB LICENSED BUSINESS C.B. LS LICENSED SURVEYOR PI PC PRM PERMANENT REFERENCE MONUMENT PRC PCP PERMANENT CONTROL POINT PT (P) PER PLAT TYP (M) MEASURED A/C (CALC) CALCULATED CBW FND FOUND RP C/W CONCRETE WALK R S/W SIDEWALK CS CID CONCRETE PAD C PB PLAT BOOK R/W PGS PAGES ORB NG NATURAL GRADE UP SO. FT. SQUARE FEET 1" = 30' 1 GRAPHIC SCE ALE 0 15 30 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 UTILITY PAD 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TI1LE 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. ASM52636 DRAWN BY: VIOT PLAN 02/27/05 MOF AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8/6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 FOR THE FIRM JAMES JAY ALES PSM #4997 DATE FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1917 Builder: DR Horton Address: NO Permitting Office: City, : T)T)� Permit Number: Owner: � �- Jurisdiction Number: Climate Zone: Xt' 1. New construction or existing New - 2. Single family or multi -family Single family - 3. Number of units, if multi -family I - 4. Number of Bedrooms 3 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 1917 ft' - 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)349.0 ft' - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)349.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 199.0(p) ft - b. N/A - c. N/A - 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1299.1 ft' - b. Frame, Wood, Adjacent R=11.0, 184.0 ft' - c. N/A - d. N/A - e. N/A - 10. Ceiling types - a. Under Attic R=19.0, 1917.0 ft' b. N/A - c. N/A - 11. Ducts - a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft b. N/A - 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. 1-lot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 25320 Glass/Floor Area: 0.18 Total base points: 26492 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. mtl; •,� PREPARED BY: DATE: I hereby certify that this bu ding, as designed, is in compliance with the F 'ri Ener , OWNER/AG -r: DATE: 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: 2&4 1 Predominant glass type. For actual glass type and areas, see bummer & Winter 131ass output on pages EnergyGauge® (Version: FLRCSB v4.0) Cap: 42.0 kBtu/hr - SEER: 12.00 Cap: 42.0 kBtu/hr - HSPF: 7.60 Cap: 50 0 gallons - EF: 0.90 PT, - O4-04E ST42, IV AN if ft'CDD WE'!JV r FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BSPM = Points Overhang .18 Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 1917.0 25.78 8895.6 Single, Clear SE 1.0 6.0 16.0 61.07 0.96 941.4 .18 Single, Clear E 1.0 9.0 19.0 63.97 0.99 1207.7 Single, Clear N 1.0 9.0 19.0 30.19 0.99 569.7 Single, Clear NE 1.0 12.5 28.0 47.10 1.00 1314.4 Single, Clear N 1.0 14.0 7.0 30.19 1.00 210.4 Single, Clear NE 1.0 3.0 4.0 47.10 0.87 163.3 Single, Clear MN 1.0 5.0 19.0 40.72 0.95 738.1 Single, Clear SW 1.0 7.0 32.0 56.99 0.98 1793.5 Single, Clear SE 10.0 10.0 40.0 61.07 0.51 1250.7 Single, Clear SW 11.0 10.0 48.0 56.99 0.50 1358.5 Single, Clear SW 1.0 6.0 32.0 56.99 0.96 1755.5 Single, Clear NW 5.0 8.0 20.0 40.72 0.73 598.0 Single, Clear SE 1.0 6.0 16.0 61.07 0.96 941 A Single, Clear SE 1.0 4.0 10.0 61.07 0.89 543.4 Single, Clear MN 8.0 6.0 16.0 40.72 0.60 393.5 Single, Clear W 2.0 7.0 23.0 57.68 0.89 1176.0 As -Built Total: 349.0 14956.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 184.0 0.70 128.8 Concrete, Int Insul, Exterior 4.1 1299.1 1.18 1532.9 Exterior 1299.1 1.90 2468.3 Frame, Wood, Adjacent 11.0 184.0 0.70 128.8 Base Total: 1483.1 2597.1 As -Built Total: 1483.1 1661.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 . 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1917.0 2.13 4083.2 Under Attic 19.0 1917.0 2.82 X 1.00 5405.9 Base Total: 1917.0 4083.2 As -Built Total: 1917.0 5405.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 199.0(p) -31.8 -6328.2 Slab -On -Grade Edge Insulation 0.0 199.0(p -31.90 -6348.1 Raised 0.0 0.00 0.0 Base Total: -6328.2 1 As -Built Total: 199.0 -6348.1 EnergyGauge® DCA Form 60OA-2004 EnergyGauge4DlFIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: " " , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1917.0 14.31 27432.3 1917.0 14.31 27432.3 Summer Base Points: 36804.8 Summer As -Built Points: 43294.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 42000 btuh ,SEER/EFF(12.0) Ducts: Unc(S),Unc(R),lnt(AH),R6.0(INS) 43295 1.00 (1.09 x 1.150 x 0.85) 0.284 0.950 12491.8 36804.8 0.4266 15700.9 43294.7 1.00 1.069 0.284 0.950 12491.8 EnergyGauge'" DCA Form 60OA-2004 EnergyGaugeOFIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang .18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 1917.0 5.86 2022.1 Single, Clear SE 1.0 6.0 16.0 10.59 1.02 173.1 .18 Single, Clear E 1.0 9.0 19.0 12.37 1.00 236.0 Single, Clear N 1.0 9.0 19.0 15.07 1.00 285.9 Single, Clear NE 1.0 12.5 28.0 14.70 1.00 411.7 Single, Clear N 1.0 14.0 7.0 15.07 1.00 105.4 Single, Clear NE 1.0 3.0 4.0 14.70 1.00 58.9 Single, Clear NN 1.0 5.0 19.0 14.97 1.00 283.9 Single, Clear SW 1.0 7.0 32.0 11.59 1.01 373.0 Single, Clear SE 10.0 10.0 40.0 10.59 1.49 632.5 Single, Clear SW 11.0 10.0 48.0 11.59 1.36 756.4 Single, Clear SW 1.0 6.0 32.0 11.59 1.01 374.9 Single, Clear NW 5.0 8.0 20.0 14.97 0.99 297.8 Single, Clear SE 1.0 6.0 16.0 10.59 1.02 173.1 Single, Clear SE 1.0 4.0 10.0 10.59 1.05 111.2 Single, Clear NW 8.0 6.0 16.0 14.97 0.99 237.4 Single, Clear W 2.0 7.0 23.0 13.25 1.02 309.5 As -Built Total: 349.0 4820.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 184.0 1.80 331.2 Concrete, Int Insul, Exterior 4.1 1299.1 3.31 4293.5 Exterior 1299.1 2.00 2598.2 Frame, Wood, Adjacent 11.0 184.0 1.80 331.2 Base Total: 1483.1 2929.4 As -Built Total: 1483.1 4624.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0. 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1917.0 0.64 1226.9 1 Under Attic 19.0 1917.0 0.87 X 1.00 1667.8 Base Total: 1917.0 1226.9 As -Built Total: 1917.0 1667.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab Raised 199.0(p) -1.9 0.0 0.00 -378.1 0.0 Slab -On -Grade Edge Insulation 0.0 199.0(p 2.50 497.5 1 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeVFIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1917.0 -0.28 -536.8 1917.0 -0.28 -536.8 Winter Base Points: 5437.5 Winter As -Built Points: 11332.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 42000 btuh ,EFF(7.6) Ducts: Unc(S),Unc(R),Int(AH),R6.0 11332.2 1.000 (1.078 x 1.160 x 0.87) 0.449 0.950 5283.8 5437.5 0.6274 3411.5 11332.2 1.00 1.093 0.449 0.950 5283.8 EnergyGaugeT' DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: 75".0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 15701 3411 7380 26492 112492 5284 7544 25320 [_ PASS EnergyGaugeTM' DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: " " " PERMIT #: I 6-n_21 tNFll TROTlnN RFDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area:.5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; 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, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the Derimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor ca itv between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. r.rn�r�"nTn/C RAC A 0110CQ /.. * ha ma* nr aYcaarlad by all Peridences.) bA-LL V 1Mr-K P'KCJVKtr lttrc 1VICA.wl�w CHECK COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 qallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically ' attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 1 Se arate readily accessible manual or automatic thermostat for each system. Insulation - 1604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2004 EnergyGaugeVFIaRES'2004 FLRCSB v4.0 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 - 2. Single family or multi -family Single family - 3. Number of units, if multi -family I - 4. Number of Bedrooms 3 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 1917 ft' - 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor Description Area (or Single or Double DEFAULT) 7a(Sngle Default)349.0 ft' - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)349.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 199.0(p) ft - b. N/A - c. N/A - 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1299.1 ft' - b. Frame, Wood, Adjacent R=11.0, 184.0 ft' - c. N/A - d. N/A - e. N/A - 10. Ceiling types a. Under Attic R=19.0, 1917.0 ft' - b. N/A - c. N/A - 1 1. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft - b. N/A - 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 42.0 kBtu/hr - SEER: 12.00 Cap: 42.0 kBtu/hr - HSPF: 7.60 Cap: 50.0 gallons - EF: 0.90 PT, - I certify that this home has complied with the Florida Energy Efficiency Code For Building 4 �gE SPAT o Construction through the above energy saving features which will be installed (or exceeded) For in this home before final inspectio Otherwi ,anew El'L Display Card ill be c mpleted y rrr 1 nnr based on install co n featu Builder Signatur Date: l c� y J a Address of New Home:) City/FL Zip: i , L 1�coD WE t� *NOTE. The home's estimated energy prom rice scbr'k F onl} 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 EnergyStar"idesignation), 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. I Predominant glass type. For actual glass type and a" 5see Summer C9) ges 2&4. 69v4,rgGdugVloFRC ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.6 The higher the score, the more efficient the home. l . New construction or existing New — 2. Single family or multi -family Single family — 3. Number of units, if multi -family I — 4. Number of Bedrooms 3 — 5. Is this a worst case? Yes — 6. Conditioned floor area (W) 1917 ft' _ 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)349.0 ft' — b. SHGC. (or Clear or Tint DEFAULT) 7b. (Clear)349.0 ft' — 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 199.00) ft — b N/A — c. N/A — 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1299.1 ft' — b. Frame, Wood, Adjacent R=I 1.0, 184.0 ft' — c. N/A — d. N/A — e. N/A — 10. Ceiling types a. Under Attic R=19.0, 1917.0 ft' — b. N/A — c. N/A — 1 1. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft — b. N/A — 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, 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: Date: Address of New Home: City/FL Zip: Cap: 42.0 kBtu/hr _ SEER: 12.00 — Cap: 42.0 kBtu/hr — HSPF: 7.60 Cap: 50.0 gallons — EF: 0.90 PT, — *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 EnergyStar "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 850/487-1824. I Predominant glass type. For actual glass type and arEnergyGauge® (Version:: FLRCS�tv4,U) ges 2&4. DUCT SYSTEM SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 For: DR Horton External Static Pressure: Pressure Losses: Available Static Pressure: Friction Rate: Actual AVF: Total Effective Length (TEL): HEATING COOLING 0.20 in H2O 0.20 in H2O 0.06 in H2O 0.06 in H2O 0.14 in H2O 0.14 in H2O 0.519 in/100ft 0.519 in/100ft 1400 cfm 1400 cfm 27 ft Supply Branch Detail Table Name Htg (Btuh) Clg (Btuh) Htg (cfm) Clg (cfm) Dsn FR Vel (fpm) Dia (in) Rect Sz (in) Duct Matl Tmk bed 3 2526 1584 88 74 0.875 646 5 Ox 0 VIFx laundry 10561 1225 37 57 1.400 654 4 Ox 0 VIFx dining 7132 5585 249 260 1,167 589 9 6 Ox 0 Ox 0 VIFx VIFx SO m bath 3315 2188 116 102 17 0.583 0.538 588 281 4 Ox 0 VIFx stl wic m bed 703 7784 372 5104 24 271 238 0,519 614 9 Ox 0 VIFx stl living 3979 3998 139I 186 1.400 697 7 Ox 0 VIFx family 6532 3679 228 171 0.636 652 8 Ox 0 VIFx bed 2 2236 1424 78 66 1.167 571 5 Ox 0 VIFx bath 1112 761 39 35 0.933 444 4 Ox 0 VIFx kitchen 3799 4130 132 192 2.333 551 8 Ox 0 VIFx YSu fly_Trun Detail Table Trunk Type Htg (cfm) Clg (cfm) Vel (fpm) Diam (in) Rect Duct Size (in) Duct Material Trunk Name stl Peak AVF 411 357 524 12 0 x 0 VinlFlx Right -Suite Residentiaj- 5.0.64 RSR26016 2002-Feb-27 16:17:06 wr�ghtsoft Page 1 �(,� E:\Files\DR HORTON 2002\1917\1917.rsr DUCT TREE DIAGRAM Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 For: DR Horton External Static Pressure: Pressure Losses: Available Static Pressure: Friction Rate: Actual AVF: Total Effective Length (TEL): HEATING COOLING 0.20 in H2O 0.20 in H2O 0.06 in H2O 0.06 in H2O 0.14 in H2O 0.14 in H2O 0.519 in/100ft 0.519 in/100ft 1400 cfm 1400 cfm 27 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM m bath —101. wic —17. m bed —237. bed 3 —73. < —NO TRUNK laundry —57. < —NO TRUNK dining —260. < —NO TRUNK living —186. < —NO TRUNK family —171. < —NO TRUNK bed 2 —66. < —NO TRUNK bath —35. < —NO TRUNK kitchen —192. < —NO TRUNK RETURN TRUNKS AND BRANCHES 357. i� WPlghtSOfC Rlght-Suite Residential'" 5.0.64 RSR26016 2002-Feb-27 16:17:06 Page 1 14CG1 E:\Files\DR HORTON 2002\1917\1917.rsr RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 Prnradiwo A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18020 ft3 x 0.0167 = 241 cfm 2. Winter infiltration load 1.1 x 241 cfm x 32 °F Winter TD = 8474 Btuh 3. Winter infiltration HTM 8474 Btuh / 387 ft2 Total window = 21.9 Btuh/ft2 and door area Pme-arlura R - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18020 ft3 x 0.0167 = 120 cfm 2. Summer infiltration load 1.1 x 120 cfm x 18 °F Summer TD = 2383 Btuh 3. Summer infiltration HTM 2383 Btuh / 387 ft2 Total window = 6.2 Btuhlft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 31 gr/lb moist.diff. x 120 cfm = 2570 Btuh Procedure u - tquipment.)iz►ng Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 30051 Btuh Sum of ventilation and structure loads = 31041 Btuh Rating and temperature swing multiplier x 0.98 Egl_vpment sizing load - sensible = 30420 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 31 gr/lb moist.diff. = 1068 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2570 Btuh Equipment sizing load - latent = 4788 Btuh "Construction Quality is: a No. of Fireplaces is: 0 Sold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrIghtsoft Right -Suite Res,,!entialT" 5 0.64 RSR26016 2002-Feb-27 16:17:06 Page 1 AC& E:1FilestDR HORTON 20021191711917.rsr RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831.2665 For: DR Horton Notes: 1917 Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 IF Inside db 70 IF Design TD 32 IF Heating Summary Building heat loss 40173 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40173 Btuh Infiltration Method Simplified Construction quality Average Fireplaces He tin Co 1 917 Z Area 19lin 1$ Volumee (ft9) 18020 18020 Air Changes/hour 0.80 0.40 241 120 Equiv. AVF (cfm) Heating Equipment Summary Make Trane Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 IF 1400 cfm 0.035 cfm/Btuh Summer Design Conditions Outside db 93 IF Inside db 75 IF Design TD 18 OF M Daily range Relative humidity 50 % Moisture difference 31 gr/lb Sensible Cooling Equipment Load Sizing Structure 30051 Btuh Ventilation 990 Btuh Design temperature swing 3.0 IF Use mfg: data n Rate/swing multiplier 0.98 Total Sens. equip. load 30420 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1068 Btuh Infiltration Total latent equip. load 2570 Btuh 4788 Btuh Total equipment load 35208 Btuh Cooling Equipment Summary Make Trane Trade Efficiency Sensible cooling 10.2 EER 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1400 cfm Cooling air flow factor 0,047 cfm/Btuh Load sensible heat ratio 87 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 2002-Feb-27 16:17:06 ,t wng"tsoft Right -Suite Residential'" 5.0.64 RSR26016 Page 1 ACC,K E:\Files\DR HORTON 2002\1917\1917.rsr RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-631-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R bed 3 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 laundry dining a n w a c n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 19.0 0.0 a n s a c n 0 d 1 1 90 1.0 1.0 4.0 5.0 30.4 19.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 6.5 6.0 47.4 28.0 0.0 a n S a c n 0 n 1 1 90 1.0 1.0 7.0 7.0 46.4 7.0 0.0 m bath a n sw a c n 0 n 1 1 90 1.0 1.0 1.0 2.0 76.4 4.0 0.5 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 47.4 19.0 1.2 wic m bed a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 32.0 0.0 C n nw a c n 0 d 1 1 90 1.0 10.0 2.0 8.0 39.4 40.0 0.0 living c n ne a c n 0 d 1 1 90 1.0 11.0 2.0 8.0 39.4 48.0 0.0 family a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 C n se a- c n 0 d 1 1 90 1.0 5.0 1.0 7.0 47.4 20.0 15.0 bed 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 bath a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 39.4 10.0 O.0 ,1 wr�ghtsoft Right -Suite Residentiall- 5.0.64 RSR26016 2002-Feb16:17:06 Page 1 ACCK E:\Files\DR HORTON 2002\1917\1917.rsr kitchen a n se a c n 0 d 1 1 90 1.0 8.0 1.0 5.0 47.4 16.0 16.0 a n e a c n 0 d 1 1 90 1.0 2.0 1.0 6.0 54.4 23.0 2.4 wrightsoft Righl-Suite Residential— 5.0.64 RSR26016 2002-Feb-27 16:17:06 kbk E:\Files\DR HORTON 2002\1917\1917.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 J: 7th Ed. 1 Name of room Entire House bed 3 laundry dining j4MANUAL 2 Length of exposed wall 199.0 ft 26.0 ft 6.5 ft 21.5 ft 3 Room dimensions 15.0 x 11.0 ft 6.5 x 12.0 ft 15.5 x 15.0 ft Ceiings Condit. Option 9.4 ft heat/cool d 9.4 It heat/cool 9.4 ft 1heat/cool 9.4 fli hea/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (111 Htg I Clg (ft') Htg Clg (111) Htg I Clg (M Htg Clg 5 Gross a 146 4.6 2.1 1668 "" "" 103 "" "" 0 202 Exposed b 13C 0.0 1.2 202 "" "" 141 „" "" 61 "" "" 0 walls and c 12C 2.9 1.9 0 ( "" "" i 0 0 0 partitions d 0.0 0.0 0I 0 0 0 e 0.0 0.0 0 ,`+ .. , 0 .,. 0 .... •••. 0 f 0.0 0.0 0 .,.. ,.,. 0 0 6 Windows and a 1C 37.0 241 8907 «" 16 591 "" 0 0 "'" 73 2698 glass doors b 8C 37.0 0 0 :;:; 0 0 *... 0 0 ���� 0 0 0 0 Heating c 9C 38.7 103I 4132 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 01 0 ''"' 0 0 7 Windows and North 20.5 35 "" 720 0 "" "" 0 0 "" 0 0 0 0 "" 0 0 glass doors NE/NW 39.4 194 45 "" '•" I 7644 21561 16 oI "" I 630 0 0 0 "" 0 19.. 1034 Cooling E/W SE/SW 54.4 49.3 541 26761 0 0 0 '•" 0 28 ...� 1327 South 34.7 26 I 0 0 0 ""' 0 26 902 Horz 0.0 01 01 0 "'• 0 0 "" 0 0 "" 0 8 Other doors a 100 14.7 9.9 38 559 378 0 0 0 18 265 179 20 214 199 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1299 5986 2675 87 401 179 0 0 0 109 503 225 exposed b 13C 0.0 1.2 184 0 215 141 0 165 43 0 50 0 0 0 walls and c 12C 2.9 1.9 01 0 01 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 01 0 0 01 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1919 3254 4271 165 280 367 78 132 174 233 394 518 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 Oi 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 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 199 5158 0 26 674 0 7 168 0 22 557 0 0 0 (Note: room b 0.0 0.0 0 01 0 0 0 0 0 i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 001 001 is for dslab a 0.0 0.0 O I 0 01 0 0 0 0 0 0 0 floors) r 0.0 0.0 0 01 01 01 01 0 0 0 0 0 0 0 12 Infiltration a 21.9 r6.2 38- 8474 2383 16 350 99 18 394 111 93 2036 573 13 Subtotal loss=6+8..+11+12 "" 36521 "" "" 2296 "" "" 960 ....+;: 6483 *��� Less external heating "" 1 01 "" "" 1I 01 .... 0 0 .„ sfer �•+10`,� 14 Duct lossLess 3652I "" I 10°/d 230 "" 10°/ 96 ""' 10°/ 648 15 Total loss = 13+14 "" 40173 "" "" 2526 "" "" 1056 "" "" 7132 16 Int. gains: People @ 300 J "" •, 1500 18001 0 0 "" 0 0 0 1 "" 0 600 1 0 "" 300 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 "" ( 27319 ,,., 1440 .«. ,.,, ..." 1114 ,«. .... .... .... 5077 0 Less external cooling "" 0 ... .w.+ ..,. 0 .... ,,,, ,,,, 0 0 „„ ,,.. 0 18 Less transfer Duct gain 10'; "', 0 I 2732I '' 10°/a I "" 0 144 10°/ "" 111 10°/ .�. 508 19 Total RSH gain=(17+18)'PLF 1.00 I "` 300511 1.00 "" 1584 1.00 "" "" 1225 1.00 "" 249 5585 260 201 Air required (cfm) 1' " 14001 14001 88 74 37 57 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. Wr^sPage 1 j"t50'FC Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Feb 27 16:17:07 �� E:\Files\DR HORTON 2002\791 At917.rsr RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6205 Phone: 407-831-2665 J: 7th Ed. 1 j4MANUAL 2 Name of room Length of exposed wall m bath 22.0 ft wic 7.0 ft m bed 40.0 ft living 8.0 ft 3 Room dimensions 13 '_ x 11.0 ft 13.0 x 7.0 ft 15.0 x 13.0 ft 13.0 x 17.0 ft Ceiings Condit. Option 9.4 It heaVcool 9A ft heaVcool 9A ft heat/cool 9.4 ft heaVcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg I (ft) Htg Cig (ft') Htg Cig (ft') Htg Clg (ft� Htg Cig 5 Gross a 14B 4.6 2.1 21,7 "" ""' 66 •"' "" 376 "" "" 75 Exposed b 13C 0.0 1.2 •• ,,•, 0 , 0 •,•, ••,• 0 walls and c 12C 2.9 1.9 01 "" "" 0 "" "" 0 •"' "" 0 partitions d 0.0 0.0 C ::;; ( ;:;: 00 :::: :::: 0 ��;: 0 0 e 0.0 0.0 C 0 0 f 0.0 0.0 0 ,,.. ,.,. 0 ,.,, ,,,. o ,,,, ..,. 0 6 Windows and a 1 C 37.0 2 �d 850 •`•' 1 0 0 "" 32 1183 "" 0 0 glass doors b 8C 37.0 C 0 ::�� I 0 0 �y:: 0 400 0 15400 »�� 0 400 0 185 Heating 9C 3 ..,. d 0.0 v^I 01 "" 01 0! .•-• I 00 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 20.5 2 "" "" 39 0 0 "" 0 0 0 72 "•' ":: 0 2837 0y 48 ' 0 1891 glass doors NE/NW 39.4 0 0 Cooling EM 54.4 01 "" 01 01 "" 0 0 0 0 �.., 0 SE/SW 49.3 2! "': 111I I 0 0 0 0 0 South 34.7 0 "' I 0 0 0 0 "" 0 0 "" 0 Horz 0.0 01 01 0 1 0 0 0 0 "" 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 18 ; 847 378 66 303 135 304 1401 626 27 125 56 exposed b 13C 0.0 1.2 a 0 01 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 1 01 01 01 01 01 0 0 0 0 0 0 partitions d e 0.0 0.0 0.0 0.0 001 01 0 01 0 01 01 0 0 0 0 0 0 f 0.0 0.0 01 0 01 01 0 10 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 14 243 318 91 154 203 195 331 434 221 375 492 b 0.0 0.0 C 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 �d 01 01 0 0 0 0 0 0 0 0 0 d 0.0 0.0 e1 01 0l 0 01 01 0 0 0 0 0 0 e 0.0 0.0 u 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 a 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 22 570 0 7 181 0 40 1037 0 8 207 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter C 0.0 0.0 G 1 01 01 01 01 01 0 0 0 0 0 is dslab 0 0 0 0 0 0 0 for a 0.0 0.0 OI 01 01 01 0I 0 0 0 0 0 floors) f 0.0 0.0 0 1 0 01 01 0 0 0 12 Infiltration a 21.9 6.2 23 504 142 0 0 1 0 72 1577 443 48 1051 296 13 Subtotal loss=6+8..+11+12 '"' 3013 "" "" 639 "" "•' 7076 "" "" 3617 Less external heating "" 0 "" "" 1 01 :;:: :::: 0 „. �;:� 0 .... Less transfer "" 0 "" "" 0 0 14 Duct loss 10 ° J 301 I "" I 10 °/l 6401 "" 10 % 708 ,,,, 10°/ 362 .... 15 Total loss = 13+14 "" 3315 "•• ""1 7031"" "'• 7784 "" "" 3979 "" 16 int. gains: People @ 300 C ••" 0 0 "" 0 1 "" 300 3 "" 900 Appl. @ 1200 C I •,• I 01 01 , 1 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 "'• "" 1980 I 3388 ,.., �... ,.,, ,.,� 4640 .... �.,. .,.. 3635 0 Less external cooling "" "" ... 0 ���� ��y, 0 Less transfer ""` 10 `: "" 0 199 I 10 °/a .+„ I "" 0 34 ( 10 % "" 0 464 10°/ 363 18 19 Duct gain Total RSH gain=(17+18)'PLF 1.00 I "" 1 21881 1.00 1 "" 1 3721 1.00 "•' 5104 1.00 .,�� 3998 20 Air required (cfm) ""'1 1161 102 "" 24 17 '- 271 238 '"' 139 186 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. wr�ghtsofC Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Feb-27 16:17:07 ACC E:\Files\DR HORTON 2002\1917\1917.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1917 08.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407-831-2665 J: 7th Ed. 1 Name of room family bed 2 bath kitchen j4MANUAL 2 Length of exposed wall 38.0 ft 13.0 ft 5.0 ft 12.0 ft 3 Room dimensions 14.0 x 19.0 ft 12.0 x 13.0 ft 12.0 x 6.0 ft 13.0 x 23.0 ft Ceiings Condit. Option 9.4 fti heat/cool 9A ft heat/cool 9.4 fti heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft') Htg Clg (ft') Htg Clg (ft2) Htg Cig OF) Htg I CIg 5 Gross a 148 4.6 2.1 357 "" "" 122 "" "" 47 ""' "•' 113 Exposed b 13C 0.0 1.2 0 "" "" 0 "" "" 0 "" "" 0 walls and c 12C 2.9 1.9 01 "" "" I 0!! "" "" 0 "" "" 0 partitions d 0.0 0.0 OI :;:; :::: 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 32 1183 "" 1 16 591 "" 10 370 "'• 39 1441 glass doors b 8C 37.0 C( 01 _*_� 0 0 .... 0 0 "" 0 0 a., Heating c 9C 38.7 '" 20 774 0 0 0 0 0 0 d 0.0 01 01 "" 1 0 01 "" 1 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 20.5 15 306 0 "" 0 0 "" 0 18 '•" 375 glass doors NE/NW 39.4 32 "" 1261 16 "" 630 10 "" 394 0 •"' 0 Cooling E/W 54.4 01 "" 1 01 01 "" 1 01 0 0 21 1122 SEISSouth 230I ... .... 34.7 0I "" 0 "" I 0 0 "" 0 0 "" 0 Horz 0.0 01 "" 01 0 "" 1 0 0 "" 0 0 ""• 0 8 Other doors a 10D 14.7 9.9 0 0 01 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 305 1406 628 106 489 219 37 170 76 74 340 152 exposed b 13C 0.0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 01 01 01 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 O( 0 0 0 0I 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 01 01 01 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 266 451 592 156 265 347 72 122 160 299 507 666 b 0.0 0.0 OI OI 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 01 01 01 01 01 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 38 985 0 13 337 0 5 130 0 12 311 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 01 01 01 01 01 0 l 0 0 0 0 0 0 is fordslab a 0.0 0.0 0 0 0I 0I 0I 0 0 0 0 0 0 0 floors) If 0.0 0.0 01 01 0 01 01 0 0 0 0 0 0 0 12 Infiltration a 1 21.91 6.2 52 1139 320 16 350 99 10 219 62 39 854 240 13 Subtotal loss=6+8..+11+12 "•' 5938 •"'I "" 1 2033 "" '"" 1011 "" "" 3454 "" Less external heating •'•' 1 01 "" 1 "" 1 01 ... 1 0 0 ..„ 14 Less transfer Duct loss "'• 10 d I 594 1 "" 1 1 G %1 203 I "" 10 °/ 10� ,,,, 0 345 .... 15 Total loss = 13+14 "" 6532 "" 1 "" 2236 "" "" 1112 "" ��.10°/ 3799 16 Int. gains: People (d 300 1200 0 01 01 1 01 0 01 "" 0 1 01 0 0 "'• "" 0 0 0 1 "" •••• 0 1200 17 Appl. @ Subtot RSH gain=7+8..+12+16 """ "" 3345 1295 692 ��„ 3750 Less extemal cooling "" "" 0 ,, 0 ���� ,.,y .:.. 0 .... ,,,, „", o 0 18 Less transfer Duct gain "' 10 °/] "' 0 33401 10 %a I "" 0 1290 10 °/ ""' 0 69 10°/ '� 375 19 Total RSH gain=(17+18)•PLF 1.00 1 "" 1 36791 1.00 1 "" 14241 1.00 "" 761 1.00 4130 20 Air required (cfm) .-1 2281 171 "' 78 66 "" 39 35 '... 1 1321192 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wt's I Vvt50-FC Right -Suite Residential" 5.0.64 RSR26016 2002-Feb 27 16: ge AC& E:\Files\DR HORTON 2002\1917\1917.rsr Page 3 ' FAAIU'Room • q-4• aG. 14x8 wcd iS"-WIDE o ,•: AR TOP NOOK ' • BEDROOM) �} V 4" CLQ O-4• CLG. i, • ry 1 a• t 1R 1- H # -"r;' • '4xB i wcd e080 sm 14x14 rag zoo • • V� 4-OV KITCHEN .4`'%' 9F. BF. _ 9'-1 CLG 2- 9" W 1 WING R001t �+� 1 R 1 SH • I p 14 5 lwr dduct BDM R,� s ■! I ` CLG. __ , 7> 9' a a -' \, iDx10 to T _ f 5-SH 4 y_SH i 12- x I s t M31Tii LAVA: j nr 0] p 'TEv P. F3AVII rw?._ _-B-B 4"8 r l GLASS m FDYER /SHw -, ■ s" �11 5-SH �� a`� 9'-4' CLG. \ 24n 1`F.G w i _ 1 Dx10 to (-- � L: 11 4 L �� .Le �.9 Ai,ss�{,�3 �cii y U wl_T� L---J ■ ii DINIfir, CWH ' n�fTf PfJa 42X42 A/C SLAB a6 BY BLDR MIN ■, "Re 2' FROM WALL-sH A/C - PAD I 3 pfen TON W/10KW 0240V 1PH ::arm lay SQ.FT. CALC. S LIVING 1907 SQ. FT. GARAGE 433 SQ. FT. ENTRY 55 SQ. FT. LANAI 129 SQ. FT. TOTAL L_� 2524 SQ. FT. City of Sanford Certificate of Occupancy This is to certify that the building located at 140 Magnolia Park Trl for which permit number 06-1645 has heretofore been issued on March 27, 2006 and 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 New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: Capri Engineering 10/13/06 Engineering & Planning: G Hyatt 11 /09/06 Public Works: J Davis 11/08/06 Utilities: R Blake 11 /06/06 Fire Department: D R Horton Q)3'� Yv1 . 11/15/06 Property Owner Building Official e Date BP006UO2 CITY OF SANFORD Edit Narrative Application number, type 06 00001�45 NEW SINGLE FAMILY HOME Property address . . . . . . 140 MAGNOLIA PARK Type information, press Enter. CO Sign offs: E & P: GH 11 9 06 ew:ji) 11.ud.Ub Uti : RB 11.06.06 F3=Exit FS=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults 0 11/15/06 12:56:18 More... AM Code Administration, Plan review & Inspection Services CAPRI E N G I N E E R I N G October 13, 2006 City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 RE: Request for Certificate of Occupancy Magnolia Club Phase II: Lot 169 Permit #: P06-1645 Address: 140 Magnolia Park Trail To whom it may concern: Please consider this letter, our request for a Certificate of Occupancy for the above referenced property. This property has been inspected by CAPRI Engineering, under the "Alternative Plans Review and Inspections", as directed by Florida Statute §553.791. All required Florida Building Code inspections have been performed and approved as outlined in the attached Certificate of Completion. This Certificate of Completion is in compliance with the aforementioned statute, Section 10. If you have any further questions concerning this request for a Certificate of Occupancy, please do not hesitate to contact our office. Respectfully Submitted CAPRI Engineering, LLC Taililigo Leiataua Administrative Assistant Central Florida Division xl� CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 8 Orlando, Florida 32809 N (407) 855-1860 N (407) 855-1868 www.capriengineering.com MKA Code :administration, Plan Review & Inspection Services CAPRI E N G I N E E R I N G October 13, 2006 Mr. Dan Florian City of Sanford, Building Department 300 N Park Avenue Sanford, Florida 32771 Re: MAGNOLIA CLUB PHASE 11: LOT 169 PERMIT #: P06-1645 ADDRESS: 140 MAGNOLIA PARK TRAIL CERTIFICATE OF COMPLIANCE Dear Mr. Florian: In accordance with Florida Statute 553.791 section 10 pertaining to Private Provider Inspection Services, we herewith provide The City of Sanford Building Department with final disposition on the building components inspected under our authority. To the best of my knowledge and belief, the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and the applicable codes. Building Slab, 1s` Floor Lintel, Roof & Wall Sheathing, Dry -In, Framing v Building Insulation and Final Building. (Drywall Not Included) Electrical Rough Electrical, Final Electrical and Electric T.U.G, (Pre -Power Not Included) v Mechanical Rough Mechanical and Final Mechanical. 'v Plumbing Underground Plumbing, 2"d Rough Plumbing / Tub Set, Sewer and Final Plumbing Should you require any additional information, do not hesitate to call on us Respectfully submitted, CAPRI ENGINEERING, LLC L__ � Ll- Angel M opez Professional Engineer State of Florida: Professional Engineer Number: 0065179 CAPRI Engineering LLC 6925 Lake Ellenor Drive, Suite 200 0 Orlando, Florida 32809 N (407) 855-1860 0 (407) 855-1868 www.capriengineering.com eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ ® 6/9/2006 Slab Inspection APPROVED El El Floor Tie Beam / Lintel Lintel ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection El El Insulation Inspection Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 0 ❑ 6/7/2006 ❑ ❑ ® ❑ 6/9/2006 El El ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ 412632 - 6/9/2006 169 2361 A-R BN2522 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under y authority have been completed in conformance with the approved plans and applicable cod //-- Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=412632 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 421129 - 6/20/2006 169 2361 A-R BN2522 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing Underground ❑ ❑ Wall Sheathing ® ❑ 6/7/2006 Inspection/1st Rough 19 ❑ 6/9/2006 Slab Inspection Inspection 2nd Floor Rough In ❑ ® 6/20/2006 1st Floor Tie Beam / ❑ ❑ Inspection/Top Out Lintel APPROVED Inspection ❑ ❑ Dry In / Flashing ❑ 6/9/2006 Sewer Inspection Inspection ❑ ❑ Tub Set Inspection El ❑ Frame Inspection ❑ ❑ Final Plumbing Inspection ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ ❑ ❑ Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. Rough In Inspection Final Electrical Inspection Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined h rein and inspected unde y authority have been completed in conformance with the approved plans and applicable es: r Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=421129 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Tishya Luedtke Building Inspections Verified Performed Date Performed Inspection Performed 19 ❑ 7/7/2006 Roof Sheathing ❑ 8/17/2006 Wall Sheathing APPROVED ® ❑ 6/9/2006 Slab Inspection ® ❑ 6/20/2006 1st Floor Tie Beam / Lintel N ❑ 7/10/2006 Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 8/17/2006 Electric T.U.G. ❑ 8/17/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed ® ❑ 6/7/2006 ® ❑ 8/10/2006 ® ❑ 6/9/2006 ® ❑ 8/10/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ 8/10/2006 470130 - 8/17/2006 169 2361 A-R 0034163 BN2653 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined ein and inspected under my authority have been completed in conformance with the approved plans and applicable des: II AA Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=470130 9/7/2006 eCapri Q Pasco County Inspection Report Page I of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Wayne Vater Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 434736-7/7/2006 169 2361 A-R BN4546 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ® 7/7/2006 Roof Sheathing APPROVED to 7/7/2006 Wall Sheathing RE3ECTED 0 ❑ 6/9/2006 Slab Inspection ® ❑ 6/20/2006 1st Floor Tie Beam / Lintel El ❑ Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ El Insulation Inspection Inspection El ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. El ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection NOTES: wall sheathing not complete 0 ❑ 6/7/2006 ❑ ❑ ® ❑ 6/9/2006 ❑ ❑ 11 El Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under y authority have been completed in conformance with the approved plans and applicable c Signature of Private Provider or Duly Authorized Representative , http://www.ecapri.com/reports/pciRpt.aspx?orderID=434736 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Wayne Vater Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 436185 - 7/10/2006 169 2361 A-R 0034163 BN4546 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/7/2006 Roof Sheathing Underground ❑ ❑ Wall Sheathing ® ❑ 6/7/2006 Inspection/1st Rough 0 ❑ 6/9/2006 Slab Inspection Inspection 2nd Floor Rough In 0 ❑ 6/20/2006 1st Floor Tie Beam / ❑ ❑ Inspection/Top Out Lintel Inspection ❑ ® 7/10/2006 Dry In / Flashing ® ❑ 6/9/2006 Sewer Inspection Inspection APPROVED ❑ ❑ Tub Set Inspection ❑ ❑ Frame Inspection ❑ ❑ Final Plumbing Inspection ❑ ❑ Electrical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ ❑ ❑ Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. Rough In Inspection Final Electrical Inspection Mechanical Inspections Verified Performed Date Performed ❑ ❑ ❑ ❑ Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected Zrny authority have been completed in conformance with the approved plans and applicable co l _ Signature of Private Provider or Duly Authorized Representative ✓ _` http://www.ecapri.com/reports/pciRpt.aspx?orderID=436185 9/7/2006 eCapri Q Pasco County Inspection Report Page I of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Tishya Luedtke Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 470128 - 8/17/2006 169 2361 A-R 0034163 BN2653 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/7/2006 Roof Sheathing Underground 50 ❑ 8/17/2006 Wall Sheathing ❑ 6/7/2006 Inspection/1st Rough ® ❑ 6/9/2006 Slab Inspection Inspection 2nd Floor Rough In ® ❑ 6/20/2006 1st Floor Tie Beam / ® ❑ 8/10/2006 Inspection/Top Out Lintel Inspection 0 ❑ 7/10/2006 Dry In / Flashing ® ❑ 6/9/2006 Sewer Inspection Inspection � El 8/10/2006 Tub Set Inspection El ❑ Frame Inspection ❑ ❑ Final Plumbing Inspection ❑ ❑ Electrical Inspections Verified Performed Date Performed 8/17/2006 8/17/2006 Rough Insulation Inspection Final Building Inspection Inspection Performed Electric T.U.G. APPROVED Rough In Inspection Final Electrical Inspection Mechanical Inspections Verified Performed Date Performed 19 ❑ 8/10/2006 ❑ ❑ Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under y authority have been completed in conformance with the approved plans and applicable c Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=470128 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Tishya Luedtke Building Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 7/7/2006 Roof Sheathing ® ❑ 8/17/2006 Wall Sheathing 0 ❑ 6/9/2006 Slab Inspection ❑ 6/20/2006 1st Floor Tie Beam / Lintel ® ❑ 7/10/2006 Dry In / Flashing Inspection ❑ ❑ Frame Inspection El ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ 8/17/2006 Electric T.U.G. ❑ ® 8/17/2006 Rough In Inspection APPROVED ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed !d 6/7/2006 8/10/2006 ❑ 6/9/2006 ❑ 8/10/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ® ❑ 8/10/2006 El 11 470125 - 8/17/2006 169 2361 A-R 0034163 BN2653 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under mac authority have been completed in conformance with the approved plans and applicable c // 1 Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=470125 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Mark Grenier Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 476917 - 8/24/2006 169 2361 A-R 0034163 BN2522 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/7/2006 Roof Sheathing Underground • ❑ 8/17/2006 Wall Sheathing 0 ❑ 6/7/2006 Inspection/1st Rough 0 ❑ 6/9/2006 Slab Inspection Inspection 2nd Floor Rough In 0 El6/20/2006 1st Floor Tie Beam / 0 El 8/10/2006 Inspection/Top Out Lintel Inspection ® ❑ 7/10/2006 Dry In / Flashing ® ❑ 6/9/2006 Sewer Inspection Inspection ® El 8/10/2006 Tub Set Inspection ❑ 8/24/2006 Frame Inspection APPROVED ❑ ElFinal Plumbing Inspection ❑ 8/24/2006 Rough Insulation Mechanical Inspections Inspection Verified Performed Date Performed Inspection Performed ❑ ❑ Final Building Inspection ® ❑ 8/10/2006 Rough In Inspection Electrical Inspections ❑ ❑ Final Inspection Verified Performed Date Performed Inspection Performed to ❑ 8/17/2006 Electric T.U.G. S ❑ 8/17/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable s: Signature of Private Provider or Duly Authorized Representative , http://www.ecapri.corn/reports/pciRpt.aspx?orderID=476917 9/7/2006 eCapri Q Pasco County Inspection Report Page I of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Mark Grenier Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num Lic./Reg. Num 475838-8/24/2006 169 2361 A-R 0034163 BN2522 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ® ❑ 7/7/2006 Roof Sheathing Underground 19 ❑ 8/17/2006 Wall Sheathing 0 ❑ 6/7/2006 Inspection/1st Rough ® ❑ 6/9/2006 Slab Inspection Inspection 2nd Floor Rough In 0 ❑ 6/20/2006 1st Floor Tie Beam / ® El 8/10/2006 Inspection/Top Out Lintel Inspection ® ❑ 7/10/2006 Dry In / Flashing H ❑ 6/9/2006 Sewer Inspection Inspection 0 ❑ 8/10/2006 Tub Set Inspection El 8/24/2006 Frame Inspection ❑ ❑ Final Plumbing Inspection El® 8/24/2006 Rough Insulation Inspection APPROVED Mechanical Inspections ❑ ❑ Final Building Inspection Verified Performed Date Performed Inspection Performed Electrical Inspections N ❑ 8/10/2006 Rough In Inspection Verified Performed Date Performed Inspection Performed ❑ ❑ Final Inspection ® ❑ 8/17/2006 Electric T.U.G. N ❑ 8/17/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection I certify that the building components and site improvements outlined herein and inspected unc rr ny authority have been completed in conformance with the approved plans and applicable c 1 Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=475838 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/7/2006 Roof Sheathing ® ❑ 8/17/2006 Wall Sheathing 0 ❑ 6/9/2006 Slab Inspection ® ❑ 6/20/2006 1st Floor Tie Beam / Lintel 0 ❑ 7/10/2006 Dry In / Flashing Inspection 9 ❑ 8/24/2006 Frame Inspection ® ❑ 8/24/2006 Rough Insulation Inspection ® ❑ 10/13/2006 Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/17/2006 Electric T.U.G. ❑ 8/17/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed o+ ■ 6/7/2006 8/10/2006 9 ❑ 6/9/2006 0 ❑ 8/10/2006 ® ❑ 10/12/2006 Mechanical Inspections 513788 - 10/13/2006 169 2361 A-R PE34163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Verified Performed Date Performed Inspection Performed 0 ❑ 8/10/2006 Rough In Inspection 0 ® 10/12/200610/13/2006 Final Inspection APPROVED I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable co / Signature of Private Provider or Duly Authorized Representative �--� http://ecapri.com/reports/pciRpt.aspx?orderID=513788 10/13/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/7/2006 Roof Sheathing 0 ❑ 8/17/2006 Wall Sheathing 21 ❑ 6/9/2006 Slab Inspection ® ❑ 6/20/2006 1st Floor Tie Beam / Lintel ® ❑ 7/10/2006 Dry In / Flashing Inspection 21 ❑ 8/24/2006 Frame Inspection ® ❑ 8/24/2006 Rough Insulation Inspection ® ❑ 10/13/2006 Final Building Inspection Electrical Inspections Verged Performed Date Performed Inspection Performed ® ❑ 8/17/2006 Electric T.U.G. ® ❑ 8/17/2006 Rough In Inspection ❑ ® 10/13/2006 Final Electrical Inspection APPROVED Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed ® ❑ 6/7/2006 ® ❑ 8/10/2006 0 ❑ 6/9/2006 0 ❑ 8/10/2006 ® ❑ 10/12/2006 Mechanical Inspections Verified Performed Date Performed El ❑ 8/10/2006 Z ❑ 10/13/2006 513786 - 10/13/2006 169 2361 A-R PE34163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlin l and inspected uncle / y authority have been completed in conformance with the approved plans and applicabl codes: Signature of Private Provider or Duly Authorized Representative http://ecapri.com/reports/pciRpt.aspx?orderID=513786 10/13/2006 eCapri Q Pasco County Inspection Report Page I of I PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/7/2006 Roof Sheathing • ❑ 8/17/2006 Wall Sheathing • ❑ 6/9/2006 Slab Inspection • ❑ 6/20/2006 1st Floor Tie Beam / Lintel ® ❑ 7/10/2006 Dry In / Flashing Inspection 0 ❑ 8/24/2006 Frame Inspection ® ❑ 8/24/2006 Rough Insulation Inspection ❑ 10/13/2006 Final Building Inspection APPROVED Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/17/2006 Electric T.U.G. ® ❑ 8/17/2006 Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed ® ❑ 6/7/2006 ® ❑ 8/10/2006 9 ❑ 6/9/2006 ® ❑ 8/10/2006 ® ❑ 10/12/2006 Mechanical Inspections Verified Performed Date Performed ❑ 8/10/2006 ❑ 10/12/2006 513784-10/13/2006 169 2361 A-R PE34163 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected and my authority have been completed in conformance with the approved plans and applicable co r Signature of Private Provider or Duly Authorized Representative http://ecapri.com/reports/pciRpt.aspx?orderID=513784 10/13/2006 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB NO. 1660-0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name D.R. HORTON Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 140 MAGNOLIA PARK TRAIL City SANFORD State FL ZIP Code32773 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 169, MAGNOLIA PARK A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq It a) Square footage of attached garage 380+/- sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N/A walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9 b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO045 E 4/17/95 4/17/95 X N/A 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) 611. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Oyes ®No Designation DateN/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. 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. Elevations -Zones Ai-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized SEMINOLE COUNTY Vertical Datum NGVD'29 Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 45.2 ® feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) NN/A. ❑ feet ❑ meters (Puerto Rico only) 44.fj ® feet ❑ meters (Puerto Rico only) AA& ® feet ❑ meters (Puerto Rico only) 42.2 ® feet ❑ meters (Puerto Rico only) 44.4 ® feet ❑ meters (Puerto Rico only) 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 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 toot. ® Check here if comments are provided on back of form. Certifier's Name: JAMES JAY JILES t-_ License Number: 4997 r T„ Title: PROFESSIONAL SURVEYOR & MAPPER Company Name: AMERICAN SURVEYING & MAPPING, INC. Address 1030 N. ORLANDO AVENUE, STE. B City WINTER PARK State FL ZIP Code 32789 Signature ,� Date 9/22/06 Telephone (407) 426-7979 !-c��i ice✓ FEMA Foiift 81-31 eebfuaff 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 140 MAGNOLIA PARK TRAIL City SANFORD StateFLZIP Code 32773 Companv NAIC Number 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 DATUM; MACHINERY DESCRIBED IN C2-E IS AN A/C UNIT Signature 1/) V Date 9/22/06 SECT19114 E - Bl"lpd ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A. B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El, Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodpiain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if. attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodpiain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -Issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued I G6. 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: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions -6 Building Photographs See Instructions for Item A6. Forinsurance Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number ZIP Code a If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 169, 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). LOT 152 FOR THE BENEFIT AND EXCLUSIVE USE OF: DHI TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK DHI MORTGAGE COMPANY, INC. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 09-21-06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. I BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHEASTERLY LINE OF LOT 169 AS BEING S6325'00"E PER PLAT. (FIELD DATE:) 04-22-06 SCALE: 1" s 30 FEET APPROVED BY: SJ JOB NO. ASM52636 DRAWN BY: FOUNDATION FINAL 09-21-D6/MH ',PT PLAN 02/27/05 MDF LEGEND • — • — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION A/C AIR CONDITIONER = CONCRETE C CHORD LENGTH C.B. CHORD BEARING CBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE CP CONCRETE PAD C/W COONNCRETTEE WALK F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPL FLORIDA POWER AND LIGHT ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR (M) MEASURED OHU OVERHEAD UTILITY LINE 1"=30' I GR PHIC SCE 0 15 30 PC NOID(09121 06)D QFND NAIL AND DISC ° LS #4671 (09-21-06) o FND 1 2' IRON ROD AND CAP LB pB 93 (09-21-06) A DENOTES DELTA ANGLE (P) PER PLAT PC DENOTES POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PPNE PRIVATE PERTUAL NON-EXCLUSIVE PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT DENOTES POINT OF TANGENCY R RADIUS RP RADIUS POINT S/W SIDEWALK TYP TYPICAL UP UTUTY PAD THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 "o' �j� FOR 6/Z�/�� FTHE IRM JAMES AY JILES PSM #4997 DATE eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Building Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing ❑ ❑ Wall Sheathing ❑ ❑ Slab Inspection ❑ El Floor Tie Beam / Lintel Lintel El El In / Flashing Inspection Inspection ❑ ❑ Frame Inspection ❑ El Insulation Inspection Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections Verified Performed Date Performed 6/7/2006 ❑ ❑ El 11 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ ❑ 1:1 El 410012 - 6/7/2006 169 2361 A-R BN2522 Inspection Performed Underground Inspection/1st Rough Inspection APPROVED 2nd Floor Rough In Inspection/Top Out Inspection Sewer Inspection Tub Set Inspection Final Plumbing Inspection Inspection Performed Rough In Inspection Final Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable code Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=410012 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Mark Grenier Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: 412636 - 6/9/2006 169 2361 A-R BN2522 Building Inspections Plumbing Inspections Verified Performed Date Performed Inspection Performed Verified Performed Date Performed Inspection Performed ❑ ❑ Roof Sheathing Underground ❑ ❑ Wall Sheathing 0 ❑ 6/7/2006 Inspection/1st Rough 1 ❑ 6/9/2006 Slab Inspection Inspection 2nd Floor Rough In ❑ ElLintel 1st Floor Tie Beam / ❑ ❑ Inspection/Top Out Inspection ❑ ❑ Dry In / Flashing Inspection ❑ 6/9/2006 Sewer Inspection APPROVED ❑ ❑ Frame Inspection ❑ ❑ Tub Set Inspection ❑ ❑ Rough Insulation ❑ ❑ Final Plumbing Inspection Inspection Mechanical Inspections El ❑ Final Building Inspection Verified Performed Date Performed Inspection Performed Electrical Inspections ❑ El Rough In Inspection Verified Performed Date Performed Inspection Performed ❑ El Final Inspection El ❑ Electric T.U.G. ❑ ❑ Rough In Inspection ❑ ❑ Final Electrical Inspection I certify that the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and applicable codes: Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=412636 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name: Building Inspections Verified Performed Date Performed 0 ❑ 7/7/2006 ❑ ❑ ® ❑ 6/9/2006 0 ❑ 6/20/2006 ® ❑ 7/10/2006 Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Wayne Vater Inspection Performed Roof Sheathing Wall Sheathing Slab Inspection 1st Floor Tie Beam / Lintel Dry In / Flashing Inspection ❑ ❑ Frame Inspection ❑ ❑ Rough Insulation Inspection ❑ ❑ Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ❑ ❑ Electric T.U.G. ❑ ® 8/10/2006 Rough In Inspection REJECTED ❑ ❑ Final Electrical Inspection NOTES: electrical rough not ready for inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num Lic./Reg. Num Plumbing Inspections Verified Performed Date Performed 19 ❑ 1■�01 6/7/2006 8/10/2006 9 ❑ 6/9/2006 ❑ to 8/10/2006 ❑ ❑ Mechanical Inspections Verified Performed Date Performed ❑ 8/10/2006 464193 - 8/10/2006 169 2361 A-R 0034163 BN4546 Inspection Performed Underground Inspection/1st Rough Inspection 2nd Floor Rough In Inspection/Top Out Inspection APPROVED Sewer Inspection Tub Set Inspection APPROVED Final Plumbing Inspection Inspection Performed Rough In Inspection APPROVED Final Inspection I certify that the building components and site improvements outlined herein and inspected under y authority have been completed in conformance with the approved plans and applicable �!� Signature of Private Provider or Duly Authorized Representative http://www.ecapri.com/reports/pciRpt.aspx?orderID=464193 9/7/2006 eCapri Q Pasco County Inspection Report Page 1 of 1 PRIVATE PROVIDER INSPECTION REPORT Project: Building Permit Number: Slab Permit Number: Block: Building Address: Private Provider Firm: Private Provider Name: Duly Authorized Rep's Name Magnolia Club / Phase II 06-1645 140 Magnolia Park Trail CAPRI Engineering, LLC. Gary Elzweig Luis Colon Building Inspections Verified Performed Date Performed Inspection Performed ® ❑ 7/7/2006 Roof Sheathing 0 ❑ 8/17/2006 Wall Sheathing 1 ❑ 6/9/2006 Slab Inspection 0 ❑ 6/20/2006 1st Floor Tie Beam / Lintel 19 ❑ 7/10/2006 Dry In / Flashing Inspection 0 ❑ 8/24/2006 Frame Inspection ® ❑ 8/24/2006 Rough Insulation Inspection ® ❑ 10/13/2006 Final Building Inspection Electrical Inspections Verified Performed Date Performed Inspection Performed ® ❑ 8/17/2006 Electric T.U.G. • ❑ 8/17/2006 Rough In Inspection ® ❑ 10/13/2006 Final Electrical Inspection Order #: Roof Permit Number: Gas Permit Number: Lot: Parcel Number: Lic./Reg. Num: Lic./Reg. Num: Plumbing Inspections 513787 - 10/13/2006 169 2361 A-R PE34163 Verified Performed Date Performed Inspection Performed Underground 0 ❑ 6/7/2006 Inspection/1st Rough Inspection 2nd Floor Rough ® ❑ 8/10/2006 In Inspection/Top Out Inspection • ❑ 6/9/2006 Sewer Inspection • ❑ 8/10/2006 Tub Set Inspection Final Plumbing ® 10/12/200610/13/2006 Inspection APPROVED Mechanical Inspections Verified Performed Date Performed Inspection Performed 0 ❑ 8/10/2006 Rough In Inspection ® ❑ 10/13/2006 Final Inspection I certify that the building components and site improvements outlin ein and inspected ur ei my authority have been completed in conformance with the approved plans and applicabl codes: �� Signature of Private Provider or Duly Authorized Representative http://ecapri.com/reports/pciRpt.aspx?orderID=513 787 10/13/2006