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228 Clydesdale Cir - BR04-0000052 - SFRPERMIT ADDRESS CONTRACTOR AlkV SUBDIVISION ADDRESS D R Horton 6250 HaM ine Nat'l Dr #102 = Orlando, FL 32822 407)857-9101 ..._._._._ CBC 055300 PHONE NUMBER PROPERTY OWNER v ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # ow aw DATE PERMIT DESCRIPTION 4 SL PERMIT VALUATION "OTITIUS 01 SQUARE FOOTAGE k74 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 228 CLYDESDALE CIR for which permit 04-00000052 has heretofore been issued on 11/12/03 h'as 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 rkw) it-l(4c_ complies with all the building, plumbing, electri al, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In 3 -OS A Meter Set Reclaimed Water APPROVAL FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage 3.a4 \Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 3-3 c'Li Lights Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE Driveway FEES PAID DATE APPROVAL DATE AMOUNT 12/15/03 1/22/04 11/12/03 1/21/04 12/04/03 11/12/03 11/12/03 11/12/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at for 228 CLYDESDALE.CIR which permit 04-0000005issued on 11/12 03 2 has heretofore been has been completed according to plans and specifications filed in the officeoftheBuildingOfficialpriortotheissuanceofsaidbildingpermit, to wit as the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01- OPEN SPACE 01- POLICE IMPACT - RESID 01- RADON GAS TAX FEE 01- ROAD IMPACT FEES 01- RECOVERY FD/CERT. PGM. 01- SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/ 12/03 11/ 12/03 11/ 12/03 11/ 12/03 11/ 12/03 11/ 12/03 11/ 12/03 11/ 12/03 279. 61 91. 93 11. 32 847. 00 11. 32 1384. 00 650. 00 1700. 00 OWNER aUILDING OFFICIAL / DAtTE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE: 03/24/04 PERMIT #: 04-52 ADDRESS: 228 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON PRONE #: TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the, C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. L '3lZ41o¢ ngineering V swcs7 "ElFire N/A Public Works El Zoning N/A Utilities o Licensing N/A CONDITIONS: (TO BE COMPLETED ONLYIF APPROVAL IS CONDITIONAL) Zgz.J 231 j 7 J ! CERTIFCATE OF OCCUPANCYPAC ]L REQUEST FOR FINAL INSPEC'I SINGLE FAMILY RESIDENCE* DATE: 03/24/04 PERMIT #: 04-52 228 CLYDESDALE CIRCLADDRESS: BAKERS CROSSING 0 a co CL CONTRACTOR: =D R HORTON '' ' ' `' 0 0 ' e Q._ PRONE #: TONi 407-321-2797 " The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the-C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering M Fire N/A Public Works % Zoning N/A tilities` [Licensing, N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 03/24/04 PERMIT #: 04-52 ADDRESS: 228 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: x TOM 407-321-2797 The building division has prepared a Certificate.;of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O: or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works :Zoning Utilities CI Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 5-06-203 7 : 09AM RQM wcra'r... ,I .. It,rr,v.>.-'v'•.r;•,, CrTV OF SANFOitD PERMIT APPLICATION Permit y : 70 Job Address: pcscrtption of Work Historic District, Zoning:Value of Work: S Fire Spnnkler/Alarm Pool _ Permit Type Building Elcurrical Mechanical Plumbing _ r Temporary Po;eBleefrlcY1• New Service - N of AMPS 5(]. ZU77 Change of Service _-___ Addition/Alteration b keyuired) Mechanical: Residential Non•Residcntial Replacement Now(Duct Layout &Energy Calc: Plumbing/ New Commercial: a of Fixtures ot, Water & Sewer Lincs tt of G'as lines— _ Plumbing/New Residentlal: # oh Water Closets._ Plumbing Repair- Residential or Comrncrcial ^ OccupAn'cy Type: Residential Commercial Industrial Total Square F'outa> e: --- r—_— Flood Zooe: (FE,`iA form requlrud fcr othar t an Li Con'srructlon Type; iv of Storiw ti of Dwelling Units:._ Attach Proof of Ownership S Lcgtil'Dtacrlpuon) Parcel a': 0lCIrIL l VC( Name & Addnsa: OwncraPhnne. Contraccor. Namc &Addres.,: I k eL f L I - t _. Z state LivenccN7w['her- A2- Yhonc & F+z: - .3 Contact Person. _111 1 aonding Company: vtorteaLe Lender: ...._.. ... ._ ArchilvcVEnginetr'. Phone. — Fax: at no (nk or in;1,3113DOn ha, corm ne(%Cd Application is hereby mode to obtain a permit to do the worksnd undardst 'n o Islawsreed- 1i ce Iamsfy twc on in h s Junsdlcbun. l unomuinc tthh u(• sc parn'+ issuance of apermit and that all work will be perf o t permit most be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HLATERS, TANKS, and AIR CONDITIONERS, ctc, CQWNEB' 4 AFFIDAVIT: I eeflily that all of theforegoing information is accurate and that all work will bt done in comp) anet µids all applicable laµs r. gvlrnng YOUal' Imo" construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC2 OF COMMENOUR LENDER LTINOK), TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAN FINANCING, CONSULT WITH ATTORNEY BEFORE RN:CORDNO YOUR NOTICEOF COMMENCEMENT. N 1 In addition the requirements of thiF permit. Ihert may he additional restrictions applicable to this proparry Jul may be fovno in Inc public rc.onis of this county, and there rroy be addicionai permits requital fmm other govemmcnul rnnnes such AS — managenunt dismets, Sate agrncle s. or icdernl xz.rnc.ci Acecptancc of permit is vcrirlcution than I will notify,thc owner of the property of the requlremcn S of s loe a Lten L.3-, F` 713. -- Date Sipn,[Urt of COntnclnriAErnt Dat< Signgtury of Owncr/Agent . "' PCan h"a410 ri Lnl•SN' f Print Owner/Ag<nt' s Name Du c Tip 3* turc of Nuiary•$tal,•. of Flonda Hate .CiGnnture of ai Sts[c n; F!oriu -- PCI iunanv Knnivn ru 1c ur t,:wnnctnNA.cnI I.,l,rnn„,ly Knoµ'n w ,M, Produca6 II) -- A(PI. IQ- AI' 1O\ AI'I'KOVfa) livIlldg: iluillhl b:' ihW) (Imlial D( c). Marie A Z r ett emoye a00°RYPUB 'zCommission9DD221380 Expires: Jul 15, 2007 9T• iF... •'e; Bonded Th- ofFt•0 I IAtlanticBondingCo., Inc. r CiTY'>DT SAAtFORD PE RIYIEf' "Pt .'ICA'1710-sl C'„':!' r,Fj*,'2jr.. 1{h S se ' l i t rA 6 9- Perinit # . _ Job Addres l r Description ni Worls- Historic District: Zoning: value of Work: 5 Permit Type: Building Electrical Meehanisal Plumbing fire Sprinkler/Alum Fogl Electrical: New Service — #' of,YIPS Addition/Alteration Change of Se-, vice Tern; ratty Pule .__... Mechanical! Residential e""' Non -Residential Replacement New (Duct Layout L Energy Cali: ResltfPttedq Plumbing/ New Commercial: # of Fixtures #,t of Water & Sewer Lines Altof Gas Lines Plumbing/ New Residential' I of WWrr Closets Plumbing: Repair— Residential or CoartrrticrcigY Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: #t of Dwelling Units: Flood Zone: (FEMA forms regtrrred: R)r c<<lie cfilra x) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: _ Contractor Name &'Address: 1A ('( 111IF11RT+'RC'R '" ..v' rnilit Maie License cumber`.+>w+ (•'te a Phone & Fax: TAKE. tTT,i'1RiLrAx#c i i11 In4A' .,qj PRiifrY! Bonding Company: Address. Nlortgage Lender: Address: ArciiitecUEngineer: Phone: - Address: `... - Fa-x: 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 contn,lericed prior it, die issuance of a per, nit and that all work will b: pero- to nee! 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 donto corrplia3 with all"$ppiicalylt 1."<v:; , c) tJ.:t g constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO PECORD A NOTICE OF COMM CE]VIENT t IiESUL'E' )741 1 kil:nL 1 i° TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN HNANCING, ONSULT VJ YOUR LENI)EK GIZ AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i NOTICE: In addition to the requirements of this permit, there may be additional restrict' s applia to this pe, that may be tots In, e' public' records of re may be additional permits required from other governmental a sties such water get , t districts, star this county, and thegene` ; ,ii' fa,dei a•P'agerPies. Acceptance of permit is verification that I tell notify the owner of the property 'the re trernents and ien LAW- JAN 1 6 2004 Signature of Owner/ Agent Date ignature of Concactor/Agent Date, ROBERT G. DELLO RUSSO Print Owner%Agent' s Name Pint Contractor Agent's Na'rpe I nSignature of Notary - State of Florida Owner/Agent is, Personal]_ Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Date Signature of No_rv-State of Coniractor/Ace-.: is Produce,- Zoning Initial & Date) Personal v Known to Me or to FD: Initial K Date) ( inrtial c Dail' l iCiS! ( Jnditions7 t4'e`COMMiSSIT, i 41DD 212893 EXPIRES: June K 2007 Bonded Thru Notary Public Underwriters 10-03-203 9:52AM FROM P.1 Permit # . fob Address: CITY OF SANI ORD PERMIT APPLICATION DAtc: I I _ ` i o3 _ Description of Work: Historic District: Zoning: 'Value of Work; S ellw Voracqq Permit Type: Building Electrical - Meohttnica] Plumbing Fire SprinklerlAlarm Pool Electrical: New Service -# of ANiPS Addidon/Altemtion Change Of Service Temporary Pole Mechanical: Residential Non-Residendal Replacement New (Duct Layout & arrgy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water &Sewer Lincg # of Gas Lines Plumbing/New Residential! # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otUcc than)) Parcel d: Bonding Company: Attach Proof of Ownership & Lecal Desc Phone: 61g License Number: iv r 2Z—I—v' Phone: Address: Mortgage Lender: Address; _ Arch;teCtlEngincer: 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 ro theissuanceofapermitandthatallworkwillbeperformedtoMottstandardsofalllawsregulatingconstntctioninthisjurisdiction, I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. WN 'S AFFIDAVIT; I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahlc lawn rc.gulaongconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYIN(-, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OK ANATTORNEYBEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT, N-QTK_E: in addition to the requirements ofthis 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 ontitics such as water management districts, state agencies, or federal agcncics. ACecptancc of permit is Yerifteation titnt I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, Signature: of Owner/ARenr Date Sicnaturc ofContractor/Agent Date Print Owner/Agent's 14or; PrintZCr/Agent'sNamc Signature of Notary -State of I•lorida Date S1SnottirC taryStatc of Flur ate r'• rsr Bonny G Logan Owner/ Agent is ---Personal! Known to Me or / My Commission DD201 i51 YContractor/Agent is _1ZPursonally Known to Me *C p ProducedIU „ _ Produced ID or r1 Expires May 17 2007 APPLICATION APPROVED BY: Bldg: ` Zoning: Utilities: FD: Initial & Date) ((nitial & Date) (Initial Bt Date) ((nitial tic Date) Special Conditions: FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTFICATE Important: Read the instructions on pages 1- 7. SECTION A -. PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 228 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 70, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Abcessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940045 E 1 4/17195 4/17/95 A 24.6 1310. Indicate the source ofthe Base Float Elevation (BFE) data orbase flood depth entered in E39. FIS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: E NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* E Finished Construction A new Elevation Certificate will be required when construction of the building is complete, C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, AR/AO Complete Items C3.-a4 below according tothe building diagram specified in Item C2. State the datum used. If the datum isdifferentfrom the datum used forthe BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conve(sion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or endosure) 29. 5 ft.(m) ca o b) Top of next higher floc NIA. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) 16o0 o d) Attached garage (topof slab) 29. 1 ft.(m) E g o e) Lowest elevation of machinery and/orequipment LU servicing the building (Describe in a Comments area) 29.0 ft.(m) E C , o 0 Lowest adjacent (finished) grade (LAG) 28.7ft.(m) m o g) Highest adjacent (finished) grade (HAG) 29. 2 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 i TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTHs*vATE.1 AA ORLANDO FL 32803 SIGNATURE'DATE TELEPHONEM) 3/10I04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Porwy Number 228 CLYDESDALE COURT CITY SYtiTE ` "' ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZoneAO and ZoneA (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use assupporting informationfor a LOMAor LOMR-F, Section C must be completed. El. Building Diagram Number_(Select the building diagram most similar tothe building for which this certificate is being completed — see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement orenclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6S with openings (seepage 7), the next higher floor or elevated floor (elevation b)ofthe building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicinq the building is Urn) in.(cm) above or F ] below (check one) the hiahest adiacent arade. (Use . natural grade, If available). E5. ForZoneAO only: If noflood depth number is available, is the top of thebottom floor elevated in accordance with theoommunity's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES 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 orordinance to administerthe communitys floodplain management ordinance can complete Sections A, B, C (orE), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law to certify elevation information. (Indicate the sourceand date ofthe elevation data in the Comments area below.) G2. A community official completed Section Efor a building located in Zone A (without a FEMA4ssued orcommunity4ssued BFE) or ZoneAO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER PERMIT ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions ISSUED J PLAT 6F'SURVEY DESCRIPTION: (AS FURNISHED) LOT 70, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE NOTE: EXCLUSIVE USE OF: THE FINISHED FLOOR ELEVATION OF THIS D.R.H. TITLE COMPANY of FLORIDA INC. STRUCTURE MEETS OR EXCEEDS THE FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA THE REQUIREMENTS SET FORTH IN THE CH MORTGAGE COMPANY, I , LTD. CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 58 LOT 57 LOT 56 5.92' f 54.76' S80'13'3 1 „ I ' 389.36'15"E 5 ENVIRONMENT I 2g6E AL CONTROL EASEMENT LOT 70 - ry i GRAPHIC SCALE I 9.C-1 lb. co ry$h 0 15 30 7.5' 40.0' 12.5' 1 LfJ I WIW LOT 71 : 4 CONOCRETETORYBLLOCK 1 I o LOT 69 NN RESIDENCE FINISH FLOOR o ELEVATION=29.65 o o l zIo i. Q N O O O ui vinoxa i N 0 Z z o '- 1D A=9'46'27" i N R= 75.00'. COVERED ENTRY i L=12. 79' 5.D o 7.5' 13.7' O v 21.3' C.B=N84*43'01-"W CONCRETE' 1 WALK ISEASEAf NN I 1 r- 16.0— WALK IS 79 1.0' OFF 48 wP29.23, O N89'36''15"W WALK IS -„all o1.3' OFF. cvl.ri 18,43 Nlg•gg'48"W- olaofNI222. 4I' PC -- - —- —- A=9.46'27" N89'36,15 WR=100.00' PT 196.0T V PC L-17.06' CENTERLINE OF C8 0443'OI"E- RIGHT-OF-WAY CLYDESDALE CIRCLE NOTE: TRACT "A„ 1. ALL DIRECTIONS AND DISTANCES HAVE 50' RIGHT OF WAY BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 03-9-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN.. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 70 AS BEING NOO.42'26"E PER PLAT. FIELD DATE:) 12-5-03 REVISED: SCALE: 1„ = 30 FEET APPROVED BY: SJ ASM42637 FINAL 3-9-04 CKB JOB N0. FOUNDATION 1-8-04 CKB DRAWN BY: PLOT PLAN 09/18/03 SDO LEGEND O T NAIL AND DISC BER6393 (03/09/04) BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC RIGHT OF WAY LINE LB #4671 (03/09/04) 4 EXISTING ELEVATION SET 1/2" IRON ROD AND CAPOLB #6393 (03/09/04) OCONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS 6 DENOTES DELTA ANGLE LS LAND SURVEYOR - L DENOTES ARC LENGTH FIRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK - A/C AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBQ6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORT BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA Ii1N1II1;1_` 1111 M M R. MU$CATELLO JR. PSM#4928 DA NG OWNER'S NAME s O.M.B. No. 3067-0077 Expires December 31, 200° For Insurance Company Use: Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number i aa` Xxxx CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 70, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential; Addition, Accessory; etc. Use a,Comments area,'ff necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION , B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82" COUNTY NAME B3. STATE i SEMINOLE COUNTY 120289 SEMINOLE FLORIDA tii FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages I w 7. SECTION A • PROPERTY OWNER INFORMATION B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 88. FLOODZONE(S) Zone AO, use depth offlooding) 1202890045 E 4117r95 4/17/95 A- 24.6 1310. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 I 0 NAVD 1988 0 Other (Describe): B12. Is the building located in a Coastal Barrier Resources Svstem (CBRS) area or Otherwise Protected Area (OPA)? F-1 Yes M No Desianation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. BuildingDiagram Number1 Select the building diagram most similarto the building forwhich this certificate is being completed - see es 6 and 7. If no diagrama9 ( 9 a9 9 9 p P J a9. accurately represents the building, provide a sketch or photograph.) , C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, AR/AO . Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ ConverslonlComments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or endosure) : 28. 9 ft.(m) o b) Top of next higher floor N/A. ft.(m) U) o c) Bottom of lowest horizontal structural member (V zonesonly) N/A. ft.(m) o ,o o d) Attached garage (top of slab) N/A. _ft.(m) 1 o e) Lowest elevation ofmachinery and/orequipment W `6 servicing the building (Describe in a Comments area) N/A. _ft.(m) o f) Lowest adjacent (finished) grade (LAG) N/A. ft"(m) z' C o g) Highest adjacent (finished) grade (HAG) N/A" ft"(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3"h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 M TITLE: PROFESSIONAL LAND SURVEYOR &MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. a ADDRESS', CITY STATE ZIP CODE E 0 320 E. SOUT ST E , TE.1 ORLANDO FIL 32803 SIGNATURE " DATE TELEPHONE r 10/17/03 (407) 42K979 FEMA Form 81-31, January 2003 See reverse side"for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. XXXX CLYDESDALE COURT For Insurance Company Use: Policy Number CITY STATE ZIP CODE Company NAIC.Number SANFORD FL I SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) a Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. I COMMENTS ' ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; I MACHINERY DESCRIBED IN C3 E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevaton Certificate is intended for use as supporting information for a LOMA orLOMR-F, Section C must be completed. . E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7.. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8with openings (see page 7), the next higherfloor orelevated floor (elevation b) of the. building is :_ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top ofthe platform of machinery and/orequipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: Ifno flood depth number is available, is the top of the bottom floor elevated in accordance with the community'sfloodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3,h and C3.i only), and E for Zone A (without a FEMA4ssued orcommunity - issued BFE) orZoneAO must sign here. The statements in Sections A, B, C, and E are correct to the bestofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE i COMMENTS Check here if attachments j SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state orlocal law tocertify elevation information. (Indicate the source and dateof the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments IFEMA Form 81-31., January 2003 Replaces all previous editions PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 70, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 70 CONTAINS 6734 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 598 SO. FT. t TOTAL SOD 3956 SO. FT. t BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 58 LOT 57 LOT 56I 54.76' Sao .13'31,rE 5.9 r S-ENViRONMENigL 89'36 15"E LOT 70 I DRAINAGE TYPE A N GRAPHIC SCALE I 0 15 30 1 ATIO 7.5 I 40.00' 12.5' I i z IW LL1 40.00' I NI LOT 71 n N i 00 PROPOSED LOT 69MODEL1732NNIFINISHEDFLOORt 'op ELEVATION= 28.9 I Z 0. CVI55.00' iui p I A/C i zzi0Z o'- 1Q A=9'46'27" n R= 75.00' COVERED jobR- I i L=12. 79' 7.5' 13.67 a " < 21.33' CB=N84'43'O1"W DRIVE,' N 12.5' I ii r N II IO MI'TY - ------r- EASE NT 79-49,481r ' e I 29. 23' W 1Q I 89'36 5"W P NTETOSED a;o 1 8.43' nipnipN79V _ '- rI 5-24I4I - _ PC NI d=9'46'27" R.'OO.00' PT N89'3615 W 196.0T VV PC L=17.06' CENTERLINE OF CB=S84'43'01"EC=17.04' RIGHT-OF-WAY 1 I x i PREPARED FOR: CLYDESDALE CIRCLE rrA" It -L S MY t 1-aOF TRACT uu " DR HORTON 50' RIGHT OF WAY BUILDING SETBACKS LEGEND FRONT: 25' — . — . REAR: 20' BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH SIDE: CENTERLINE POB POL POINT ON BOUNDARY POINT ON LINE5 SIDE STREET: 15' RIGHT OF WAY LINE x PROPOSED ELEVATION PCC POC POINT OF COMPOUND CURVATURE POINT ON CURVE PROPOSED DRAINAGE FLOW ORPD OFFICIAL RECORD - PLANNED DEVELOPMENT 1. ELEVATIONS SHOWN ARE PER LOT GRADING 0 CONCRETE A DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L C.B. DENOTES ARC LENGTH DENOTES CHORD BEARING LS FIRM LAND SURVEYOR PERMANENT REFERENCE MONUMENT PC PI DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTIONTHISPLOTPLANISINTENDEDFORPERMITTINGPURPOSESPCPP) PERMANENT CONTROL POINT PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) LIST FOR CONSTRUCTION. - (CALC) MEASURED CALCULATED _ PT TYP A/C DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA - FND W FOUND CONCRETE WALK CBW RP CONCRETE BLOCK WALL RADIUS POINT FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES 5%W SIDEWALK RADIUS ONLY. CP THIS IS NOT A SURVEY PB PLAT RBOOKETEPAD CS TE B CHORDELENGTHPGS THIS IS A, PLOT PLAN ONLY SO. FT. PAGES SQUARE FEET R/W RIGHT-OF-WAY HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL, NO 120289 0045 E DATED 4/17/95 AND .FOUND'' THE SUBJECT PROPERTY APPEARS TO -LIE IN ,ZONE, A; AREA WITHIN 100 YEAR FLOOD PLAIN:- — BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 70 AS BEING N00'42'26"E PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM42637 DRAWN BY: PLOT PLAN 09/18/03 SOO 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED -SURVEYOR AND MAPPER. - a-Z-o3 FOR r THE r FIRN R. M SCATELLO JR: MM#4V28 DATE f: GAASMAIZASM42637.dw0. 9/23/2003 11:41:46 AM THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PG 01379 CLERK'S # 201032002' 19 RECORDED 11/06/2003 02:07:13 PM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT 2;,7,y C1Xcb-Scla-11— Z;v 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 pproperty: Lot(s) 66, 67, 68, 69 and `: )3akers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida CERTIFIED COPY General description of improvements: Single Family Dwelling MARYANNE MORSE CLERK OF CIRCUIT COURT Owner(s): D.R. Horton, Inc., a Delaware Corporation 6EW1R 11L,ECOUNT`. FLOR1j8Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 A 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 #: NO 6, 20, Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 " Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, I 0 by: o ert aws n, istant SecretaryCorporateSea]) STATE OF'FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ((003RobertA. Lawson, Assistant Secretary of D.R. Horton, Inc. —a eTaware Corporation, on e4roFlffi—eco;'20Tati-o—nW/She is personally known to me. Notary Public, State and County Aforesaid ENOTARY ICIAL NOTA ATRICIA COULTON UBLIC STATE OF FLORIDA MISSION NO. DD134330 MISSION,? EXI'. TULY 26,200640tignatt'ure Notary Seal CITY OF SANFORD PERMIT APPLICATION Permit #: Date: Job Address: 11. Description of Work: tnn. b np Historic District: Zoning: Value of Work: S f o2 O -- N*;1 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change -of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2 — Plumbing Repair — Residential or Commercial y Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel N• (Attach Proof of Ownership & Legal Description) t. n 1 Owners Name & Address: ] 1 AnVAVANTAGE PLUMBING, INC. Phone: 7T -, rtv Contractor Nf?.Q-AQhW9()027 / C r'L-05, P.P1 41 OVIEDO, FLORIDA /_762-v(nn-r State License NutnbcADVANTAGE PLUMBING, INC. Q. ttl 4n7,.fi-3994 BOX 620027 Phone & Fax: Contact Person: POVIED Bonding Company:(40 ) 366-3994- Address: Mortgage Lender: Address: I Arch itcct/Enginecr: 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 f 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 F AIR CONDITIONERS, ctc. appp. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD.A NOTICE OF COMMENCEMENT MAY -RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of f this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. a Acceptance of permit is verification that I will notify the owner of the property of the requirements of FI id Li w FS 713. I Signature of Owner/Agent Date Signatureo f`Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Namc J- Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or MARTHA Y. HALL Contractor/Agent is wPeNotary Pyupbltiic,,]State of Florida' Produccd ID' 6ukrr' a"•b• 1t 2008 Gomm. No. up 60139 APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Dale) (Initial & Date) Special Conditions: COUNTY OF SEMINOLE ~/ IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 1O3-75733 DATE Y`y/o BUILDING PERMITY) COUNTY NUMBER: t UNIT ADDRESS: - _ _/-/«-_____________________--___- TRAFFIC ZONE: JURISDICTION: 06 CITY_OF __________ GEC: RNG: PARCEL: SUB DIVISIONx NV6- TRACT: PLAT BOOKx PLAT BOOK PAGEm __ BLOCK: LOTc OWNER ADDR SS: _ -k -/.-l_~1/--}-- APPLICANT NAME: ............................................................... ADDRESS: LAND USE CATEGORY: 001 Single Family Detached Hcuee'' TYPE USUEx Residential WORK DESCRIPTION: Single Family Houseu Detached Construction TYPE' SCHEDULE UNIT OF - _ ROADG ARTERIALS COnWIDE O dwl unit 705.00 1 $ 705.00 ROADS COLLECTORS OkTH O dwl unit 142.O0 1 $ 142.00 LIBRARY CO -WIDE O dwl unit 54.00 1 $ 54.00 ' SCHOOLS CO -WIDE O dwl unit 1,384.00 1 $ 1,384.0O AMOUNT DUE 2,285.00 STATEMENT rq / u J SRECEIVEDBY: PLEASE PRINT NAME) GNATUREn NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** 1 DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNT? PERSONS ARE ADVISED THATTHIS IS A STATEMENT OF FEES WHICH "- ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDQCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING ` A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR ' OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PA MENT SH8ULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 i PAYMENT SHQL1_J BE BY CHEIK OR M[DY ORDER, AND SHOULB REFE0]4CE THE STATEMEMT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY T BUILDING PERMIT*=***************A 4 CITY OF SANFORD PERMIT APPLICATIONrl`l - Permit # :_ `) y Date: Job Address: Description of Work; Historic District: Zoning: Value of Work; Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor*y Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential + /1 Commercial Industrial Total Square Footage; 'c Construction Type; # of Stories:_ # of Dwelling Units:. Flood Zone. (FEMA form required for other than X) Parcel #: Bonding Company: __ i\N Attach Proof of Ownership & Legal Description) Address: Mortgage Lender: tS/Qa Address; —' Architect/Engineer: Phone: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OMEIVS AFF3 AVIT, I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 ofthiscounty, and them may be additional pemtits required them other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of per l onfload that I will notify the owner of the property of the requiya re is of Florida;eieryl aw, FS 713. Signature of OwneYAgent Date a ure o Contrae Agent Date NOTARY PUBLIC STATE OF FLORIDA U11HUAL NU nNx I arr+1- COM ISSION NO. D0134330 PATRICIA COULTON Owner/fAUE01M1 NOTARY rU ATE OF FLORIDA Contract r/Agefi WProducedID _,_, Pr *W ODMMLSSION EXP. LY 2 APPLICATION APPROVED BY: Bid4- ME W -6 PD Zoning: g Utilities: pp; initial & Date) (initial & Date) (initial & Date) (initial & Date) Special Conditions: _ A 0 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #-- () ' SUBDIVISION: BAKERS GROSSING ADDRESS 228 k./ C'fEC, (,isT BUILDING APPLICATION V POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL 1/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILI7Y FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT l Sri v6 cUle,f Rrm /. J G Limited Power Of Attorney I hearby name and appoint: Craig Coulton and GL ' CL ( k) each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t The Buildinq Dept, of; ` I i/ n Gay) 6r For a residential permit for work to be performed at: Lot # : -:10 Address: 2-2. a I 2- Subdivision k—' And to sign my name and do all things to this appointment. Richard B. Ladd are necessary CBC055300 Contractor State Registration Number Signature of Contractor This foregoing in74770;' was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is persona y known to me. State of rt rida CountyOran otbfy Public Signature fCFAXNCTSF-AL " PATRICIA COULTON EMy)(ICOMM RY PUBLIC STATE. OF FLORIDA OMMISSION NO. DD134330 ISSION EXP. ULY 26 M Notary ee PlE,',aT + Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Quarterly Payment Amount Contract Number (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. PUCHASEF,S NAhZ A_ND\\A_DDRESS CUSTOMERS NAiZ ALL DDRFSS Name_,. " Name Address ixt2„ `...=- Address City/State/Zip_aIA, CO3, ,,,_ Ctry/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS; SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: R•j, L1 DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will, Nvarrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVEERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date .,._...,..,__ Customer OrAgo ntSlgn`atureDate Apex Pest Control Inc., (Apex) will, in substantial compliar all applicable recommendations contained In literature pro 1. Install Sentricon* stations (the Stations) In the soil 2. monitor those Stations for twelve months from the 3. during those years, add Recruit* termite bait and i 4. during those years, inform the Customer oft a. any new or increased termite activity note b• any addition or, removal of Recruit* of Re C. any observed effect of the Sentricon* Coie TheCompanywillextendthisServiceCommitmentPretreatmentPmaymaintainedfortheLIFETIMEPlanagreementfar er quarter (3mo period) pay the fifthyear, and each year thereafter, Apex reserves tho per year. The Customer warrants full cooperation with Apex du batted freefromanyfactorscontributingtoInfestationsunderplertypestructure, or as noted In "Special or Adt eliminate faultyplumbing; leaks; dampness from drains; the area(s) baited. At no time will damage caused to it Insect Infestation, be the responsibility of Apex in areas V of ApextoalerttheCustomertoanyoftheaboveconditiwithall federal, state, and local laws, rules, and regulations, and Ided byDowElancotroundthe outside perimeter of the structure(s), late hereof; move It from the Stations as appropriate; and At the Stations rust* termite bolt; and 1y Elimination System (Sentricon) on termite activity. flowing theoriginaltwelvemonthobligation. The Sentricon f theIdentifiedpropertysubjecttothetermsandconditionsofthisbitonorbeforetheendofthepreviousmonitoringperiod. After right torevisethequarterlypaymentamount, not to exceed 10% g the term of this Agreement, and agrees to maintain the area(s) AS wood, trash, lumber, direct wood -soil contact, standing water. anal Comments". The Customer also agrees to notify. Apex of and ndensatlon orleaksfromtherooforotherwiseinto, onto, or under portions) _oftheStructure(s), even by an active wood destroying re anyoftheconditionsdescribedin'this •Paragraph exist. Failure does notaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER; COMPANYDISCLAIMSALLOTHERWINCLUDINGSTATUTORYWARRANTIES, ALY DISCLAIMS ES, WHETIiER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESSFORAPARTICULAitPURPOSEORWARRANTY, ANY .IMPLIEDW FURTHER, COMPANYHASMADENO ' OF WO ARRAINTES, OF SERVICE PROVIDED HEREUNDER THATAS ON OF FACT R PROMISE RELATING 2 S1 RVIC7r. Customer expressly waives and releases any claims in arty lawsuit, arbitr AMOUNTED 0AN PRODUCT OR negligence, torts, personal injury, death, violation of any statute, rule, or regulatioOr n, loss o EXPRESS WARRANTY, compensatory, Incidental, consequential, exemplary, legal proceeding against Apex for p ry, punitive, liquidated, treble, or special damages if any kind, andinution Of value, Inno • event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the servic e to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex in writing trot less than two (2) days prior to treatment regarding tiny -allergy or, sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the, general terms and conditions are hereby made part of this contract and apply without exception. 1, DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that*. All components of the Sentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco. or. Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex willt (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have',to discontinue the relationship.); (3)if the Customer and Apex (Partits) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received (4)lf the Customer elects to discontinue the relatlonship,or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, an dt (5) retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on, the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structures) Identlfled herein as of the date of the Initial Installatlon, Prior to; (1)the Structure(,) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or-, (3) soil Is removed or added around the foundation, or; (4) any tampering•of batting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any partoftheCustomer's property, plants, or animals. Under no circut stances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from Rross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other mailable remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay allcosts and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/ SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is heldtobeInvalidorunenforceableforanyreason, the remaltting terms and conditions of this Agreement shall remain in full force and effect, CHANGE IN LAW, In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right to revisetheannualextensionchargeorterminatethisAgreement.; DISCLAIMER/ CONDUCIVE CONDITIONS Apex's liability titnder this Agreement will be terminated if Apex Is prevented from fulfilling ItsresponsibilitiesunderthetermsofthisAgreementbyanyireasonofdelaysIntransportation, shortages of fuel/or materials, sttlkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, Apexdisclaimsanyliabilityforspecial, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsiblefor; (I)termite damage resulting from water leakake; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have been repairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained ;herein regarding iltlgatlon, In the event of any dispute arising hereunder, CustomeragreestosubmitthedisputetotheleastexpenslvcprocedureofarbitrationinaccordancewiththerulesandproceduresrotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' tht provisionsoftheUniformArbitrationActasinforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, ,Thr proceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil befinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an lndividual'bnsis andnotaclasswidebasis. Apex shall recover all fees, costs, atsd attorneys fees Associated with the arbltratlon proceeding. ENTIREAGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an4 nootherrepresentationsofstatementswillbebindingontheparties, REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relievedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that It is unable to prevent or stop further damage to Propert fromsubterraneantermltaactivity. Partial refunds may be mgde under the discretion of Apex Pest Control Inc. NOTICEOFCLAIMS, ACCESS TO PROPERTY. Any clalm# sunder the terms of this Agreement must be made Immediately In writing t TheApexCorporateOfflce, Apex 1s only obligated to perform under this Agreement If the Customer allows Apex access to the ldcntlne PropertyforanypurposecontemplatedbythisAgreement, Including but not limited to ro-inspection, whether the I bytheCustomerorconsiderednecessarybyApex. nspactlOn was requcstc LIMITED ASSIGNABILITY. This Agreement Is assignable. by Customer for a period of 1 (one year from its effective date. After th Initial12 (twelve) month period, Customer may transfer or.assign this Agreement with a transfer fee payable to (thirty) days of the transfer of the treated Property. Apex within Trademark of DowElanco Brevard Area 508 S Plumosa St. Merritt Island, FL 32952 407. 459.2847 00- 929-2847 Orlando Area 7005 Stapoint Ct. #G Wittterpark, FL 32792 407. 858.OS40 888- 764.2847 Tampa/ Sarasota Area 314 Faulkenburg Rd N Tampa, FL 33510 813. 221.2847 877- 459.2847 C:) CITX OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1, Two (2) recent boundary And building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footer sizes for all boating walls. Provide side view details of thoso footers with reinforcement bar replacement. a b. Floor plan indicating interior wall partitions and room idonthIcation, room dimensions, door, window, and/or opening sizos, smoke detector, location(s), landings, docks and stairs. Bathroom fixtures and distances from walls are to be shown. R Note the State of Florida requirements for bath door for complianco of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, oast, west, north and south. Finish floor elevation height as per City Enginooring Department or subdivision plat. d. Cross sections of all wall sections to be used In the structure. Bearing non-boaring inter and exterior. Show all components of wall section, p o. Framing plan for floor Joists whore conventionally framed. Plan toIndicatespan, size and species of materials to be used. f, Engineered truss plan with details of bracing. Engineered beams for spgtcing openings to carry and support trusses. g. Stair details with troad and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footagest Garages/Carports Porch(s)/Entry(s) ,.,—,_S.F. a Patio(s) , S.F. Conditioned structure ta2Q S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: p a. Utility letter or approval when public water supply and/or sewer system connection to be made. o b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for dotatls regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the Application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footor 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beams- columns- coils 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tonant Separation / flrowall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE By Owner orAuthotlsed Agent) FORM 60OA--2001 t FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: Q668 .) IS _ C i. Permitting Office: City, State: " ',ANF=t, 1--L. j Permit Number: Owner: Z.R , 4op-aQm Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b, N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b, Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10, Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc, AH: Garage b. N/A New 12. Cooling systems Single family _ 1 a. Central Unit 4 +_ b. N/A No _ 1732 ft' c. N/A 207.0 ft' _ 13. Heating systems 0.0 ft' - a. Electric Heat Pump 0.0 W _ 0.0 ft' b. N/A R=0.0, 202.0(p) ft _ c. N/A 14, Hot water systems a. Electric Resistance R=3.0, 1224.0 ft' _ R=11.0, 56.0 ft' _ b. N/A R=11.0, 328.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1883.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: :Dp 1 A+ DATE: 03.02 1 hereby certify that this building, as designed, is in compliance with the Flo iUeryCode. OWNER/ AGEN, ;: DATE: ` I I " f 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. Cap: 36.0 kBtu/hr _ SEER: 12.05 Cap: 36.0 kBtu/hr _ HSPF: 7.65 Cap: 50.0 gallons _ EF: 0.86 BUILDING OFFICIAL: DATE: f PT, _ EnergyGauge® ( Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0,98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0,70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) Raised 0.0 31.8 0.00 6423.6 0.0 Slab -On -Grade Edge Insulation 0.0 202.0(p 31,90 6443.8 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 32874.1 0.4266 14024.1 34989.3 1 34989.3 1.000 1.00 1.087 x 1.150 x 1.00) 0.283 1.250 0.283 0.950 0.960 11758.5 11768.6 EnergyGaugeT" DCA Form 600A.2001 EnergyGauge0/FIaRE8'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 5.86 1825.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54,0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1,80 590.4 Base Total: 1608.0 3160.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.6 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 605.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732.0 0.28 485.0 1732.0 -0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCSB v3.2 4 FORM 60OA-2001 i 1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:. , . PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points I DM x DSM x AHU) 5391.0 0.6274 3382.3 7979.2 1 7979.2 1.000 1.00 1.078 x 1.160 x 1.00) 0.446 1.260 0."6 0.950 0.950 4229.0 4229.0 EnergyGauge"" DCA Form 60OA-2001 EnergyGaugeVFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 11759 4229 10496 26482 PASS I EnergyGeugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is Installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed Inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A.22 ATMFR PRIPArRIPTIVF UPAS'II0C12 k— --*-------- COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided, External or built-in heat trap required, Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min, insulation. HVAC Controls 607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge- DCA Form 600A-2001 EnergyGauge(&/FlaRES'2001 FLRCSB v3.2 A ENERGY PERFORMANCE LEVEL (EPL) j DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. l . New construction or existing 2. Single family or multi -family 3. Number ofunits, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10, Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New 12. Cooling systems Single family a. Central Unit 1 _ 4 a_ b. N/A No 1732 W c. N/A 207.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1224.0 ft' _ R=11.0, 56.0 ft' _ b. N/A R=11.0, 328.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1883.0 W _ 15, HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup, R=6.0, 170.0 ft _ RB-Attic radiant barrier, 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 C de compliant features. Builder Signature:° / Date: J b Address of New Home:'j'Q2 (J11 };;StJ IC. City/FL Zip: '4%Ftkb r-L `,'))-77 Cap: 36.0 kBtu/hr _ SEER: 12.05 Cap: 36.0 kBtu/hr _ HSPF: 7.65 Cap: 50.0 gallons _ EF: 0.86 PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ismt a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStar%esignation), your home may quali0for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec. ucf edufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge(M (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: j 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method S impl i f i ed Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 HEATING EQUIPMENT SUMMARY 11/16/98 Job # 1732 Wthr Orlando —AP FL Zone Entire House Y Iui 7 e]3Z]I 11111[[i ? Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult, 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0.041 CFM/Btuh Clg Air Flow Factor 0,052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V1 3 . 0 . 12 SIN 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld 1 Zone: Entire House J Procedure A - Winter Infiltration HTM Calculation* l . Winter Infiltration CFM 0.8 AC/HR x 13856 Cu.Ft. x 0.0167= 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6 516 Btuh / 245 Total Window 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* l . Summer Infiltration CFM 0. 4 AC/HR x 13 8 5 6 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3, Summer Infiltration HTM 1833 Btuh / 245 Total Window 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 .0. 12 S/N 10315J Printout certified by ACCA to meet all requirements of Manual Form J 9 L 1732 Job# 1732 Zone: Entire House 11/16/98 r.e nwn i I I. 1A, a., niru7_i. n iciu 1n1lic I Name or Room Entire House BR 4 FAM LAUNDRY Running Ft. Exposed Wall I 202.0 Ft. 29.0 Ft. 41.0 Ft. 7.0 Ft, 3 Room Dimensions, Ft. 0.0 1. 13, 5 x 12. 0 Ft. 20. 0 x 20. 0 Ft. 7 . 0 x 9. 0 Ft. a Ceiings. Ft Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTNI Area MullArea Btuh Area Btuh Area Bath EXPOSURE No. Htg CIg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1,1 1224 232 112 0 Exposed b 12C 2,9 1.9 56 0 56 0 Walls and c 13C 3.2 1.2 328 0 152 56 rrw Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 p 0 0 f 0.0 0.0 0 0 0 0 G Windows and a 1C 37.0 153 5655 23 650 23 850 0 0 Glass Doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0•+++ 0 SE/ SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 s• 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a IOD 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b IOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 96 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 3194 4192 162 275 361 400 678 890 63 107 140 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 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 l8 479 135 13 Sublot Btuh Loss-6+8.,+11+12 26742 3003 4831 1152 14 Duct Btuh Loss 10% 2674 100/ 300 100/ 483 10% 115 15 Total Binh Loss -13+14 29416 3304 5314 1267 16 Int.Gains: People© 300 6 1800 0 0 4 1200 0 0 Appl. rr 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH Gain-7+8..+12+16 20803 1706 3900 1098 18 Duct Btuh Gain 10+/ 2080 10% 171 L0+/ 390 10+/ 110 19 Total RSH Gain-(I7+18)•PLF 1.00 22883 1.00 1876 1.00 4290 1.00 1208 20 CFM Air Required 1200 1200 135 98 1 217 225 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 nil- i 11 n iena inai I Name ofRoorn BR 2 BR 3 M/BR M/BTH Running Ft. Exposed Wall 27.0 Ft. 11.0 Ft. 32. 0 Ft. 10.0 Ft. 3 Room Dimensions, Ft. 13.0 x 12. 0 Ft, 11.0 x 15.0 Ft. 13.0 x 17.0 Ft. 10.0 x 15.0 Ft. 4 Ceiings, Ft Condit. Option 8,0 heat/cool 810 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Mull Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 96 88 256 80 Exposed b 12C 2.9 1.9 0 0 0 0 Walls and c 13C 3.2 1.2 120 0 0 0 Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0+"• 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0,0 0 0 0 0 0 0 0 Q 7 Windows and North 22.0 2 44 2 44 4 89 2 35 Glass Doors NE/NW 41.0 0 0 0+++• 0 o 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 49.0 14 685 14 685 28 1370 8 413 South 0.0 0 0 0 0 0 0 0 0 Horz 0,0 0 0 0 0 0 o o 0 8 Othcr doors a 10D 14.7 9. 9 0 0 0 0 0 0 0 0 0 0 0 0 b lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 P:: rtitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 165 280 367 221 375 492 150 254 334 b 0.0 010 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 11 Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 b 0.0 0.0 o 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 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Btuh Los3-6+8..+11+12 2556 1759 3790 1322 14 Duct Btuh Loss 10% 256 1MN 176 10•/ 379 10•N132 15 Total Btuh Loss - 13+14 2812 1935 4169 1454 16 Int.Gains: People© 300 0 0 0 0 1 300 0 0 Appl. « 1200 0 0 0 0 0 0 0 0 17 SubtotRSHGain<7+8..+12+16 1425 1296 2737 933 18 Duct Btuh Gain 10°/ 142 10% 130 10% 274 100/ 93 19 Total RSH Gain-(I7+18)+PLF 1.00 1567 11.00 1425 1.00 3011 1.00 1027 20 CFM Air Required 115 82 79 75 1 170 158 59 54 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 11.11AI I Name of Room BTH KICTHEN DINING 2 Running Ft. Exposed Wall 0. 0 Ft. 31 .0 Ft. I 14. 0 Ft. Ft. 3 Room Dimensions, Ft. 9.0 x 10. 0 Ft. 16,0 x 14.0 Ft. 14.0 x 18, 0 Ft. x Ft. 4 Ceiings, F1 Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Bnth Area Btuh Area Btuh Area Btuh EXPOSURE NO, Hig Clg Len6nh H1g Clg Length Htg Clg Lcr%nh Htg Clg Length Hig Clg 5 Gross a 14C 2.5 1.1 0 241 112 r• Exposed b 12C 2.9 1.9 0 r»+• r• 0 0r»rr r»» r•+ Walls and c 13C 3.2 1.2 0 0 0 Partitions d 0.0 0.0 0 0 r• 0 rrr• r r••• e 0.0 0.0 0 0 0 r» f 0.0 0.0 0 w r+ 0 r•• r• 0 r+r• 6 Windows and a 1C 37.0 0 0 10 370 23 850 Glass Doors b BC 37.0 0 0 54 1996 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 r••• 0 0 soso f 0.0 0 0 0 0 0 0 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 101) 14.7 9.9 0 0 0 0 0 0 0 0 0 b lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2.9 1, 9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0, 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 110 499 252 427 561 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 Il Floors a 22A 25.9 0.0 0 0 0 31 104 0 14 363 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Btuh Loss-6+8..+11+12 153 5704 2471 14 Duct Btuh Loss 100/ 15 100/ 570 10+/ 247 15 Total Btuh Loss o 13+14 r+' 168 6275 r• r 2718 r+r» r»»• 16 Int. Gains: People Q 300 0 0 0 0 1 300 Appl. 1200 0 0 1 r 1200 0 0 17 Subtol RSH Gain-7+8, +12+16 200 r'• 5328 2180 18 Duct Btuh Gain 10% 20 10% 533 10% 218 19 Total RSH Gains,(17+18)•PLF 1 ..00 220 1.00 861 1.00 2398 20 CFM Air Required 7 12 r 256 307 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 1 RIGHT-J WINDOW DATA Job #: 1732 File name: 17 32 . bld 11 / 16/ 98 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 BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 pan. act J- baM dw Vust have a mininnan clearance of 4 inches around the air handler per the State FTAW" coda All duet has an r-6 insutalion value. Z Rating 5 A ua zO W W Y F- Q 0 i O O CV zo Fn m ui > z a m aIli J O D Q Ir InELJN00 FORM 600A2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: ' -12 . Permitting Office: City, Stater; NNE Rb + L,7 3 Permit Number: Owner: 1Z.. •R .oitxv Jurisdiction Number: Climate Zone: Central l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A i 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1732 ft2 c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr c. Tintlother SHGC - single pane 0.0 ft2 _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Ext Insul, Exterior R-3.0, 1224.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 W _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DIP -Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft2 _ 15. HVAC credits PTAb. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Flo ' a E ergy C rde. OWNER/A EN' DATE: T I C, Th a Review of the plans and . sTspecificationscoveredbythis01AT8 calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for i compliance with Section 553,908 Florida Statutes, 0D wa BUILDING OFFICIAL: DATE: EnergyGauge® (Version; FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #; BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1732.0 26.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0,81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.E WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0,70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8Raised0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1732.0 14.31 24784.9 1732,0 14.31 24784.9 EnergyGauge® DCA Form 600A-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 t SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 32874.1 0.4266 14024.1 34989.3 34989.3 1.000 1.00 1.087 x 1.150 x 1.00) 0.283 1.250 0.283 0.950 0.950 11758.5 11768.6 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 6.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1,00 276.1 Single, Clear NW 1.0 5.0 23.0 12,23 1.00 280.7 Single, Clear SE 1.0 6.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 ALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3160.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 6.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) Raised 0.0 1.9 0,00 383.8 0.0 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Base Total: 383.8 As -Built Total: 202.0 605.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732.0 0.28 485.0 1732.0 0.28 485.0 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:... PERMIT #: I BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System - Heating Total X Cap X Duct X System X Credit = HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 5391.0 0.6274 3382.3 7979.2 7979.2 1.000 1.00 1.078 x 1.160 x 1.00) 0.446 1.260 0.446 0.980 0.960 4229.0 4229.0 ft EnergyGauge- DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS:... PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623,63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 276621 11759 4229 10496 26482 PASS f EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST l R0.22 nTFIFR PRFCCRIDTIVC MCACI rcoc {........a .._ ...._ COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft, window area; .5 cfm/s .ft, door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between wells and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members, EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12, Switch or clearly marked circuit breaker electric or cutoff as must be_provided, External or built-in heat trap required, Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG, Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610, Ducts in unconditioned attics: R-6 min. insulation, HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) j DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. l . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane S. Floor types a. Slab -On -Grade Edge Insulation b. N/A C. N/A 9. Wall types a. Concrete, Ext Insul, Exterior b. Frame, Wood, Exterior v c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family a. Central Unit I 4 b. N/A No 1732 ft' c. N/A 207.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R-0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1224.0 ft' _ R=11.0, 56.0 ft' _ b. N/A R=11.0, 328.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1883.0 W _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 170.0 ft RB-Attic radiant barrier, 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 de compli t.features. Builder Signature: V-) Date: 1 Address ofNew Home: ,222 Cl a bFgL .. E C_ CIS City/FL Zip: biI FL Cap: 36.0 kBtu/hr _ SEER: 12.05 Cap: 36.0 kBtu/hr _ HSPF: 7.65 Cap: 50.0 gallons _ EF: 0.86 PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is rLoot a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStarludesignation), your home may qualify for energy efficiency mortgage (EEtI incentives ifyou obtain a Florida Energy Gauge Rating. w Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedufor information and a list ofcertfedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: 1732.bld 11/16/98 For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: j 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh 1 Design Heat Load 29416 Btuh J INFILTRATION Method Construction Quality Fireplaces Area (sq.R.) Volume (cu.ft.) Air Changes/Hour Equivalent CFM Simplified Average 0 HEATING COOLING 1732 1732 13856 13856 0.8 0.4 185 93 Job # 1732 Wthr Orlando —AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0.041 CFM/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: VI 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0.8 AC/HR x 13856 Cu.Ft. x 0,0167= 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0. 4 AC/HR x 13 8 5 6 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 1 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1,00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 .0. 12 SIN 10315 Printout certified by ACCA to meet all requirements of Manual Form J 1732 Job# 1732 Zone: Entire House 11/16/98 nlA! 191. 6.1 nIr:LIT_1. 7 n t9 C/wI tnQtm I Name of Room Entire House BR 4 FAM LAUNDRY Running Ft. Exposed Wall I 202.0 Ft. I 29.0 Ft. 41 . 0 Ft. 7. 0 Ft. 3 Room Dimensions, Ft. 0.0 1. 13.5 x 12.0 Ft. 20. 0 .x 20. 0 Ft. 7 . 0 x 9. 0 Ft. 4 Ceilugs, Ft Condit. Option 8.0 heat/cool d 8. 0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Bulb EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 1224 232 112 0 Exposed b 12C 2.9 1.9 56 0 a""+ 56 0 Walls and c 13C 3.2 1.2 328 0 152 56 Partitions d 0.0 010 0 0 0 0 6 Windows and a 1C 37.0 a• 153 5655 23 850 23 850 0 0 Glass Doors b BC 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 a'•• 0 0 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 a+++ 1886 23 a+++ 943 23 943 0 0 Cooling E/W 0.0 0•+•• 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 a+ 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors n 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 130 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 179 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 161, 1.7 2.2 1883 3194 4192 162 271 361 400 678 190 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 010 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 010 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 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Btuh Loss-6+8..+11+12 a+'• 26742 a+++ 3003 4831 a•+ 1152 14 Duct Btuh Loss 10+/ 2674 10+/ 300 10+/ 483 100/1 115 15 Total Bluh Loss - 13+14 r r• 29416 rr 3304 a a 5314 r a 1267 16 Int. Gains: People a 300 6 r 1800 0 0 4 1200 0 0 Appl. a 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH Gain-7+8„+12+16 20803 1706 a 3900 1090 18 Duct Btuh Gain 10°/ 2080 10% 171 10•/ 390 10% 110 19 Total RSH Gain-(I7+18)'PLF 1.00 a•+ 22883 1 . QO 1876 1.00 4290 1,00 1208 20 CFM Air Required 1210 1210 135 98 217 225 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 f! 9 n 19 C!" 1 n91 C I Name of Room BR 2 BR 3 M/BR M/BTH 2F3 Running Ft. Exposed Wall I 27 .0 Ft. ( 11.0 Ft. 32. 0 Ft. 10, 0 Ft. Room Dimensions, Ft. 13.0 x 12. 0 Ft. 11.0 x 15.0 Ft. 13.0 x 17.0 Ft. 10.0 x 15, 0 Ft. 4 Ceiings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Bull) Area Btuh Area Btuh Area Btuh EXPOSURE NO. Hig Clg Length Htg Clg Length Htg CIg Length Htg Clg Length Htg Clg 3 Gross a 14C 2.5 1.1 96 88 256 80 Exposed b 12C 2.9 1.9 0 0 0 0 Walls and c 13C 3.2 1.2 120 0 0 0 Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 r 0 f 0.0 0,0 0 0 0 0 G Windows and a 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b 8C 37.0 0 0 0 0+++• 0 0 0 0 Harting c 9A 29.9 0 0++•• 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 2 44 2 44 4 89 2 35 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 14 685 14 685 28 1370 8 413 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 1 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 77 G\posed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 i'::rtitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 010 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 165 210 367 221 375 492 150 254 334 b 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 010 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 929 0 10 259 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Btuh Loss-6+8. +I 1+12 2556 1759 3790 1322 14 Duct Btuh Loss 10+/ 256 10 176 10+/ 379 10° 112 15 Total Btuh Loss a 13+14 2812 1935 4169 1454 16 Int. Gains: People © 300 0 0 0 0 1 300 0 0 Appl. a 1200 0 0 0 0 0 0 0++++ 0 17 Subtot RSH Gain-7+8„+12+16 1425 1296 2737 933 18 Duct Btuh Gain 1 O*A 142 10•, 130 10% 274 10% 93 19 Total RSH Gaitr(17+18)•PLF 1.00 1567 1. 00 1425 1.00 3011 1.00 1027 20 1 CFM Air Required 115 82 79 75 170 158 59 54 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 KA n wnini T n1 rd DIl^.lIT.1 i n i cirri iniic I Name of Room BTH KICTHEN DINING Running Ft. Exposed Wall I 0.0 Ft. 31 .0 Ft. 14. 0 Ft. Ft. 3 Room Dimensions, Ft. 9,0 x 10.0 Ft. 16.0 x 14.0 Ft. 14.0 x 18.0 Ft. x Ft. 4 Ceiings,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Fitt" Clg Lenb th Htg Clg Length Htg Cig Length Htg Clg 5 Gross a 14C 2.5 1.1 0 248 r•r 112 yyy• ry r Exposed b 12C 2.9 1.9 0 ryr y ry 0 yrrr r 0 rry• y+ r• ryry Walls and c 13C 3.2 1.2 0 0 0 yur y• r••y Partitions d 0.0 0.0 0 rr rrry 0 0 yr r yy yyyy y+++ e 0.0 o.0 0 ryr 0 r•y y+ 0 yyr rrr yyyr rrr f 010 0.0 0 r• y••• 0 rys rr 0 y y• y ry. 6 Windows and a 1C 37.0 0 0 10 370 23 850 Glass Doors b 8C 37.0 0 0 54 1996 0 0 Heating c 9A 29.9 0 0 yrr• 0 0 0 0 rrr d 0.0 0 0 0 0 0 0 e 0.0 0 0 i°+• 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 1100D 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2,9 1,9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0,0 0 0 0 0 0 0 0 0 0 r 0.0 0.0 0 0 0 0 0 0 0 0 0 10 ceilings a 16D 1.7 2.2 90 153 200 224 380 499 252 427 561 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0,0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Btuh Loss-6+8..+11+12 153 5704 2471 r•r r•r+ 14 Duct Bttth Loss 10°G 15 10°/ 570 10"/ 247 15 Total Bath Loss. 13+14 168 6275 2718 16 Int. Gains: People a 300 0 0 0 0 1 300 Appl, ct 1200 0 0 1 1200 0 0 17 Subtot RSH Gain-7+8..+12+16 200 5328 2180 18 Duct Btuh Gain 1or% 20 10% 533 10% 218 19 Total RSH 0ain-(17+18)'PLF 1, 00 220 1.00 5961 1.00 2398 20 CFMAir Required 7 12 256 307 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job #: 1732 File name: 17 3 2 . b l d 11 / 16 / 9 8 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 BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 X- Mth d— tb h.nA"fi __ of _ _ V _ _ per the _ !_ _ _ _ has _S fimutation vat @ k/ F-I 0 0 R«# g5 . A z mEam oo r MiTek(b MiTek Industries Inc. 14515 Nd 00 fogy Dave, Sufis 300 Chesterfield, MO 63011 USA July 3, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I5008171 thru I5008189. Total: 19 drawings. Job DR1732D Builder D.R. HORTON Location BAKERS CROSSING County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 19 Truss drawing. 2) Truss Index. July 3, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732D Trusses Induded=19 0,' \DR1732D\a,tre" 15008171 1,"\DR1732D\a11.tre" 15008172 2,"\DR1732D\a13.tre" 15008173 3,"\DR1732D\a15.tre" 15008174 4,"\DR1732D\a17.tre" 15008175 5,"\DR1732D\a19.tre" 15008176 6,"\DR1732D\a7,tre" 15008177 7,"\DR1732D\a9.tre" 1 5008178 ' 8,"\DR1732D\ag1Are" 15008179 9,"\DR1732D\ag2.tre" 15008180 10,"\DR1732D\b.tre" 15008181 11,"\DR1732D\bgab.tre" 15008182 12,"\DR1732D\cg.tre" 15008183 13,'1DR1732D\j.tre" 15008184 14,'1DR1732D\kAre" 15008185 15,VR1732D\1.tre" 15008186 16,-0R1732D\m.tre" 15008187 17,"0R1732D\sAre" 15008188 0,"OR1732D\a2.tre" 15008189 d P10. 45161 STATE OF aJ oulAsTRIP June 9, 2003 WAMIRM - Vol* deslprt jlammOors and RLAD NOTES ON TM= AND REVERSE SMS 88/1'ORE VW. tss*rs+•r Design valid tot use only with Molt connectors, This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded verticaly. Applicability of design parameters and proper Incorporation of component Is responslalNty of building designer - not huss do Ignet, Bracing drown Is tot lateral support of Individual web membets only. Additional temporary bracing to Insure stability duringcondiuetion b the responsibility of the erector. Additional permanent txacl g of the overall structure Is the responslbAlly of the building designer. For general guidance regarding fabrication, quality conlio4 storage, delivery, election and brachg, cotnull OST-88 Quality Standard, OSI•89 Iraclsg Specification, and 1,10.91 M iTek® handling initialling and Iraotng Recommeatlon avaloble from Truss Plate Institute, 563 D'Onohb Drive, Modkon, WI $3719, Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 cc 0 x 0 a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur. FORM016,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® HYDRO -AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a: joint and embed fully, Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at r/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shag be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, TM erection and installation of trusses. CLU © 1993 Mitek Holdings, Inc. - Job russ russ ype ty y 15008171 DR1732D A ROOF TRUSS 13 1 Job Reference (D tional) s e r e n ustnes, nc. on Jun . : age Tl-0 7-0-5 136.1 H 2O-041 265.13 32-11-11 40-0-0 41^0-0 11-0.0 7-0.5 6.5.13 6513 65.13 6-5.13 7-05 1.04) Scale = 1:78.6 5x8 i 5 6.00 12 3x4 5- 3x4 4 6 5x8 5x6 3 7 812 9 d 1g 3x6 = 14 13 12 11 10 3x6 = 3x4 =3x6 = Us = 3x6 = 3x4 = 10-3-4 20-0.0 29.8-12 40-0-0 10-3-4 9.8.12 9-8-12 1044 Plate Offsets , :[2:0-2-12,0-1-81,[3:0-.3-0,0---01,17:0-3-0,0-3-01,18:0-2-12,o-T-87 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.21 12 >999- M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 12-14 >890 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 207 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-7 oc purlins. BOT CHORD 2 X 4SYP No.2D SOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2 X 4sSYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 =1952/0-8-0, 8=1952/0-8-0 Max Horz 2 =-229(load case 5) Max Uplift2 —801 (load case 4), 8--801 (load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2881, 4-5=-2025, 5-6=-2025, 6-7=-2881, 7-8=-3208, 8-9=17 BOT CHORD ° 2-14=2833, 13-14=2353, 12-13=2353, 11-12=2353, 10-11 =2353, 8-10=2833 WEBS3-14=-374, 4-14=520, 4-12=-786, 5.12=1331, 6-12--786, 6-10=520, 7.10=-374 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint B. LOAD CASE(S) Standard Junaidis Sudiman, FL Lic #45 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chestetfteki, MO, 63017 FL Cert.#6634 Awmnr m - verm duns parameters and R6AD Norse oN Twx AND lttveems 91SPOR6 vsx. *•® Design valld loi use only wah MITsk connector. This design is based only upon porametsn shown, and is for an Individual building component to be Installed and lorded verticwtly. ApploobMly of design parameter and proper Incgporatkm of component is iesponsb Mty of building deslgnen - not truss designer. Siccing shown is tar latsrat support of Individual web member only. Additional temporary bracing to Insure slabely duiing condiuctlan is the iesponsiblllty of the siectot. Additional peimanont bias of the overoS dructurs is the responsk)WV of the building design,. For general guidance eg rardingfabilcatlan. Qualify conhol, st rage, delivery, vectlan and bracing, consull QST•66 Quality Standard, DSS-89 Bracing Specification. and HIN-91 MiTek® HandlingInstai9ntsandSroclgRecommendationavailableIsomTrussPlatsInstitute, 843 D'Onofrb Dilve, Modkon, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property I % *Center plate on joint unless Damage Or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. h J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2, Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 40, 3 0 a: joint and embed fully. Avoid knots and wane plates I/8" from outside edge of 0+' a h o_ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords icespi at /4 panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N El MiTek* PANEL TM CUP 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORMD16,019 Job russ ruse Type ty y 15008172 DR1732D A11 ROOF TRUSS 1 1 Job Reference tnaq LIONGWOOD, , TIM 5.0W3T-8U--F.T0TWI n Jun 09 10:bj:10age 5-" f140 17-0-0 23-0-0 29-" 34-2-12 I 40-0-0 jt-0.0 1.0-0 5-9-4 5-2-12 6-0-0 6-0-0 6.0-0 5-2-12 5.9.4 10-0 Scale a 1:70.3 5%6= ,X_ 5%6 = 3x4 = 4 5 6 7 6.00 12 203r 1 2 9 10I 3x8 = 15 14 13 12 11 3x8 — Us = 3x8 = 3x4 = 3%6 = 3x8 = 11 0 0 20-0-0 29-0-0 40.0.0r— I I 11-0-0 9.0.0 9-0.0 11-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.26 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.52 11-13 >908 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.16 9 n/a BCD, 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.10-13 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-15, 6.11 REACTIONS (lb/size) 2 =1952/0-8-0, 9-1952/0-8-0 Max Horz 2=-1370oad case 5) Max Up1ift2=-7061load case 41, 9=-706(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3--3258, 3-4--2891, 4-5=-2607, 5-6--3212, 6-7=-2607, 7-8=-2891, 8-9=-3258, 9-10=17 BOT CHORD 2.15=2868, 14-15=3165, 13-14=3165, 12.13=3165, 11-12=3165, 9-11=2868 WEBS 3-15=-319, 4-15=871, 5-15=-768, 5-13=101, 6-13=101, 6-11 =-768, 7-11 =871, 8-11 =-319 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure S; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection lby others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Sudiman, FL tic #45 1F MiTek IndustWes, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Aw.sRMM - verM design pal+ astoten and A"0 Hams ON T=9 AND rtsl ZJ= SWE BZF0AN V=. ••*e Design valid too use only With Mltek connectors. This design is based only upon parameters shown, and is for an IndlMual building component to be Installed and loaded vertically. Apptktablify of design parameter and proper Incorporation of component is responsibility of building deslgnet - not huss designee. &acing shown is lot lateral support of Individual web membsos only. Additional temporary boochg to Insure stability durkog construction is the oesponsiblllty of the erectot.:Addlllonal permanent btbochg of the overall structure is the responsblify of the building designer. For general guidance oegording fabrication, quality cohliol. storage, doWery, ehectlon and bracing, consu8 OST-88 Quality Standard, D81.09 tracing SpecNballon, and Hill-91 MiTek® Handling Installing and Sm roaftRecommendationh ationavailableomTouts Plate Institute. 543 D'Onoeb Drive. Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 10* 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. I— This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the Mitek/Gang-NailJoint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4PIO continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N El M!Tek® TM PANEL 4CUP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 0 1993 Mitek Holdings, Inc. FORM016,019 Job russ russ Type ty y 15008173 DR1732D A13 ROOF TRUSS 1 1 Job Reference (o tional) sFebt o Industries, nc. on Jun age L4 044 1 13.0.0 20-0.0 27-0.0 l 3$-2-12 I 40-" 41:2 0 1_00 044 e-2-12 7-0.0 7-0.0 6-2-12 64-4 1-" Scale - 1:70.3 5xe = 2x4 11 5xe = 4 5 6 6.00 FIT 2x4 2xd 3 7 2 8 3x8 = 14 13 12 11 10 3x8 a 3x4 = 3x6 = 3x8 = 34 = 3x4 = 10-3-4 20-0-0 29.8.12 40-0.0 101+4 9.8-12 9-8.12 10 3.4 Plate offsets : : - , ` , - - LOAbING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.22 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.54 12-14 >880 BOLL 0.0 Rep Stress Incr YES WB 0.42 HorzlTL) 0.14 8 n/a BCD, 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 'Except` TOP CHORD Sheathed. 4-6 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. SOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1952/0-8-0, 8 =1952/0-8-0 Max Horz 2=-1570oad:case 5) Max Uplift2=-732(load case 4), 8=-732(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORD1-2 —17, 2-3 --3225, 3-4 =-2887, 4-5 = -2773, 5-6 = -2773, 6-7 =-2887, 7-8 - -3225, 8-9 -17 SOT CHORD: 2-14=2847, 13-14=2396, 12-13=2396, 11-12=2396, 10-11 =2396, 8-10=2847 WEBS 3-14--363, 4-14=481, 4.12=517, 5-12=-511, 6-12=517, 6-10=481, 7-10=-363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 1 8ft; 'fCDL = 4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 732 lb uplift at joint 2 and 732 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14615 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.06634 Noonan" — AWARNINO - Verft deetpn par4ssrlirtese and READ NOTES ON TWS AND RBVXASX SIDE BBPORd EM. aaw. e Design valid toi use only with MITek connectors. This design Is bated only upon parameten shown, and is to an IndWuol budding component to be Installed and loaded vertically. AppNcablilly of design poiameten and proper Incopototlon of component is responslbitly of building designer • not puss desionet. eracinq shown is lot lateral support of lndlvlduol web members only, -Additional temporary bracing to I sum dablity during condwetion is the tesponslblilty of the ereclot. Addllionat permanent bihcing at the overall sltuolum is the msponslbWty of the building designer. For general guldonoo regarding iabilcdtion, quoMty control. stooge, deh*vy, mectlon and bmcina. consult QST48 Quality Standard, 081.89 /racing SpeaEloatlon, and NIS•91 M iTek® Handana Iulaftm and 1 acing Eecommendalton availhorn Truss hoTrussPlateIulltute, US D'Ononb Dtive. Madison, WI63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other. a WEBS J5 Q 3, Place plates on each face of truss at each ForFor 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of c) O_ d at joint locations. truss and vertical web. a o l4. Uness otherwise noted, locate chordsIsplices at /4 length(-+ 6" fromceC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTsk/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityty of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slats. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring W1SC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M Teke engineer. r 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. - FORM018,019 a -rugs HMRO-AM(10 Job ruse russ ype ty y DR HURT N 15008174 DR1732D A15 ROOF TRUSS 1 1 Job Reference (o tional) s e r e industries, nc. on un i 09 10:53:12age i-0.9 7-9-4 1 150-0 20-" 25-0-0 1 32.2-12 40-060 41-0 0 1-" 7-91 7-2-12 5-0-0 5-" 7-2-12 7-9-4 1-" Scale = 1:70.4 5x8 6.00 12 3x4 = 5x8 = 4 5 8 5x8 i 5x8 g 7 n 2 8 91 Ig 3x6 — 13 12 11 10 3x8 — 2x4 11 5x8 = 5x8 = 2x4 11 7-9-4 15-" i 25-04 32-2-12 40-" f— i 74" 7-2-12 10.0-0 7-2.12 7-9-4 Plate ottsets - : : - - - LOAOING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(ILL) -0.20 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.56 11-12 >845 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 210 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12, 5-12, 5-11, 7-11 REACTIONS (lb/size) 2 =1952/0-8-0, 8 =1952/0-8-0 Max Horz 2=-178(load case 5) Max Uplift2=-755(load case 4), 8=-7550oad case 5) FORCES 0b) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2520, 4-5=-2253, 5-6=-2253, 6-7--2520, 7-8=-3208, 8-9=17 SOT CHORD 2-13 - 2838, 12-13 = 2835, 11-12 - 2373, 10-11 = 2835, 8-10 = 2838 WEBS 3-13=147, 3-12=-665, 4-12=676, 5-12=-217, 5-11=-217, 6-11 =676, 7-11 --665, 7.10=147 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=1Oft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 755 lb uplift at joint 2 and 755 lb uplift at joint S. LOAD CASEIS) Standard Junaidie Budiman, FL Lic #45 1 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.96634 WARMING - 'Verft design pasnsunetes and R&W NOTJxB ON TRW AND R6VICR8111 SWAt BEXoR6 UAW. immot Design valid lot use, only with Milok connectors. lhk design k based only upon potometen shown, and k tot an IndMdual building component to be Installed and looded vertically. Applicability of dodgn patametee and ptopet Incutporatlon of component Is i9sponswlifty or building deslgnet - not Hasa designer. Siccing shown k tot lotsial support of individual web msmbsis only. Addlibnal tsmmaiy btocing to hsuie stabOy duiing consliuct on k the msponsibrity of the ewctot, Additional permanentoerbrllrcanpof: the vall shuctute k the mspon"y of the building designer. For gw*iol guidance, tegaidIng tabiloaysfy, efectlon and tracing, comull CST Quality Standard. DSI.89 Bracing SpecMcanm% and Hit91 MiTekHandlingInstolarmandSiccingIteconsineindatlonavailableIromhutsPlatsInstitute. 543 D'Onokb Dills, Madkon. WI63719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Ye" a a: 0 For 4 x 2 orientation, locate plates I/a" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Wn.4 FORM018,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N El1 MiTek° AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP MYDROA/R (10 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Piste type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O IM Mitek Holdings, Inc. Job ruse Truss Type Qty y 15008175 DR1732D A17 ROOF TRUSS 1 1 JReference (optional) s e tousr as, nc. Mon Jun 09 10: 5T 13 2UO3 Page 11 6-0-6 F 1f-" 17.0-01 23-0-02e-5.13 33-11•11 I 40.0.0 a gJ 1- 0-06-" 5dr13 5513 6.0-0 5-5-13 5513 6-0.6 1-0-0Scale = 1:70.3 5xe = 5x8 5 8 8. 00 F12 3X4 i 3x4 4 7 5xe 5x6 3 s °d 2 9 1 100id 3x8 = 16 15 14 13 12 11 Us = 3x4 = 3x8 = 3x4 = 3x4 = 3x8 = 3x6 = e- 9.4 17-0.0 23.0.0 31-2-12 40.0.0 a-" 8-2.12 6-0-08.2-12 8-9.4 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.20 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.41 11-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.14 9 n/a BCDL 10:0 Code FBC2001 1st LC LL Min Well = 360 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4`SYP No.21) TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS ( lb/size) 2=1952/0-8-0, 9=1952/0-8-0 Max Horz 2 =198(load case 4) Max Uplift 2 = -775(load case 4), 9=-775(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD1-2=17, 2-3--3292, 3-4=-3025, 4-5=-2314, 5-6=-2078, 6.7=-2314, 7-8=-3025, 8-9=-3292, 9-10=17 BOT CHORD 2-16=2901, 15-16=2526, 14-15=2526, 13-14=2078, 12-13=2526, 11-12=2526, 9-11 =2901 WEBS' 3- 16=-287, 4-16=419, 4-14=-657, 5-14-612, 6-14=-0, 6-13=612, 7-13=-657, 7.11 =419, 8.11 =-287 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; oc&upancy category 11; exposure B; partially;MWFRS gable end zone, cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at joint 9. LOAD CASE( S) Standard Junaidie Sudiman, FL Lie #45 61 MTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Can.# 61NU WMMW - VerM deal" pamrrWon r and MW N 0T68 ONT THE AND =V== BIDS BXFOM t=. Design valid for use only with Moak connectors. This design k based any upon parameter shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component It responsibility of building designer - not truss designer. Bracing shown k for lateral support of individual web members only. Additional temporary bracing to Insure stabillly during construction Is, the responsibility of the erector. AddMonol permanent brisellg of the overall shuctwe k the responsRxtly of the building designer. For general guidance regarding lobilcatlon, quality control. storage, dellvsry, erection and bracing, consul 081-08 Quality Standard, DSO.89 tracing Speclacatlon, and HIS-91 Handling Installing and tracing Recommendation available from Truss Rats Institute. 593 D'Onoblo Drlve, Madison, Wl63719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly t 3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each2 " other. O WEBS . J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 cc joint and embed full Avoid knots and waneY plates 1/8"from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords icespl at r/4 length(+ W fromcapanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mirek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials.. 14. Do not cut or alter truss member or plate without prior approval of a professional 1 A1M iTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 4 1993 Mitek Holdings, Inc. - Cup FORM018,019 ads-euaa..0 HMRO-AIN O ..... Job ruse Truss Type ty y 15008176 DR1732D A19 ROOF TRUSS 1 1 1 Job Reference (o tio101) sFebeIndustries, nc. on Jun age 1-0-0 6,8.5 , 12-10-3 to-" , 21.0-0) 27-1-13.: i 33-3-11 40-0-0 jl:g0 1-0.0 a-" 6-1-13 6-1-13 2-0-0 6-1.13 8.1.13 8$-5 1.0-0 Scale a 1:78.7 5x6 = 5xa = 5 e 8.00 12 3x4 G 3x4 4 7 5x8 i 5xa 3 8 2 9 rr 1 10 1M 3x8 = 16 15 14 13 12 11 3x8 3x4 = 3x8 = 3x4 = 3x4 = 3x8 = 30 = 9-9-4 19-" . 21-0-0) 30-2.12 40.0-0F 9.9.4 9-2-12 2.0-0 9.2.12 9-94 Plate Offsets - , t - < - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) -0.29 11-13 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.50 11-13 >950 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.14 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 216 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 =1952/0-8-0, 9 =1952/0-8-0 Max Horz 2=-2180oad case 5) Max Uplift2=-794(load case 4), 9=-794(load case 5) FORCES 0b) - First Load Case Only TOP CHORD - 1-2 = 35, 2-3 =-3433, 3-4 = -3113, 4-5 = -2244, 5-6 = -1921, 6-7 =-2244, 7-8 = -3113, 8-9 = -3433, 9-10 = 35 BOT CHORD2-16=2946, 15-16=2459, 14-15=2459, 13-14=1921, 12-13=2459, 11-12=2459, 9-11 =2946 WEBS 3-16--373, 4-16=539, 4-14=-787, 5-14=667, 6-13=667, 7-13=-787, 7.11 =539, 8-11 =-373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy,cate9ory II; exposure B; partially; MW1FRS gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 794 lb uplift at joint 2 and 794 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 1 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.11166M wdRllAiVf3 - V#r f jf40sollilon paaamtor s and MAD AVM ON TiHISt AND itta VOMSM BJW0A9 Vass. ••i•• e Design valid for use only with Maek connectors. This design It based only upon pctrameten shown, and It for an Indh4dual building component to be lnstased and loaded vertleally. AppMecblify of design parameters and proper incorporation of component k responsibility of building des"i - not truss designer. Bracing shown It for lateral support of individual web members only. Additional temporary bracing to insure stability durhg congructlon It the nesponsibNlly of the erectot. Additional permanent brischq of the overall structure k the responslbillty of the building desigrw. For general guidance Mi regarding lobilooWn, quality control storage, deNvety, election and bracing, consul) OST•85 Quality Standard, DSS-89 hoeing Sposcifleoll n, and HIS-91 MiTek® HandlingInstallingandBrewingRecommendationavailablefromTrussPlateInstitute, 693 D'Onofrlo Drove, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 1114 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, 0 Q For 4 x 2 orientation, locate O plates 1/8" from outside edge of 0. 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING gnA Indicates location of joints at which bearings (supports) occur. oa FORM 18,oiv Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 JS JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N,930013-N,910080-N MiTek° General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at i/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, PANEL TM CUP MYDAO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and site, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed of purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, O 1993 Mitek Holdings, Inc. Job russ russ Type ty DR1732D A7 ROOF TRUSS 1 2 1500$177 Job Reference ( tionaq s e I e n ustnes, no. Mon Jun 09 10:53:age 11- 0 3-9-4 7-0.0 138.14 20-0-0 1 26dr2 I 33-0-0 36-2-12 I 11 p 1- 0-03-94 3-2-12 e-6.14 6-52 6-52 6-6-14 3-2-12 3-94 1-0-0 Scale - 1:70.3 5xe = 5x8 = 4x8 = 7x8 = Us= 6. 00 22 4 5 6 7 8 2x4 2x4 i 3 9 cA cb 2 10 11I` j t0 3x8 16 15 14 13 12 3x8 - 3x4 = 5x6 = 3x8 = US = 3x4 = 7- 0.0 13 8 14 20-0-0 26-5-2 F 33-0-0 40-0-0 17- 0.0 6-6-14 6-5-2 6.5.2e-6-14 7-" Plate Offsets , : - - - - , : - - • - - - LOAOING ( psf) SPACING 2-0-0 CS1 DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.49 14 >958 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0,68 14-15 >691 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.20 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl = 360 Weight: 444 lb LUMBER BRACING TOP CHORD 2 X 4`SYP No.2D *Except* TOP CHORD Sheathed or 5.1-10 oc purlins. 4- 6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. SOT CHORD 2 X 4 SYP No.21) *Except* 13- 15 2 X 4 SYP No. ID WEBS 2 X 4 SYP No.2D REACTIONS ( lb/size) 2 = 3876/0-8-0, 10 = 3876/0-8-0 Max Harz 2--95(load case 5) Max Uplift 2 - -1941 (load case 3), 10=-1941(load case 2) FORCES 0b) - First Load Case Only TOP CHORD 1-2=17, 2-3=-7309, 3-4=-7330, 4-5=-10269, 5.6=-11434, 6-7=-11434, 7-8=-10269, 8-9=-7330, 9-10=-7309, 10-11=17 BOT CHORD 2- 16 - 6370, 15-16 = 6610, 14-15-10269, 13-14- 10269, 12-13 - 6610, 10-12 = 6370 WEBS 3-16=238, 4-16=696, 4-15=4146, 5-15=-1683, 5-14=1324, 6-14=-991, 7-14=1324, 7-13=-1683, 8.13 = 4146, 8.12 = 696, 9- 12 = 238 , NOTES 1) 2-ply truss to be connected together with 1Od Commonf. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9.0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1941 lb uplift at joint 2 and 1941 lb uplift at joint 10. 6) Girder carries hip end with 7- 0.0 end setback 7) Special hanger(s) or connectionls) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74. 0, 4-8-- 154.2. 8-11 =-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads fib) Junaidis Bud man, FL Lie 045 t Vert: 16=-603.2 12--603.2MiTekIndustries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 A WARma - Verrm deefprs pongfnvil sm and R6ADNoms ON Tms Am RZvmm swz na r omum. tseew Design valid tot useonly with MOek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and kwded verticolty. Applicability of design parameters and proper Incorporation of component is responsibility, of buBdMg designer - not truss designer. Bracing shown is tot lateral support of individual web membets only, Additional temporary bracing to krsure stability during construction is the responsibility of the ereetor. AddBkmbl permanent brIscing of the ovetoll structure is the responslbMty of the building designer. For general guidance regarding tabrlaatbn, quality control storage, delivery, erection and bracing, consul) CST-04 Quality Standard, DSI.89 Bracing SpecMcatlon, and NIB-91 M iTek Handling Installing and Bracing Recommenslallan available fromTrussPlateInstitute, , 5D'Onoelo Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 1'/ * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates I /s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-NallJoMt/Plate Placement Chart. 7T_V1AFi 0 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. lCBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. M Teke PANEL Z® '`CL1P FORM018.019 """"""'""` AFYORMAJR0 - j&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1"3 Mitek Holdings, Inc. Job russ russ ype ty y 15008178 DR1732D A9 ROOF TRUSS 1 1 Job Reference to tionaq s e Industries, nc. on Jun 09 10:53:16age t-09 44-4 9-0.0 14-6-0 20.0-0 25-6-0 31.0-0 35.2-12 40-0-0 !1-00 1.0-0 4-9.4 4-2-12 564) 5-a-0 5-6.0 5-6-0 4-2-12 4483 1-04) Scale = 1:70.3 5x6 = 5x63x4 = 5x8 = 3x4 = 6.00 12 4 5 6 7 a 2x4 2x4 i 3 9 4 2 10 711$ M1 y Us - 17 16 15 14 13 12 Us Us = 34 = 3x4 = Us = 3x4 = 3x6 9-0-0 16-4-0 2341-0 - - 31-0.0 - _ -'- - -- 40-0-0 9-0-0 7.4-0 7-4-0 7.4-0 i 9-04) Plate sets , - - - , - , - LOAbING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) -0.32 15 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 VertlTL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.18 10 We BCD) 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-9 oc purlins. ROT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 =1952/0-8-0, 10 =1952/0-8-0 Max Horz 2=-1160oad case 5) Max Uplift 2=-689(load case 3), 10=-6890oad case 2) FORCES 0b) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3335, 3-4=-3068, 4-5=-2774, 5-6=-3797, 6.7=-3797, 7-8=-2774, 8.9=-3068, 9.10=-3335, 10-11=17 BOT CHORD 2-17=2925, 16-17-3657, 16-16=3657, 14-15=3961, 13-14=3657, 12-13=3657, 10-12=2925 WEBS 3-17=-206, 4-17-1006, 5-17--1160, 5-15=376, 6-15=-261, 6.14=-261, 7-14=376, 7-12--1160, 8-12-1006, 9-12--206 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 689 Ib uplift at joint 2 and 689 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 f MiTak Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Gert.#6634 4, WA&VNG - verW deafyrrs pa maifsOo x and READ NOMS OJVrare AND NEV6Re6 WM MIVO86 VSZ- enaivnnis Design valid for use only with Mriek connectors. This design is bated only upon parameters shown, and is for an Individual building component to be Installed and loaded verlloolly, Applicability of design parameters and proper Incoipotation of component Is tespon"y of building designer • not truss designer. Brocing shown Is fa lateral support of Individual web members only. Additional temporary bracing to Inure dablilly during construction Is the tesponslbllity of the er"llot. Addiional permanent brbclrlg of the overall structure Is the rlsponslbMlty of the building designer. For general guldance iegording lobiloation, quality conhol, storage, delivery, voctlon and bracng, consul OST+aa Quality Standard. 031-69 Bracing Speclflcatbn, and Hill-91 MITe^® Handling Instailirm and 11molnq Recommendation avaMR ablefromTrussateInstitute, 583 D'Onoelo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 CrLr: 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. I.- This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 93WI3-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. M Teke TM iPANEL CLIP FORM018,019 General Safety dates Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, f no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1"3 Mitek Holdings, Inc. Job I ruse Truss Type ty y 15008179 DR1732D AG1 ROOF TRUSS 1 1 Job Reference to tionaq sFebt e industries, nc, on Jun age 11-04 7-1-5 I 13.6-0 20-0-0 i215-01 27-5.13 33-5-11 1 40.0.0 41-0Q 1-0.0 7-15 6.4-11. 88-0 1-6-0 5.11-13 5.11-13 6-" 1-" Scale = 1:71.8 5x12 It 5 4x6 6.00 F,2 6 06 G 34 4 Us i 5X76 3 8 502 = 16 7x8 — 6x8 = a 1 2 9 1010 d 5x10 = 3X6 ' 18 14 13 12 11 d Us — 2.50 F12 5x8 = 6.11-0 13-6-0 19-0-0 21-6-0 I 27.5.13 335-11 40-0.0IF 6-11-0 6.7-0 5-6-0 2.6.0 5.11-13 5.11-13 685 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) 0.12 2.20 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Ven(TL) -0.18 2-20 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.03 16 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 326 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or oc purlins. BOT CHORD 2 X 4`SYP No.2D "Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3' OTHERS 2 X 4 SYP No.3 REACTIONS (lb/Size) 2 = 686/0.8-0. 16 = 2444/0-4-0, 9 = 817/0-8-0 Max Horz 2 = 22811oad case 4) Max Uplift2=-345(load case 4), 16=-848(load case 4), 9--5331load case 5) Max Grav 2 = 721(load case 6), 16 - 24440oad case 1), 9 = 9560oad case 7) FORCES (IN - First Load Case Only TOP CHORD 1-2 = 30, 2-3--1130, 3-4 - 256, 4-5 -1365, 5-6 =1019, 6-7 - 684, 7-8 = -440, 8-9 = -1082, 9-10 - 34 BOT CHORD 2-20=932, 19-20=823, 18-19=21, 17-18=41, 4-17=367, 16-17=-128, 15-16=-568, 13-15=103, 6-15=461, 13-14-0, 12-13=4, 11-12=862, 9-11 =865 WEBS 3-19=-211, 17-19=1058, 3-17=-1069, 4-16=-1067, 5-16=-1383, 6-16=-581, 12-15=393, 7-15=-853, 7-12=173, 8-12=-642, 8-11=151 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 8; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection- (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 2, 848 lb uplift at joint 16 and 533 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lie #45 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARMNO - Ver(& deetyret parameterm and RI! AD 11OMS ONTWO AND REVERSE SIDE BEDORE VSE. rkew® Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is rssponslbllty, of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the ascloi, Additional permanent brbclnp of the ovsral structure is the tesponslbgtty of the building designer. For general guidance regarding tabrlcatlan. quality conlral, storage, delivery. emotion and bracing, cornu8 OST-88 Quality Vandard. DSI.69 gracing Speclficallon, and MIS-91 MiTek® Handling Installing and Iroclna Recommendation available from Truss Plats laInstitute, 563 D'OnoeDrNe, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing. BEARING gn Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N s MiTek• OfMaa aM0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. Tµ PANEL cup 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Iruss ruse ype ty y 15008180 DR1732D AG2 ROOF TRUSS 1 1 Job Reference lions!) sFebi eindustries,1100, on Jun OV IO:b3:1age r-0-01 6-11-0 + 13-0.0 04-11-0, 20-6.0 ,PMI 1-0-0 6-11-0 6-7-0 /-5.0 5-7-0 1-0.0 4x8 II Scale =1:%6 20 it e.00 12 2xa II 5 2x4 II a 2x4 11 8 5x8 i 7 I 3 602 = 2x4 11 9x4 — 4x12 II I I 2x4 11 II 4 II 2x4 112x411 0 2 = 1 2x4 11 3x4 % 8 2.50 12 2x4 II 2x4 11 6.11-0 13-5.4 1W 19-2-0 120M Ir- 6-11-0 6S4 0-0-12 5-8-0 1-" Plate Offsets - - - , LOAbING (sf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.05 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.12 2-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.04 9 n/a BC% 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 137 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4SYP No.2D 'ExceptBOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6- 8 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 8 SYP No.2ND REACTIONS ( lb/size) 2 = 689/0-8-0, 9 =1011 /0-8-0, 6 - 372/0-8-0 Max Horz 2=369(oad case 4) Max Uplift 2 = -278(load case 4), 9=-482(load case 4), 6=-214(load case 5) Max Grav 2 = 689(Ioad case 1, 9-1011(load case 1), 6 = 3960oad case 7) FORCES, -( lb) - First Load Case Only TOP CHORD 1-2 =15, 2-3 =-933, 3-4 - 214, 4-5 - 214, 5-6 = -14, 6-7 = 20 BOT CHORD 2-10-838, 9-10-0, 8-9=-946, 4-8=-293, 6-8=13 WEBS 3-10--158, 8-10=945, 3-8=-1040, 5-8=-307 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2, 482 Ib uplift at joint 9 and 214 lb uplift at joint 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #46 i MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARMO - v r Mdoo 1pn parameters and R &W auras ON THIS AND 1BJSVaRBa MW BXr0= use. Design valid let use only with MRek connectors. ThN design b based only upon parameter drown, and Is for an Indh4dual building component to be e Installed and leaded vertlnaty. Applicability of design potatneWls and props Inc iporatlon of component It iespon"y of building designer - not puss designer. Sracing shown Is fa lotetal support of Individual web members only. Additional tempotory bracing to Insure slablilly during condruction Is the responsibility of the erects. Additional permanent bdscing of the overall shuctum Is the responsibility of the building designer. Fot general guidance regording fobricatWn, quality conitot storage, deRwry, erection and bracing, consull OST-88 Quality Standard, OSB-89 Bracing Specification, and Hill-91 Handling Indollina and BraoNq Recommendallon avath able omOuts Plate Institute, SS3 D'Onohb Drive, Madison, WI 63719. MiTek® Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause PrOpe" 13/14 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachC7 other, o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate h, 0 Q o joint and embed fully. Avoid knots and wane plates'/a"from outside edge of ca a at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chordsplices o at /4 panel length(* 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, For tabular plating forma# refer to the MITek/ Gang-Nall Joint/Plate Placement Chaff. PLATE SIZE The first dimension is the width 4 x 4 Perpendicular to slots, second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING V nA Indicates location of joints at which bearings (supports) occur. FORM6, 019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N El• MiTek• PANEL TMG-:CUPHMPO." N 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. Job Truss Truss Type ty y 15008181 DR1732D B ROOF TRUSS 1 1 Job Reference (o tionaqsFebeindustriesnc, on Jun 09 10:53:19age 5. 2.12 10-4-0 F 1554 21.1-0 22-1-0 5. 2-12 5.1-4 5.1-4 5-7-12 1.0-0 Scale = 1:39.0 Us = 3 6. 00 12 2M \\ 2x4 2 4 1 5 e I Us 11 3x4 = 6 7 3x4 = 3x4 = 5x6 = 6- 11-3 13-8-13 21-1-0 6- 113 6.9-11 7-43 Plate Offsets : 1 Edge,0-0- 141, - -12, Edge],- - - LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.13 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 5 n/a BCD6 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-8 oc purlins. BOT CHORD 2 X 4 SYP `No. 2D BOT CHORD Rigid ceiling directly applied or 8-10.8 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS ( lb/size) 1=972/0-1-8,5-1076/0-8-0 Max Horz 1=-1440oad case 5) Max Uplift =-377(Ioad case 4, 5--460(load case 5) FORCES 0b) - First Load Case Only TOP CHORD1-2=-1475, 2.3--1276, 3-4=-1290, 4.5=-1493, 5-6-17 BOT CHORD ` 1-8 -1290, 7-8 - 908, 5-7 -1314 WEBS 2- 8=-278, 3-8=439, 3-7-463, 4-7=-300 NOTES 1) Unbalanced roof live loads have been considered for this design.' 2) Wind; ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 1 and 460 lb uplift at joint 5. LOAD CASEIS) Standard Junaidie Budiman, FL Lie #46 t MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 WAMMNO - Vert& dealynsparanseten and R&AD Name ON TWS AND Ra1ZR= SWZ BJr"PS I =. W ass® Designvalid tot us* only with MITek connectors. This design is based only upon parameten shown, and is tot on IndWuol buNdinq component to: be Installed and loaded vertically. AppNaabWy of design parameten and proper Incoipoatlon of oxnponent is tesponsbOy of buNding designer - not truss designer. Siccing shown Is tot loWal support of IntlNlduol web members only. AddNbnol lemporary bracing to inure MobNNy during construction b the tesponsiblllly of The •recto.. Additional permonent brbcing of the ovetall slructum is the mspon"y of the buNdlnq deslgnet. For general quklance regoding 1abrloatWn, quaMV conhot storage, deNvery, election and btocing, consull OST-tla OualOy Standard, DSS-89 fte" SpecMlcallon, and HIS-91 MiTek® Handling InMOINnaandSteel" Secornmendalton avolloble tlom Pl ate ate "hb "huts. 583 D'OnohDIN*. Modlson, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Propefty 113/ * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 cu 2, Cut members to bear tightly against each other, o a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/8" from outside edge of v a o_ at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC. , panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates.. fabrication. For tabubf pkaflng formal refer to the MITek/Gang-Nall! Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011' continuous lateral bracing. BEARING gnA Indicates location of joints at which bearings (supports) occur. oo FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N o MiTek° PANEL` fM HYMMA/R 0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead food deflection. 8. Plate type, size and location dimensions shown indicate minimum plaiting requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiffng is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or piate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01 M M#ek Holdings, Inc. Job Isuss Truss Type ty Y 15008182 DR1732D BGAB ROOF TRUSS 1 1 Job Reference (o liana)) s e t e n ust- %, nc. on un U9 110:53:20age 1 00 10.9-0 2150 M-6-0Ei 1 1-0.0 10.9-0 10-9-0 1-0-0 Scale - 1:39.2 4x6 = 7 2x4 11 20 11 6 a 6.00 12 2x4II 2x4 II 5 9 20 tl 2x4 11 4 to 2x4 11 2x4 11 3 11 2 n Iml 181 n 12 1 13I 3x4 a 22 ' 21 20 19 16 17 16 15 14 9x4 2x4 11 2x4 11 20 11 20 It 5x6 = 2x4 11 2x4 II 20 11 2x4 11 21-6-0 21-6-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.05 Vert(TL) 0.00 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 12 n/a BCM 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/dell = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 212/21-6-0, 18 =172/21-6-0, 19 =187/21-6-0, 20=192/21-6-0, 21 -171 /21-6-0, 22 = 241 /21-6-0, 17 =187/21-6-0, 16 =192/21-6-0, 15 -171 /21-6-0, 14 = 241 /21-6-0, 12 = 212/21.6.0 Max Horz 2=-134Uoad case 5) Max Uplift2 = -650oad case 4), 19=-1111load case 41, 20=-121(load case 4), 21=-10911oad case 41, 22=-143(load case 4), 17=-108(load case 51, 16--122(load case 5), 15=-109(load case 5), 14=-142(load case 5), 12=-900oad case 5) Max Grav 2 = 212(load case 1), 18=172(load case 1), 19=1931load case 61, 20=1920oad case 1), 21 =171(load case 6), 22 = 241(load case 6), 17=19311oad case 71, 16=192(load case 11, 15-171(Ioad case 7), 14 - 241(load case 7), 12 = 212(load case 1) FORCES 0b) - First Load Case Only TOP CHORD 1.2=33, 2-3=28, 3-4=-56, 4.5=-51, 5-6=-52, 6-7--52, 7-8=-52, 8-9=-52, 9-10=-51, 10.11 =-56, 11.12=-65, 12-13=33 BOT CHORD 2-22 -17, 21-22 =17, 20-21 =17, 19-20-17, 18-19 -17, 17-18 =17, 16-17 -17, 15-16 -17, 14-15 =17, 12-14-17 ' WEBS 7.18=-132, 6-19--147, 5-20=-151, 4-21 --137, 3.22--184, 8-17=-147, 9.16=-151, 10-15--137, 11-14=-184 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1,33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 2, 111 lb uplift at joint 19, 121 lb uplift at joint 20, 109-lb uplift at joint 21, 143 lb uplift at joint 22, 108 lb uplift at joint 17, 122 lb uplift at joint 16, 109 lb uplift at joint 16, 142 lb uplift at joint 14 and 90 lb uplift at joint 12. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.W34 ve,yy and R&W Nt;rcaa ON TWIS ANDJtXVXPJW aWlt BXFOR6 use. *•••® WAMNO Design valid for use onty with MRsk connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design poiameten and proper Incorporation of component is tesponslDRty of bustling designer - not true designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the ereclot. Additional permanent txbcing of the overall shuctute is the responsibility of the building designer. For general guidance regarding fabrication, quality contioL storage, delivery, erectlon and bracing, consull OST-era QualNy Standard, DSB-80 Bracing Sp"Ificaflon, and HIB•Ol Handling Installing and Btocing Recommendation available from Truss Plate Institute, 593 D'Ono4b Drive, Madison, Art 53719, MiTek® Symbols PLATE LOCATION AND ORIENTATION t3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering system J2 J3 J4 TOP CHORDS BOTTOM CHORDS Ji J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral tracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORK4018.019 TU PANEL tLIP 0 MYMMAIR® AGeneral Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 Job Truss russ ype ty y 15008183 DR17320 CG ROOF TRUSS 1 1 Job Reference Io VonsFeb1eindustries, nc. on un 09 10:53.21age 1-0-0 e-11-0 13-10-0 14-10-0 1-04) 6-11-0 8.11-0 1-0-0 Scales 1:26.7 4x8 3 2x4 II 2x4 11 8.00 52 2x4 11 2x4 11 8 2 2x4 11 5x6 = 2x4 11 c 4 2x4 11 2x4 I I i5I 3x4 = 2.50 F12 3x4 Z.- 6-11-0 13.10-0 r 6-11-0 8 11-0 Plate Offsets - [ - : : , - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.04 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.34 VertITL) -0.12 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.04 4 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min I/defl = 360 Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 722/0-8-0, 4 = 722/0-8-0 Max Horz 2=-9311oad case 5) Max Uplift2=-321(load case 4), 4=-321(load case 5) FORGES (b) - First Load Case Only TOP CHORD 1-2-15, 2-3=-1057, 3-4=-1057, 4-5=15 BOT CHORD; 2-6 - 950, 4-6 = 950 WEBS 3-6=519 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL'=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 2 and 321 lb uplift at joint 4. LOAD CASEIS) Standard Junaidie Budiman, FL Lic ft45 I MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert,#W34 0 WARNINO - Ver(& daaRpn paran rtams and RXM N"ES ON TBIS AND REVRIM BIDE B&"112 1186. ••••• Design valid for use only with MMek aonnectots. This design Is based only upon parameters shown, and Is fa an Individual building component to be Installed and loaded vertically. AppBaobMW of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the ereotot•-Addilloriall permanent brifcksg of the overall structure is the responslbWty of the building designer. For general guidance regarding fabrication, quality contioL storage, d* very, erection and bracing, consull CST-88 Quality Standard, DSM-89 Bracing SpecMloa*m, and HIB-91 MiTek® Handling Indalllna and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onolrb Drlve, Madison, W t53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a"'*For 4 x 2 orientation, locate plates 1 /8 from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. lI!I#jt% The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 a O x U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N s MiTek• NYDRO,AJB® TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, - 15. Care should be exercised In handling, erection and installation of trusses. O 1993 MiTek Holdings, Inc. Job I ruse Truss Type tY Y 15008184 DR1732D J ROOF TRUSS 14 1 Job Reference 10 ti0naq N-DA, s e e n uetr es, nc. on un 09 10:53-21age 1 -t-00 I 7.0.0 1.0.0 7-0-0 3 Scale = 1:20.5 e.00 12 2 4 2x4 = 7.0-0 r 7.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLM 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.24 1 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min 1/defl = 360 Weight: 24lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. SOT CHORD 2 X 4`SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) `" 3 = 233/Mechanical, 2 = 425/0-8-0, 4= 66/Mechanical Max Horz 2 = 225(load case 5) Max Uplift3 = -230(load case 5), 2--127(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=87 BOT CHORD 2-4=0 NOTES 1) Wind;-ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33, 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junsidie Budiman, FL Lic 045 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.fl6634 WAmom - Verft des4a paranseters, and nxw jwrxx oN Tuns AND js1Emm = a aamX6 u= taaiaaawip Design valid tot use only with MITsk connectors. lhk design Is based only upon patameten shown, and It tot an Individual building component 10 be Instaned and boded vettkx111y. AppSSwbWy of design parometen and proper incorporation of component Is tesponsblNty, of building designer • not truss designet, Brocing shown Is for lateral support of Individual web members only. AddlIbnol tempotary btaekng to Inswe slablilly during eonatuctbn Is the tesponslbilfly of the etectot. Additional permanent bfbtcing of the ovetal shucture Is the tesponsblMty, of the building designer. Pot general guidance I rttgotding tabrloat on, quality contfol, storage, delivery, etecibn and btocing, consult CST-N Quality Standard, OSI-89 Naotng Spechlaawn, and HIS-91 MHandlingInstallingandSlnptooReComittandatbnovalloblefrom,iruss Plate Instflute, $ea D'Onohb Dtive, Madison. WI63719. iTek Symbols Numbering System AGenera! Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other, 0 o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o at joint locations. truss and vertical web. 0 a 4. Unless otherwise noted, locate chords icespl' J ce C, 06 o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J$ J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, For tobtdar plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X Q perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4e ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING: nA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek* TM NFL FORM018,019 HMRO,AJTR 0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, sue and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in off respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. OO 1"3 Mitek Holdings, Inc. Job ruse Truss Type ty y 15008185 DR1732D K ROOF TRUSS 4 1 Job Reference to tional) s e e n ustnes, nc. on un UU 10:53:22age 1-0-0 5-0-0 3 Scale: 3/4*-1' 6.00 12 N 2 1 4 2x4 — FJ-O-0 J5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL- 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) ':: -0.08 1 > 210 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D SOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=336/0-8-0, 4=46/Mechanical Max Horz2 =164(load case 5) Max Uplift3=-161(load case 5), 2=-119(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 - 35, 2-3 = 58 BOT CHORD 2-4=0 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; h -18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and tight exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Fl. Lic #45 61 MiTek Industries, Inc. 14516 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WAiQATlM - Ver ftdesign pa umitr,tm and R&W t1OM8 ON TiAB AIW 7FlZ:i+6R14B SM BZ"R6 V86. weep Design valid toi use only with Mft*k conneetott. Thk design k boxed only upon poiametert drown, and It for an Individual building component to bs InsloNed and looded vertioalty. Applicability of design potamelen and pmpei Incorporation of component Is respondbaty of building designee - not hues designee. Bracing shown k for btsial support of Individual web members only. Additional lempoiary biocing to Mute stability duilrp condiuctbn It the responsibility of the erects. Additional permanent bibcln9' of the overall stiuctum It the i"ponsbUy of the building deslgna. For general guidance iegoiding tobrk:otion, quality conhol, storage, detvery, erection and bracing, consult QST-aa Quality Standard, DSO-89 Bracing SpecMcalk^ and NI4.91 Nandllnq instolitm and arming Recommendation available from Truss Plate Instilute, 6" D'Onohb Diwo, Madison, W 163719. M iTek Symbols PLATE LOCATION AND ORIENTATION 13/ * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 a: 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. 7wj1 ffff i Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM016.019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke NYORO,A/Rc TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 A panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'rf no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. 15. Care should be exercised in handling, erection and installation of trusses. t 1993 Mitek Hollings, Inc. Job ruse Truss Type ty y 15008186 DR1732D L ROOF TRUSS 4 1 Job Reference to tionai) s e 1 e n ustnes, nc. onJun 09 10:53: Z3 200 Page t-0 0 3-0-0 1-0-0 3.0.0 Scale = 1:10.3 6 00 12 2 1 4 r 2X4 — 3-0-0 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCL6 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=254/0.8-0, 4=26/Mechanical Max Horz 2-1030oad case 5) Max Uplift 3=-91'(load case 5), 2--118(load case 4) FORCES 0b) - First Load Case Only TOP CHORD 1-2 - 35, 2-3 =-62 BOT CHORD 2-4=0 NOTES 1) Wind: ASGE 7-98 per FBC2001; 120mph; h- 18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 118 lb uplift at joint 2. LOAD CASE(i) Standard Junaidie Sudiman, FL Lic045,161 MiTek Industries, Inc. ` 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 wmm - VerW deelt n parameters and, iwAD Norxs oN T=9 AND tie1 Emw me amwitz Use. * Design valid for use only with MRek connectors. This design k bared only upon parameters shown, and k for an Individual building component to be installed and loaded vertloaby. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown k for laWal support of Individual web members only. Additional temporary bracing to Insure stability during construction k the responsibility of the erectof. Additional permanent brbcing of the overall structure k the responskNBty of the building designer. For general guidance regarding tobrlcatbn, quality control, stotage, delivery, erection and bracing, consult QST-ae Quality standard, OSS-89 Bracing Speabloallon, and HIS-91 Handling hutalllna and bracing BceammendatloTr navailablefromDunMier Institute, Sag D'Onokio Drive. Madison, W1$3719. M iTek® Symbols PLATE LOCATION AND ORIENTATION t'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,ya„ 0 For 4 x 2 orientation, locate 0 plates I/s" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITok/Gang-Nag Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4010, continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N G M MiTek® NYDIO,AIR PANEL TY CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. Job ruse Truss Type ty y ORHORTON 15008187 DR1732D M ROOF TRUSS 4 1 Job Reference (o tional) s e t o n ustnes, nc, on un age 3 1-" 1.0.0 Scale = 149 6. 00 12 2 4 1- 0-0r 2x4 = 1-0-0LOADING TO) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLIs 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2.X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS ( lb/size)'-3--17/Mechanical,2=179/0-8-0,4=9/Mechanical Max Horz 2=55(load case 4) Max Uplift3--23(Ioad case 51, 2--119(load case 4) Max Grav 3=28f1oad case 41, 2-179(load case 1), 4=9(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1.2 - 34, 2-3 =-43 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h -18ft; TCDL = 4.2psf; BCDL = S.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33, 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASEISI Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WeRNM - veryy deetyn pamm.tem and R&W NOTES ON TWOAND RXVZRM &WX Off"RX use. ••,•• Design valid too use only with Milek connectors, Thk design Is based only: upon patameters shown, and Is lot an IndWuol building component to be Installed and boded vertically. AppNcabNNy of design parameters and proper Inootpwatbn of component Is iesponsibNNy of building designee - not hue designee. Bitting shown is for lotetal support of Individual web members only. Addltbnal temporary bracing to haute stabNNy duting eonshuctbn is the iesponsibll" y of the erector. Additional petmonent brboing of the oveiall shucture Is the tesponsibhI y of the building designer. For genial guidance iegording tabibatbn, quality contio6 storage, dory, erection and bioeing, tonsull CST-tla CublNy Standard, DSS-69 bating SpeaMlcatlom and 114-91 ® Handling Ingalllna and Sofbtt racing NecommmWavailablehornTiuss Pble Institute, 583 D'Onohlo DoNo, Madison, WI63719. ' Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01 t'A *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property I securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachG1other. o Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O 3 o joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a truss and vertical web. o a- 4. Unless otherwise noted, locate chord splices I/4ce o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITsk/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-76, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 001, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. MiTeke MM TM PANEL Foaneoie,oio `""'-^'a1t NYDRO A/Rl' ' CL1P 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. ob Truss Truss Type Qty Ply D R HORTON 15008188 R1732D S ROOF TRUSS 2 1 Job Reference o tonal ACCU-SPAN-DH, LONGWOOD, FL 5.000 s Feb 6 2003 MiTek Industries, Inc. Mon Jun 0914:34:14 2003 Page 1-" 5-2-5 9.10.13i 1-&0 S2-5 4-8-7 I+SCW 1:20.2 424 13 3.4- 3 2 e 72M II 6 5 3.4 U4= 5.2.5 9-10-13 5.2-5 4.8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATESGRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDI,, 10.0 Code FBC2001 Matrix) 1 stLC LL Min Wall = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 $YP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-1`5oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 4=312/Mechanical, 2=515/0-115, 5-426/Mechanical Max Horz2=280(lood`case 2) Max Upliffl=-277(load case 5), 2=-192(load case 2), 5=-138(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-8=29, 2-8=29, 2-3=-935, 3-4=76 BOT CHORD 2-7=854, 6-7=854, 5-6=0 WEBS 3-7=167, 3-6=-931 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph, h=18ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 4, 192 lb uplift at joint 2 and 138 lb uplift at joint5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=49.5 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A, WARMm - Yer{ jjf dtfaig n pa mowrters and READ MOMS ON TWO AND RNMARS$ SM BXMR6 LEM Design valid tot use only with MRek cgnneclom Thb design Is based only upon patameten shown, and k lot an Individual building component to be Installed and loa led venticaNy. Applicability of design pararnOws and proper Incorpotatlon of component It iespom bMy of building deslgnet - not buss designet, Sracing shown k tot lateral support of individual web members only. Additional tempotary bracing to Inswe stability during construction k the mspondblllty of the etectot; Additional peimanent bt1scslg of the overall structure k the tespohslaMid lty ofthebuildingdesignet. For general guidance iegoiding labricatlon, quality conhol, storage. dellvety, election and bracing. consull CST-eR Quality Standard, DSS•89 Stgoing Speclllcallom and HIS-91 Handling Installirm and NacbW Recommendation available from Trua Plate Institute. 583 D'Onoblo Drive, Modkon, W163719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 01 13/a *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates I/s" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Milrek/Gang-Nall Joint/Plot* Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARM EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM rMELip3LFORM018,019 HMRO,A/RO General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ob Tntss Truss Type oty Ply D R HORTON 15008189 iR1732D A2 ROOF TRUSS 2 1 Job Reference CCU-SPAN-DH, LONGWOOD, FL, TIM 5.100 s May 30 2003 MiTek Industries, Inc. Mon Jun 0910:53:11 2003 Page 1-0 7-1.5 F 13-2-0 20-0.0 ,2Rl.". 27-&13 33-5.11 40.04) 4-04' 1-0,0 7-1-5 6-0-11 8.10-0 140 5.11.13 5.11-13 s-e-5 1-0-0 Scale 1:71.5 5x8 = 5 4x8 6.00 F2 8 Us G 3x4 4 7 usi 5xe 3 8 5x12 = 18502 " 6x8 = Ra 2 0 d 1 9 10 Ibd 3x8 — 19 18 14 13 12 11 Us — 3x4 = 20 11 2x4 11 5x8 = 2x4 11 6-11-0 13-2-0 19-0-0 , 2148-0 , 27-5.13 33-5-11 40-" 1_ + 6-11-0 6.3-0 5-10-0 2.8-0 5-11.13 5.11-13 6-6-5 Plate 2ffsets X Y : 3:0-3-00-3 0 8:0-3-00-3-012:0.4-00-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFLin (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.08 2-19 >999 360 M1120 249/190 TCDL* 7.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.06 1 >299 180 BCLL° 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 16 n/a n/a BCDL %0 Code FBC2001/ANSI95 Matrix) Weight: 253lb LUMBER BRACING TOP CHORD 2 X 4 SYP No;2D TOP CHORD Sheathed or 5-3-0 oc purlins. BOT CHORD 2 X 4 SYP N0.2D *Except* BOT CHORD Rigid ceiling directlyapplied or 6-0-0 oc bracing. 15-17 2 X 8 SYP No.2ND WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) 16= 2432/0-4-0, 9=823/0-8-0, 2=693/0-8-0 Max Horz2=-229(load case 5) Max Uplitil6=-841(load case 4), 9=-540(load case 5), 2=-349(load case 4) Max Grav16=2432(load case 1), 9=961(load case 7), 2=724(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 35, 2-3=-781, 3-4=-115, 4-5=1338, 5-6=993, 6-7=657, 7.8=-452, 8-9=-1094, 9-10=34 BOT CHORD 17-18= 45, 4-17=440, 16-17=77, 15-16=-547, 13-15=103, 6-15=463, 13.14=0, 12-13=4, 11-12=873, 9-11=877, 2-19=592, 18-19=10 WEBS 3-19=-346, 3-17=-608, 4-16=-1226, 5-16=-1392,6-16=-560, 12-15=408, 7-15=-841, 7-12=1 64, 8-12=-641, 8-11-151, 17-19=784 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98; 12omph; h=18ft; TCDL=4.2psh, BCDL=5.0psf; Category 11; Exp B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 841 lb uplift at joint 16, 540 lb uplift at joint 9 and 349lb uplift at joint 2. LOAD CASES) Standard Junaidie Budiman, FL Lie # 45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Q WARN/M - Vora jy de,dgn pcuramstmand lid lV MS ON7=8 ANDMOVEMM SM B IPORX VX8. +•rr® Design valid for use only with Mnek oonrwclors. This design is based only upon parameters shown. and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsbisty of buiding designer - not truss deslgnei. Siccing shown is for lateral support of Individual web members only. Additional temporary bracing to inure stability during construction is the iesponsblsty of the eiector. Additional permanent brarcN of the overall structure is the responeJbWty of the building designer. For general guidance iegoiding fabrication, quality control. storage, delivery, erection and bracing, consull OST•811 Quality standard, Dss-89 /racing speoftatlon, and HIN 91 Handling Install no and Bracing Room mendatlon available from Truss Plate Institute, $93 D'Onohio Dille. Madison, WI 53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 13A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 0 U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-76, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N tee El MiTeke PANEL TM CUP GAAM-NAILIIYDA AIB General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A panel length(*- 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, . 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional _ engineer. 15. Care should be exercised In handling, erection and Installation of trusses, 01 M Mitek Holdings, Inc. Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mTlemasters.xls PAGE DESCRIPTION DRAWING 0 / REPORT # SERIES INDEX MASTER FILE NUMBER 1 i jwsTALLATION DETAIL WI TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 . 2. INSTALLATIO DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 1000 3 INDEX 4 INDEX ' 6 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 JINSTALLATION DETAIL SOL. HUNG FLANGE WINDOWS JFLEXM9 IFLEX0020 IFLEX0016 11000 11000 11000,1500 & 2000 6 INDEX .` 7 INSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW JFLEX00211 FLEX0018 11000,1600 & 2000 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001750 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 MASTER FILE NUMBER 5 SLIDING GLASS DOORINSTALLATION WITH TAPCONS JFLEXMI 1000,1760 & 2000 1500,1000 & 2000 13 INDEX' . 14 IsUDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER flLrz NUMBER 6 .. .::. . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 1500,1000 & 2000 1000 11600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 1¢ FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES iHMFINTW 1000/1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLATW 1000 / 1800 i8 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 114MFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFtN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG 1100011500 22 ' INDEX',- 23. FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 12000 1000 / 1500 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG?W 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HUFLO 2000 30 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS / D SIGN PRESSURE CAPACITIES 12VMFLO 12000, Pape 1 0I 1 mllem ste+s ids TEST REPORTS VnMW" BY rWitt A EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE NCTL-210-2319-1 A 53 1 /8" X 72" NCTL-210-2327-1 72" X 72" DESCRIPTION SER.. 1000 SINGLE HUNG 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 MASONRY OPENING BY OTHERS ONE BY WODD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE l WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK By OTHERS GLASS LTYP.) - cSEE NOTES) WINDOWHEIGHT PERIMETER CAW' By OTHERS a CAULK BETWEEN iimwW FLANGE L PRECAST SILL V/VULKEM I16 ADHESIVE CAULK OR APROVED EOL. CNE 9r WOOD OR 10 I OPENIASUCKBYOTHERS7CONCRETEBYOTHIERSCAULKBETVEENWOOD BUCK L MzS'Y. OPENING BUCK WIDTH Yi/.•14M EIIxaItnM Br OTHERS SHIM AS REO'D. D INSTALLATION ANCHOR FLANGE TYPE 1/4' MAX. 3/16' DIA, TAPCON WINDOW FRAME LSEE NOTES) SHOWN 'SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' D1A. TAPCON SHOWN 'SEE NOTE 9) p I: p 1-114' MIN. Q EMBEDMENT GLASS cMP.) SET: NOTES) O CAULK BETWEEN41,11\ vINDDv FLANGE t WOOD BUCK PERIMETER SHIM AS REO'D. CAULK 1/4• MAX. BY OTHERS FLEE NOTES) WINDOW WIDTH FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETVEENHEADER SECTION B—B woS'Y.OPENING BY OTHERS BUCKHEIGHT WINDOW HGT. I K- FLANGE TYPE WINDOW FRAME SILL 9 WINDOW WTH. --j ELEVATION VIEWED FROM EXTERIOR V I \- SILL STOOL . C By OTHERS PRECAST SILLi`S By OTHERS C SECTION A-A1'p.. 2 1 2V% TAPCON LOCATION CHART CALL TIP TO LOCATiONS 11 HEAD LOCA ION 1N JAMB Up sr TOSIZETIP507TO 022 74 x 26 C.0 C.0 Li I,J D23 7A x 38 3/e C.0 S.C.D.E I.J.K,L LJ.K.L 02 7. x SO 5/8 C.O S.D.E I,J.K,L 1 6 1 4 A 0 Y C d. .L D33 104 1/4 x 30 3/e I B.C,Cs 3 D E U.K1 I ux t flu 1 1/A X 8.0 C A 2 ^: F I,J.K,L I G H I.J.K.. T22 III x 96 Lr. j U . T23 III 136 3/0 I B.0 ^ 1 A ° .D E.F LJ.K.L U.K.L T A III x B.C.G.E A? C Q.E.F Ia KA I U2 lzo a Z5 i.. .i I.. ,L I,J,K,L M3 120 x 3e 3/1 B.C.0 A.i.CAt F UlL1 U:K.L 1 1. x GJy IaJc : I.J K 6020 72 x 24 J Y 1,J 6030 72 x 36 C.D 3S.D.E AS C.G C,D,E IJX1 I 1J,Ka 7020 64 x { 7030 8. x 36 B.C.0 2.C.0.E 1,JJLL I.JA t 7040 a S B.GC - Q.E 1A.K.L W.K.I. 96 x. 24. o.. . 8030 96 x 36 B.C.0 r 2, CA.E I,JJLI I.J.K.LB.0 E A.3 C.DE.F I.J.K' G SON 103 x 24 @,L. • LiI.J.K.L 9030 108 x 36 B,Cf., I B.CA.E I.J.K.L 1..l.K,L A. C ,= AS.C.D.E.F 1 10020 120 x 24 C.J 1„I I.J.K.L 10030 1 120 x 36 B.C.L t 4.E.C.O:E.F I•J,K,t I,JJI.L 10040 120 x 48 B.C.C' AB.C.D.E I,J,K1 LJ.K.L NOTES. . 3) SHIA AS REO'D. AT EAC- INSTA-LATION ANCHOR. MAx. A -LOVABLE SHn1 STACK TO BE 1/4'. 2) VANDOW FRAM£ MATERIAL: ALL.MI:NVM ALLOY 6063. 3) UPCON INSTALLATION A.tiC.NOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE UIL EUE'EDwNT'OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SKJCOI2ED ACRYLIC CAULK BEHIND wwDOw F-ANGE AT HEAD & DAUBS. SILL MUST BE ATTACHED TO THE SUSSTR,CE 1WTH VUtKEM 116 ADHESNE CAULK OR ArPRDVEO E3UAL. H S) USE SILICONIZE'0 ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OuANT1TY LISTED wRH NEXT LARGER 9ZE. FOR Tr.E APPROPRUTE DESIGN PRESSURE REOD. J B 7) CUSS THICKNESS MAY vARY PER THE REOUIREMEn S OF ASTM £1300 GLASS CMARTS. 8) LETTER 0MG.VAATIOnS ON THE TAPCON LOCATION C DIRT e+DICATE WHERE TAPCON ANCHORS ARE TO Er INSTALLED WHEN US'Hk THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W- /a STREWS OF SUFME%' LTM TO PROVIDE MIN. 5/8 IN. EMBEOME'.T wTJ WOOD BUCK. 10) APPLICATION OF VULKEV I IE A:.!ESN? CAULK AT :?.AME SILL MUTT COMPLY wRH SEAW.- MANUFACTuPE?'S RECOMMEvOATQNS. II) wHERE WINDOW IS (WALLED r- MASCNRY OPENING WITH A STRUCTUAL TwoV BUCK. USE VO SS.:wS OF SUFFICIENT NGTM TO ACHIEVE 1- 3/8- MIN. E4MBEOM :T AT .".L IN37ALUTION FA:TENER LOCATIONS. 230 WTERM14TIpU1t MWT- :.:IL ZW, ML4-- Jv. H-L..:A It— H'HR/S - . —— t SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN t1SHEATHING \ INSTALLATION ANCM34 •8 SCREW STUCM OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYPa SEE NOTE 7) MIX TWO By WOOD W.TBY OTHERS 1/ 4' MAX. SHIM SPACE AS RE" NOTES) WINDOV WIDTH TWO BY WOOD — BY OTHERS SHIM AS Ri SEE NOTES) 1/ 4' MAX SHIM SPACE CAULK BETVE;N FW INDON W FItSNEATHi1' MIN. EM3EDHENT WINDOW WIDTH FIN TYPE 24. CIC. WINDOW FRAME 1 MAX HEADER t LmYP.) A i GLAZING NOTE7) PERImETERSEE NOTE ACAULKSHEATHINGWINDOW j EOLULLYBYGTHERSByOTHERSHEIGHTSPACEANCHORSFINTYPE WINDOW STUCCO OR WINDOW ; (TYP.) FRAMEJAMBSIDINGBYINSTALLATIONHEIGHTOTHERS ANCHOR •3 SCREW SECTION B-B A II 5 MAxJ 24. (TIP.) rtiYPx FIN TYPE MAX ( T xP.) WINDOW FRAMESILL 6' MAX. ( TIP.) ELEVATION Vt£ D M- CUERI OR MARBLE SILL STOOL BY DtIiERSr• T.L: r sl a ANOBS PERSMETER . •+ • As-F. T) SHIM AS REO"D. ADJACENT i3 EACH uaStA;:LtK4( A+.CHCP. MAX. Au0wA.2LE SMw STACK t0 BE 1/4 CAUL BY OTHERS '/3Dv= ii BIM: 2) WINDOW FRAME NAMR%f ALUuwtw ALLOY 6063. jDA A5 vy>CRS 3) e(STALIATON ANCHOR MUST BE OF SUFFIC.E)4 LTN. TO ACHEVE Mw. EMBEOMEMT OF I' INTO WOOD FRAME MEMBER. A. T 4) USE SR)CONIZED ACRYLIC CAL" BEMW IY.NODW f:N A' HEAD. SILL k JANi 1/4• SHIM ._ ! --.-,. --_.. S) USE SnLICOMIZEO ACRYLIC CAULK FOR PER-VETER SEAL AROUND EXTERIOR OF WINDOW FRAME. INSTALLATIONSPACE MAX 6) GLASS TMICKNESS MAY VARY PER THE RE:xRf ENTS Of ASTu E1300 GLASS CHARTS.. ANCHOR 98 SCREW 7) INSTALL INSTALLATION FASTENERS AT 6" MAX. FROM COR,v_RS AND MAX. 24- O.C. Di PRESSURE CAPAC17YOF INSTALLATIONS, Vr7M ANCHOR SPACING AS Si IS 70.0 PSF FOR StI OR ALL AvARABLE SIZES UP TO 73- x 7V M X, SIDING 0 BY SHIMASREO'D. OTHERS (SEE NOTES) CAULKBETWEEN WINDOW FIN 1 MlK . REV DESCRIPTION DATE INI INTERNATIONAL, t SHEATHING SHEATHING; EMBEDMENT ; OTHIYERS FLORIDA EXTRUDERS BY orH,£as SANFORD, FLO SECTION A —A TnU: INSTALLATTON DETAIL W/#8 SCREWS unC7 OI TTIT!i rip., ,rt"T i _ QC'DTCe I 212002 PR£AREO Br IRDLVCY t APCLI.AT[OM ENCaHEERIMG. INC.: ZS9 1NTERNAT1CIwL IKVY., A)liE 250. 1(A'-RDy, fL?:dA 22746 n+Old :7 fOS-C265 FAX 497 !OS-'JA 5 MIri TWO BY WOOD l BY OTHERSSHEATHINGyEMSEY+fNT I CAULK BETWEEN IT OTHERS 11WINDOWFIN6 . SMEATMING INSTALLATION ANCHOR RB SCREW STUCCO OR IiA• MAX. SIDOtTHHEaS SHIN SPACE t PERIMETER CAULK. BY OTHERS GLAZING CTVP-) SEE HATE 7) WINDOW EIGHT PERIMETER CAULK —N, IT OTHERS INSTALLATION ANCHOR 02 SCREW STUCCO OR SIDING Br CIOs CAuLX BETWEENWINDOWFIN t SHEATHING SHIN AS REO'D. FIN TYPE (SEE NOTES) VINDOW FRAME HEADER WINDOW WIDTH MAX. SHIM SPACE TWO WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) GLAZING (TYP.) -J SEE NOTE A WINDOW WIDTH FIN TYPE vINDGV24. O.C. jj MAX. 11 (TYPJ A FRAME LAND WINDOW EOUALLY SPACE FIN TYPE HEIGHT j ANCHORS (TYP) WINDOW FRAME SILL 1 pp MARBLE SILL STOOL BY OTHERS A W MAX. J zA• O.C. (TYP.) Max.. (TYP.) 6' MAXATYP) 1/4' MAX. 77fSHIM SPACE T SHIM AS REO'D. SEE NOTES) y SHEATMING EMBEDMENTITOTHERS f•MIx WOODTWO OTHERSBYOi)fRi SECTION A —A PERIMETER / CAULK J8YE!Tt STUCCO OR SIDING By OTHERS SECTION 8— CAULK BETWEEN WINDOW FIN L SHEATHING 1• MIN. EMBEDMENT SHIATHIMG IT OTHERS LT ION R3 SCREW WMES SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANC). MAX. ALLOWABLE SHIN STACK TO BE 1/4'. 2) wINDOw FRAME LATERAL: ALLMINUIN ALLOY 6063. 3) INSTALLATION ANCHOR MAT BE OF SUFFICIENT LTH. TO AQIICVE LAN. EMEEOM£NT OF T' INTO wow FRAME MEMBER. USE SILICOMIZED ACRY•JC CAULK KH OO WINDOW FIN AT MEAD. SILL & JAMBS. VATI N S) USE SIJCONAZEO ACRYLIC CALL( FOR PERIMETER SEAL AROUND EXTERIOR OF W94DOW FRAME. vtEW. M EXTERlok 6) CLASS THCKMESS MAY VARY PER THE REOLaREMENTS Of ASTM E1300 GLASS CHARTS. Ar!+ti I • G+ rMt^;. L 1 N +Y 7) MWALL g+STALLA: KI+ FAtsiRS AT 6' MAX. FROM OGRrERS as ..K.-. .a...6. .v'.4r• AND MAX. 24- O.C. DESIGN PRESSURE. CAPACITY OF y INSTALLATIONS W.m ANCHOR SPACING AS STATED. IS 70.0 PST LCi X I[: VANI# 'IRc FOR ALL AYAAA°iS 92E5 UP 70 119' X 49 5/8' wtX. i'oR DA E Rv Rs =. SITR Ful # i RE DESCRIPTION DATE IN] NAL INC. FLORIDA EXTRUDERS s FflRD FLORIDA TITLE: INSTALLATION DETA!L w/ #8 SC?EWS IORZ. SLIDING. FIN VINDOV XOX CONFIGURATION— SERIES 1000 i 1DRAWN BY: BB APPROVED BY. t } `G 2 V JDATE:12/17/O1 ISCALE.N. T. S. IDWG.. FLEXOO29 RRE ErADST. PROM, 0 AP LICATtON CMGBNEERIMG. w-. MO ImIC-10— MCWY_ 3:.12E 250. IKATMtOW. %MIDA 327.6 PHONE A07 WS-0363 iAX .07 ICS-0366 CONCRETE OR CAULK BETWEEN WOOD ONE By WOOD CONCRETE OR HASIINRY OPENING BUCK L MAS'Y. OPENING INSTALLATION ANCHOR BUCK BY CTHER$ 11ABr OTHERSDNRT OPEHLT) By OTHERS By OTHERS 3/16• DIP. TAPCON S 8.v. 1-vv Kp. ONE By WOOD / ( BUCK WIDTH) - M j EwclrcMl BUCK BY OTHERS 1/4 SKIMD p 1-1/4• MIN. FLANGE TYPE SPACE MAX. CAULK BETWEEN EMBEDMENT WINDOW FRAME SMIM AS REO'D. WU+iv FLANCx 4 p JAMS (SEE NOTES) IWOODINSTALLATIONANCHOR 3/16' DIA. TAPCON 6 TNECD -J 1 BY OTHERS LPERIMETER SnIM ASSEENOTES)ES) CAULK Wx By OTHERS WINDOW FLAt$.i TYPE H EIGHT) vtNDOV FRAME 14EADER GLASS (TIP..) cSEE NOTES) RIGID VINYL GLAZING BEAD TYPJ PERIMETER FLANGE TYPE CALB.K WINDOW FRAM DY OTHERS Sill Q CAULK BETWEEN v G WINDOW FLANGE VlPRECASTSILL ADHESIVE CAUK EBYOTHERS -SECTION A -A OR APROv£D EOL. W.W. A FA 8 C D E: W.H. G CALL TIP TO SIZE TIP TO 1H2 26 1/2 X 26 C IHS 26 V2 x Ss 3/6 C 1M4 26 N/2 x So S/6 C 26 1/2 X 56 1/4 CVASTt261/2 x 63 C 1/4• $MIN r 0 JJ $? ACE nAx. 23 137 , /6 RIGID v1Nn X so 5v2A37x50 /S GLAZ°MG BEAD 245 37 X 56 1/a A E L EV, VIEwE 4 is 37 1 72GLASS (i rP.) Sf_ NprESI 3233 53 1/5 X x 36 /6 34 53 1/$ SO $/a aS 53 t/6 x 56 t/a 35 53 t/6 x 63 6 53 Ila x 7 Bx CAULK BETWEEN 023 74 X 36 3/9 r,)CK WINDOW FLANGE 024 74 x SO S/3 GMT) L WOOD BUCK v 0245 74 x 56 1/4 025 74 x 63 PERIMETER 6"s 74 x_72 CAULK STUCCO 2OW20M 24 X 24 By OTHERS BY OTHERS 2omwM 24 x 36 W.W 2OW40M 24 x 46 20m46m 24 It 54 WINDOW WIDTH) CAULK BETWEEN 20MSOM 24 x 60 24SECTIONB-E :. OPPEENILNG 3OM20M 35 x 7224 NOTES. Or OTHERS 3OM30M 36 x 36 1) SHXM AS REO'O. AT EACH INSTALLATION &MCHOR. MAX. ALLOWABLE 3OOMM436 X 54. SKIM STACKTOHE1/4', 3OM50M 36 x 60 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY &%3. 3OW60M 36 x 72 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 40M30M 48 X 36 4) USE SIIJCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & 4OM40M 46 x 46 JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATEWITH VULKEM 4OM46M A6 x S4 116 Ao"ESIVE CAUL( OR APPROVED EQUAL. 4OU50MM 46 x 60 5) USE SIL1COwZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 40M60M 49 x 72 EXTERIOR OF WINDOW FLANGE. 46MZDM 54 x 36 6) IF EXACTWINDOWSIZEISNOTLISTEDINANC"DR CART, USE s6yy 54 x 46 ANCHOR OUANTM LISTEDWITHNEXTLAXCERSIZE. FOP. 714E 46M46M SA X 54 APPROPRIATE DESIN PRESSURE REO'D. 46MSOM 54 x 60 7) GLASS 1" ICKnESS MAY VARY PER THE PECIVIREMENTS OF ASTM E1300 4u S4 x 7 GLASS CHARTS. x e) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE SCU30M 60 x 36 WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE SOM40N 6o x 4D EXTERIOR ELEVATION AS A KEY, SOIA46M 6C x 54 9) ALL FAC70RY APPLIED MALES NOT DESIGNATED FOR ICON ANCHOR SOMSOw 60 x 60 SHOULD HE FILLED WITH /B SCREWS OF SUFFICIENT LT'H. TO PROVIDEsou60U 60 x 72 MIN. 5/3 IN EMBEDMENT INTO WOOD HOCK, SGM30M 66 X 35 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST 56040M 66 X 46 COMPLY WITH SEALANT MANUFACTURER'S 1xCOMMENOATONS. 56M46M 66 x SA 1 1) ONE ADW ONAL FIELD DRILLED & INSTALLED ANCHOP IS REO'0. IN 5SM50M 66 X 6O EACH JAMB ON THE FOLLOWING SIZES: -D25- (73 7 62). '026- 56u60u 66 x 72 Bnu60M• (71 171% PLACE 6OM20M C C C C C CC r CC C CC r CC CC Cr CC CC CC t0TO TO I TO I TO A 1 r C C CA O.M CA C C Gm C.H GJ1 C C CA C." G.n;IJ C C G. H CA CAJA C C CA C"JJ G,nJ.J C C G M C.HJ..J G ..0 C C G." G. G.M wG. C C G, h G.HJ.J G.'JAC C GJ4 G."JJ CJ1.t.J c C GJ1 GAJJ c-J.J C C G. HJJ G.hJ.J E.F.GxJ. 0 e.c G.H CA CnJ.J I. C CA G MJJ G MJJI,C v. 0I GJUJ G,"JJ 1 I.0 B.0 G.HJA G."J.J E F,C, J. 0 G.HJJ H.1,J f.N. A.J. 0 I A. 3.C.G I CH I GA4.j I G.)UJ B.0 A, 3.C.0 G.",IJ E.F:GAj J E.F r.M.I.. 0 A3.C, D GJt},J Ei,GA.I.J E.F. ,4ij e.c A.S C.O C.Mj-' E. c.N.I.J E.r.c.NJ.J C C G, H G.n G.N C C CA A CA C C CA CA GJ4JJ C C G." CAI CA C C CA Ch,IJ C C GA G "li GJ(J.J C C CA GJ4JJ GJ1.LJ C C G. MJJ GJIJJ E.F.G.n.0C B.0 G." CM G.MJJ C e.0 CA C"JJ GJ1JJ C B.0 CA Ili C m.0 C 9.0 G,H.JJ G.MJJE.F,C.MJ.JC 0 G, HIJ EF CNIJ MI D, J1 J/ e.0 3. c CA CAG,H}.J S.0 e. 0 GA G.nJJ CAJ.J e.0 S. 0 G.MJ.J C"JJ E.F,GA.I,J B.C. 9, C GJ/JJCAJJ E.F.CHJJ C 9.0 HI i41 1 1 FFrmlj G,n GM CA S.0 8.[ G." CAGJI}J B.0 e. 0 CA G,"JJ G.H}J H.0 S. 0 C.M.Ij G."JJ E,F.GJIJJ B.0 S. 0 G.n,+.J GJ4JJ E.F.C.M.0 B.0 c. 0 GAJJ . E.F.G}4.LJ F.C,HJ,J B.0 A, B.0 D CA G,H G MJJB.0 A. 2-C G.H CJ1JJ GHJ.J B.0 A. H,C ? G ".IJ I GJIJJ E.F CH}.J S.c A S.0 6' G ",1J E,F,G.nJJ E F G;MJ.J B,C A i.C.0 GJI.0 E.F.CAH u E F.G.M I l a. 3;1 V.. Gm 03 x 71). 56M60M (65 x 71), h ANCHOR BETWEEN ANCHORS - C AND i AND BETWEEN ANCHORS 'H 6OU40M 6mJ40u 72 x' 36 72 x 46 e.- 2.0 S. c B.0 A9.C.. A9.C.. G, n G." CH GJ1JJ GJ1JJ GJ4JJ AND J' OVER 55 PSr ONLY 6OW46M 72 x 54 e : 94 A.-.C,: C.M.4.J CAJ.JE .GJ4.I,J 12) WHEREWINDOW IS INSTALLED W 1/A$DNP." OPENING WITH A STRUCTUALENGTH 60MSDM 72 x 60 C 0.0 A :,C..^ Cn.IJ E.F.GJ4.LJ E F,: nJJ F' TWO BY WOOD BUCK. USE /10 SCREWS OF SUFFICIENT LTO 72 x 72 S.0 B C A.?.C.: G N J E.i C."JJ F H ACHIEVE 1-3/3' MIN, EMBEDMENT AT AL INSTALLATICN FASTENER ADDI T IDNAL ANCH RS RE 'D. S_E NOTE 11 LOCATIONS. ON SIZES NOTEDINNOTE #11 ADD A 1'0 SCREW ANCHOR TO MA JAMB FOR NOTED DESIGN PRESSUIRES. INTERNATIONAL, INC FLORIDA EXTRUDERS INTERNATIONAL, gGEI` AI AiJ FL'a:Djs FLORIDA L..4':.rs j TITLE: INSTALLATION DETAIL W/ TAPCORS HORZ. SLIDING FLANGE WINDOW — SEP.IES 1000 DRAWN By, - BB APPP. OYED BY: DATE:10/23/01 SCALE: NTS DWG.: FLEX0020 REPAiE7 61- P?Dp/ T L ArPi1CATIDM EYGtr¢E+:w. INC. 2SC tNlirw*I^ft4AL hcWY-. SJ1TC 25J. MEAT-43v, f: :,tA it746 PHW •:7 M'0365 r- .;- a05-03ii y i ONE By WOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE - WOOD BUCK CONCRETE OR ASONRr OPENING BYOTNEPS 6 CAULK BETWEEN (BUCK VIDTH) 'EMBEONENtWOODBUCKt MAS•Y. OPENING INSTALLATION ANCHOR By OTHERS ONE DT WOOD 3/16' DIA. TAPCON D I BUCK By OTHERS 1-1/4' MIN. EMBEDMENT ANCHOR 3/16' BIA. TAPCU Br STUCCO SHIN AS R£0'D. 1/4' MAX. SE£ NOIES) RIVETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER RIGID VD41L GLAZING HEAD-,/ ctYPS GLASS W1 my h _ ITYp.) cSEE NOTES) ST CID BY TmCRS SHIM AS REO'D. RIGID VINYL (SEE NOTES) o GLAZING BEAD (S-E NOTES) ctrp.) CLAS ciYP.xSEE NOTES) -",, I I IU Al O FLANGE RAPE WINDOW FRAME JAMS CAULK BETWEEN v . WINDOW FLANGE :PERIMETER WOOD BUCK CAULKOTHERS W.V. vlN v v1Dtro 1 ex BUCKHEIGHT) CAULx BETWEEN WINDOW FLANGE L PRECAST SILLv/ VULVEN'16 ADHESIVE SECTION S-OCAULK. OR APRV'D. COL. FLANGE TYPE PERIMETER WINDOW FRAME CAULK SILL By otHERs CAULK BETWEEN WOOD BUCK MAS'1. OPENINE By OTHERS CONCRETE OR MASONRY OPENING BY OTHERS a W.W. PRECAST SELL ^ I BY OTHERS 9 1 e OFAA B CSECTIONA -A 4 AT1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D E 1 SHIM STACK TO BE IIA2) WINDOW FRAME MATERIAL ALUMINUM ALLOYFFIC 6063. / iiiS) INSTALLATION ANCHOR MUST BE OF SUFFICIENT ITH. TO ACHIEVE YlVMIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. p4) USE SNUMOZED ACRYLIC CAULK BEHONID WINDOW FLANGE AT HERO J B K B O JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRA E WITH VIAKEM 116 ADHESIVE CAULK OR APPROVED £OVAL. 5) USE SUCOMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. GEXTERIOROFWINDOWFIANCE. . 6) IF EXACT WINOW SIZE IS 140T LISTED IN ANCHOR CMAR7, USE AJ ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE / APPROPRIATE DES" PRESSURE REO'D. 7) GLASS roCKNE55 MAY VARY PER THE REOLxRr.MEMTS OF ASTY ETS3ER 10T4 O CLASS CHARTS. B) LEN THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE "•Y O lc7 EXTERIOR 0" ATTON AS A KEY. . 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANFjpR'SHOUtDBE. -FULLED WITH /6 SCREWS OF SUFFICIENT LT". A TQ PROVIDEMI4.'5/6 04. EMBEDMENT INTO WOOD BUCK. FR'R" A EXTIIIIJOCRS "" SERIES 93MCLE DER IS SHOWN- THIS ELEVATION PRgR ALSOAPPLIESTDTIEFLORIDAFtDR1DAEXTRUDERSISDoAND2000sEmEssIGLE " Lows. 11) WHEREWNODW1SINSTALLEDNNUASONRY OPENING WITH A S; WTO ACHIEVE 1-3/8'tMIIS`E"LBEDMENT ATVIEWED FROM EXTERIOR ALL IiSIOAAWN FASTENER LOCATIONS. I I- 4 TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JA% 3OW TO 40.Y 41 y TO 7OPSF' 3C.9 TO 4019 41.3T tO 7>S7 SIZE SIZE12e 1/6 x 25 B B F.G F.G 13 is 1/I X, 37 3/0 B B F.G F.G 14 6 1/9 x.N 5/6 B B F.G F.G 145 16 i/e x 3s t/4 B B IA F.G Is Is 1/2 x 92 8 B F,G• I.G 16 is 1/6 x 71 B B co F,G.NJ 17st 1 K F FG K lm2 25 1/2 X IB 1n3 2S 1/2 x 37 3/6 B B F,G FA IH4 2s 1/2 x K s/e 8 B F. Fc.HJ 1n45 2s + n x u ,/s 8 B F.0 F.G,HJ11,15 25 1/2x 42 B B FA F.GJ1J 1M625 1/2 x 71 B B fc F.cmi i7 1 x ... B FCJJc F.G,L4.. V 1/ 2 • 2i 29 1/2 x 25 B B f.0 F.G 30 In • 36 3/8 29 1/2 x 37 3/6 29 1n x K Sn B B F,G FG.NJ 30 in . 50 s/6 1/2 x 53 3/4 B B - FA FcYJ 30 1/2 x 36 1/4 29 62 B B F.G F.G.MJ30 1/2 . 63 30 //2 a 72 29 1/ 2 x 29 1/ 2 z 71. B B F.G.MJ F.G.HJ 30 , . 94 29 112 x 93 B B F.OJ.9F.GJx dd 23 36x 25 36 x 37.3/6 B B ru 24 36 x 49 S/9 8 B BB FAF.G FcJIJ F. GJ+ J245 2536 x ss 1/4 39 x 62 B B F.GJ1,1 F.GJ!J26 36 x 71 9 B F,G.HJ D.EF.G,v 7 39 X 63 B e F.GJ.KF.G."JAA 4226 42 . 36 3/4 41 x25 41 x 37 3/6 F,G F,GJ1J 42a 50 5/6 41 X 49 5/3 6 B 9 B F. G F.G, nJ f.GJN F.o" 42 4561/4 42 63 41 x SS 1/4 41 i W+J D.EF.CrJ 42 a 72 X71 B B f.c m.1 D.EF.GrJ Al41 x 63 a a F G xi•G•MJJA46 . 26 K . 36 3/3 47 x 25 A7 x 37 3/6 B A.0 A.0F.G FcF. G.MJ Ka S0 5/3 47 x K S/ B B A.0 A.0Fc F.G.MJ FcJ'J Fc.HJ 46 , s61/4 46 x 63 47 x 55 1/4 4n7 F. G,HJ D.EF.G of 46x 72 x 7i 6 tic F,Gl1J O.E.F,GnJ4 47 1 $3 F n r ..+ K 32 33 521/3 x 25 S2 1/ 9 x 37 3/6 B B A.0 A.0FJIFA F. G F.G.M., 34 2 1/8 X 49 5/6 8 A.0 Fc.MJ F.G,m t 345S2 1/2 x SS 1/4 B A.0 F.GJ1J D.LF.G.ni 3552 1/6 x 62 B A.0 F.G.HJ D EF.G.nJ 36 S2 +/ t x 71 B A.0 F.G.MJO.EFcxJ 37 s2 +/. x 63 B A C F.G.J.K O E.F.GJ.KJ.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. PPd?AREo R•: PRODUCT • A LKA.*N EHSINEERx1O. W- 250 FLORIDA EXTRUDERS INTERNATIONAL. , RIDA TITLE: INSTALLATION DETAIL SGL, HUNG FLANGE WINDOWS - SERIES 1000 , 1500 6 2000 DRAWN BY.: BB APPROVED BY: DATE:10/ 09/011SCALE:NTS DwG.: FLEX0016 A0ERe44tgfw N1tY.. Su17t 250. e[4rnRP1. FIORIW 327.E 1+DNE •07 605-0365 FAx4p) D:S-0366 CAULK BETVEEN WINDOW FIN 6 SHEATHING INSTALLATION ANCHOR NO WOOD SCREW STUCCO By OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS SHEATHNG 8r\S GLAZING (TYP.I ME NOTES) PERIMETER CAULK IT OTHERS INSTALLATION ANCHOR 28 WOOD SCREW STUCCO J " BY OTHERS CAULK -BETWEEN WINDOW FIN SHEATHING L SHEATHING By OTHERS SECTION A -A TVD BY WOOD BY OTHERS SHIM AS REO•L. SEE NOTES) li.— MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE VINDOW FRANC SI IARBLC SILL STOOL By OTHERS WINDOW WIDTH SHIM AS REO'D. - cSEE NOTES) czwp.Ax UANUFA,(- NAB 1 ++"", ji. GLAZING ITES) a 1T (SEE rUTb r WINDOW IM 9 B a. D.c. MAx.(Tr?.> fOUALLr SPACE WINDOW ANCHORS (TTP.) HEIGHT 1 A 6• N,aXJ 6' MAX-6' M(TYPE ELEVATION v1EwED FROM ExTERDOR FIN TYPE WINDOW FRAME JAMB PER)r£TER CM•tK By CIMERS MAX SHIM SPACE TWO BY WOOD STUD By OTHERS l• MIH 1TA1' EN EDM.ENT SHEATHING - Br DINERS CAULK BETWEEN VINDCV FIN t SHEATHING INSTALLATION ANCHOR x8 WOOD SCREW STUCCO BY OTHERS SECTION B-B 1N1)fSHIM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX ALLOWABLE SHIM SACK TO BE 1/4'• 2) WINDOW FRAME MATERIAL: ALUMBNIM ALLOY 6061.... 3) INSTALLAT" ANCHOR MUST BE OF SUFFICIENT ON. TO ACHIEVE MIN. CMBEDMEMT_OF 1'INTO WOOD BUCK. USE SILICONIZED ACRYLIC CAULK BENNO wvOCW FIN AT HEAD. SILL k KU-*S. 5) USE SIIICONIZED ACRTLIC CAULK FOR PERUAETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE 6 NOT LISTED IN ANO-OR CHART. USE ANCHOR OL%&%,nTY LISTED wrtH NEXT LARGER SIZE.. 7) GLASS THICKNESS MAT VAP.Y' PER THE P.EOUIR:MENTS OF ASTM E1300 GLASS CHARTS.. B) FLORIDA EXTRUDERS DODO SERIES SINGLE MUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SO4a HUNG wINOOWS. TWO BY WOOD by OTHERS REV DESCRIPTION DATE INI INTERNATIONAL, INCFLORIDAEXTRUDER.. SANFORD. FLORIDA mix TITLE:INSTALLATI=N D=TAI_ W/48 SEREwS EMBEDMENT M SING-E HUNG Fite WINDpu — SERIES 1000,1500, b 2000 LET vr,, t DRAWN BY: B9 APPROVED BY: fCy DATE;12/13/01 SCALE: N. is S DWG.:FLEXO025 SHT i GF 2 e.r•.er •.. M) l L A lr&TLSm [nLIKCRNL_ MC. 250 MNTERM111VAL htVt._ SuiTE 250_ H'_A7M:!,_ FLDIHDA 32746 PHODe 407 901-0MS FAX 467 •OS-0366 7 CONCRETE OR14ASWTOPENING BY OTHERS ONE IT WOOD BUCK BT OTHERS CAULK BETWEEN WINDOW FLANGE T, vOCD BUCK D STUCCO J BY OTHERS PCRIMETER CAULK BY OTHERS GLASS (TTP.) SEE NOTES) vB'fxDOV aEMMT) PERIMETER CAULK IT OTHERS a D INSTALLATION ANCHOR 3c16• DIA TAPCON CAULK BETWEEN WGOO JCK BMAST. OP£ND4G BY OTHERS GLASS ctrP:> _ 1-1/4' MIN. cSEE NOTES) A EMBEDMENT SHIM AS REO'D.. a 4 1/4' MAX. SEE NOTES) r,ANGE TYPE WINDOW FRAME W.W. RIDGED VINYL GLAZING READ BA EIGHT) ' FB B GLAAZINNG D 1 W.H. FLANGE TYPE WINDOW FRAME A —4- ELEVATION VIEWED FROM EXTERIOR a , a CAULK BETWEEN WINDOW FLANGE i PRECAST SILL W/VULKEM 116 PRECAST SILL. ADHESIVE CAULK By OTHERS OR APRV'D. COL. SECTION A—A..4 .... _ OMCRE BUCK WIDTH) { W t MA0.111 VENING 1 BY OTHER; SHIM AS RCO'D. C> 114• MAX. cSEE NOTES) INSTALLATION ANCHOR 3/16' CIA..TAPCON . v R;SGED VINYL GLAZING BEAD O ONE By WOOD BUCK BY OTHERS v FLANGE TYPE / v WINDOW FRAME CAULK SETvCENWINDOWFLANGE.. P£RiMET£R CALF-9lWOODBUCK CAULK ICivE£NByOTHERS I<mD BUCK L W.W. MAS'V."DPENIHG vinDOv WIDTH) IT OTHERS STUCCO 8T Of1fR5 SECTION B—B imM AS REO-D. AT EACH INSTALLATION ANC. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW . FRAME MATERIAL: AULOwwuM ALLOY 6063. 3) 3/16. Out TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACIuEvE MN.. EABEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE- BE4) USE yUCONRZEO ACfM)C CAULK BEHIND w:HDOW FLAMM AT HEAD 6: JAMBS. 54L MUSTATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIIf. CAl1U( OR APPROvEt) EDUAt. - S) LOSE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOf LISTED IN ANCHOR CHART. USE ANCHOR OUANTrtr LISTED W114NEXTLARDER -w FOR THE APPROPRIATE DESIGN PRESSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE REWR£LKNTS OF ASTM C1300 CLASS CHARTS. . 24 OC MAXcT,PJ B) WHERE SPACING BETWEEN fAPCON AKHORS EXCEEDS 24 IN. O.C.. it SCREws'OF SUFF"M' LTH. L PROVIDE EX MIN. S/E IN.00 EVEtSERIES FIE WI Wood SUCK THIS PRINT ALSO APPLIES TO THE ULD BE WALLED. 9) FLORIDA EXTRUDERS 1000 SERIES itx' WINDOW K SHOWN. 6• MAX. (tTP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. .—.._. _. 101) SEE CATi OF THIS VL SMT. FOP. ADHESIVE ANCHdi AT FRREMENTS. tt) AppLMGjLT10N OF WLKEM Tf6 ADM£$IvE UAIL AT FRAME SILL MUST COMPLY wlfn SEALANT MANIFACTURFR' S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASCONRr OPENING WITH A STRUCTUAL two By WOOD BUCK. USE111) SCREWS.OF SUFFICIENT LENGTH TO ACHIM 1-3/3- MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE w'.r-LEG TO OTHER UNITS USING ALU Amm TUBE MULLXM SEE MULLIONINSTALLATIONSHEE'S FOR P.£OUIfEMENTS. INTERNATIONAL, INC. FLORIDAEXTRUDERSSANFDRD, FLORIDA TITLE: i NSTALLAT i ON D=TAIL 1i/ ONE BY BULK FIXED, FLANC-EWINDOW - SERIES 1000 L 2000 DRAWN BY: APPROV FLEX00 18S-EET ZiZWZDATE: I0i22t01 SCALE: NTS DW 107 PREPARED Bf:IPR00ua TCCmmacr CON.. 250 6IEMMAT 44 1xW - SUM 250. ATHROw, FL(ROA 32746 PHONE 407 60S-036S ra .07 60-:3E6 H. SHEATHING BY OTHERS CAULK BETWEEN v1NDOv FIN L S EATMING INSTALLATION \\\\\\ ANCHOR s8 SCREW ExTERlROTIHERS PERIMETER CAULK — DY OTHERS vINDOv HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR —` to WOOD SCREV EXTERIOR FINISH BY OTHERS I GLAZING SEE KITE 6) y DMEN7 vINDOv vIDTH H 1/4' MAX. VOOD FRAMING SHIM SPACE BY OTHERS CENTRAL FLORMA B.O.A.F. HIM AS REO'D. TLTT •'ITt SEE NOTES) AlJ a "- - 1/A' MAX. vsu t SHIN SPACE u c+f*1Ci2 F" MOM GLAZING SEE NOTE 6) FIN TYPE vINDoV FRAME CAULK BETWEEN vtNDOW FIN EM3EpHEN' L SHEATHING SHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE v1NDpv FRAME SHIM AS RE0•D. lit' MAIL SEE WITS) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE vINDOv FRAME A -3 ELEVATION VIEWED FROM EXTERIOR BY: PROOVCT 1EFs+M1LOC VOGD FRAMING BY OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR s3 SCREv CAULK BETWEEN VINXV FIN L SHEATHING SECTION B-B EXTERIOR FINISHPERIHETER CAULK Bi pTHE.RS BY OTHERS NOTES• t) ji11M AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING 511IM. MAX. ALLOWABLE SHM STACK TO B< 1/1". 2). w#mDOW FRAME uATERPAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGMT TO ACHIM MIN. EMBEDMENT OF I - INTO WOOD FRAME. t) USE SUCO DZED ACRYLIC CALLIC FOR PERIMETER SEAL AROUND EXT'RgR OF WINDOW FRAME. USE SUCONIZED ACRYLIC CAULK BEHIND WINDOW FWL 6) CLASS THICKNESS MAY VARY PER REODUtEM£MTS OF ASTM E1300 CLASS CHARTS. SINGLE CLAZING IS SHOWN. 1NSULATwG CLASS- ALSO OUALIM). 7) U WINDOW SHOWN. THIS PRINT ALSO APPLIES TO THE FLOWA EXTRWERS 1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCMQRS AT 6' MAX. FROM CORNERS AND MAx. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. VAIN ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63' X 95" OR 119' x 37-3/3' MAX. 9) WINDOW LIMIT CAN BE MULLED TO OTHER UNITS US YG ALUM04UM TUBE MULLION, SEE MULLION . INSTAL'JT1ON SHEETS FOR RECIREMENTS. UAI6: L / 'I J/ VL 'J\.ItI.Q. IY. i . }.I .. I 11 n--- X CpAp_ 250 INIERNATIDMNL PKwY. S:XTE 750. LAKE MART. FLOTCA 32746 PHONE 407 $05-036S FAX 407 L05-0366 U CAULK Z:TWEEM CAULK BETWEEN WINDOW WOOD RUCK L 1-I/A' MIN f:ANGE t v'OOD BUCK MASONRY OPENING EM5EDMEnt BY OTHERS SHIM SPACE ONE BY vODDONEByWOODMOTES: ILC.K BY OTHERS BUCK BT OTHERS 1) SHW AS REO'D A' EACH INSTALLATION ANCHOR WITH LOAD SEARING Sena. MAX. SMIM AS REO'D AL_OWABLE SLIM STACK TO BE 1/4'. (SEE NOTES) CONCRETE OR 2) WINDOW FRAME MA'YRU:: ALUMINUM ALLOY 6063. NAMNRY OPENING INSTALLATION ANCHOR 3) 3/16' Ow TAaC INSTALLATION ANCHOR MUST 3BEOFSUFFICIENTLTM. TO 116',LAAICM ANCHOR 7T OTHERS 3/16' D:A. TAPCON ACH1EYE YIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PUKE WINDOW FRANC 0 3/16' DiA. TAPCON ANCHORS 6 FROM CORNERS 6 24' 0. C. MAX. All FACTORY APPLIED JAMB CVVV// HOLES NIO, OES6NATED FOR TAPCON AMCMORS SHOULD BE FILLED WITH /6 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/6 INEMBEDMENT INTO WOOD GLAZING (TIP. CAULK BETWEEN EXTEa:OR FIrtiSH -- BUCK NOT ES) TES) BY OTHERS Q 1-1/4- INN. 4) W4ERE wwDOI IS INSTALLED IN MASONRY OPENING WITH A STRUCTUPIIL TWO BY v D HULK t EMBc' DMEMTBUCK. USE 110 SCREWS OF S FFICIENT LENGTH T ACHIEF I-S/B" MIN. NuS r OFEN.NG A - EMBEDMENT AT SAME SPACING STATED IN NOTE 3. Br C'HERS 1 5) USE SILCON D ACRYLIC GvLK 5EyMD WINDOW FJUYGE A' MEAD. SILL ,IAMBS. C 1/ 4' MAX. 6) USE SAXONIZED ACRYLUND IC CAULKFORPERIMETERSEALAROEXTERIOROFf+ SHIM SPACE W06DOW Frank,;. PERIMETER CAULK it I CAULK H£T?EN 7) GLASS TraCKNESSMAYVARYPERTHEREOIKREMEM'S OF ASTM E1300 GLASS. CHARTS. SAS FED CWtMG IS SHOWN. INSULATING GLASS IS ALSO OUAL. BY OTHERS WINDOW FLANGE CWOOD KICK 6) BUILD Dowd AROUND CWNEO EO PORTION OF WINDOW FRAMETOBEEWNtyBYtOTMERS. BUILD GOWN MUST BE OF SUFRECIENT STRENGTH TO ADEOUATELY EXTERIOR FINISH CONCRETE TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. BY OTHERS OR MASONRY PERIHETER CAULK - 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER W%NDO.W SHOWN. THIS PRINT ALSO WEMING. IT OTHERS APPLIES TO FLORIDALEKTRt10ERS 1750 SERIES & 2000 SERIES. +— WINDOW WIDTH HY OTHERS SHIM AS REO'D 10) ELEvATIOMS S.40W COMMON CONFIGURATIONS. IT IS NOTINTENDED 70 LIMIT USE OF SEE NOTES) THIS PRODUCT TO THESETWOCCNFiGURATK)NS. TmS BEET APPLIES TO Au SECTION 8- CONFIGURATIONS THAT CAN BE UAWFACTURED FROM THE 1000. 1750. & 2000 WINDOW FRAME SERIES DESIGNER FIXED WINDOW FPAMING SYSTEMS. HEAD - )1) WINDOW UNAT CAN BE MULLED TO 0-HER UNITS UVMO ALUMINUM TUBE MULLION. SEE MULLON INSTALLATION SHEETS FOR REOLOREYENTS. EKTERIOR WINDOW FRAME - SILL PERIMETER CA- tK BY OTHERS ExiatTR FINISH — BY OTHERS CAULK BETWEEN i WOOD BUCK CALLK BETWEEN - WOOD BUCK B MASONRY 0°EMING IT OTHERS I I 4 CONCRETE OR MASONRY. BY O" HERS SECTION A- WINDOw wDTM WINDOW WIDTH I A GLAZING (TIP. SEE NOTES) - A INSTALLATIONANCHOR 3/16' I DNA. TAPCON / ww00rr HE1CHi VIM AS REO'D BB SEE MOTES) 1 A —J AL1/ 4-MAX. EXTERIOR ELEVATION EXTERIOR EL EVATION SHIN SPACE B •F'21i i NEwHT 8 B A ATIorrAL, INC Q 1-1/ 4' M'" FLORIDA EXTRUDERS INTERN SANFORD. FLORIDA EEMBEDMENT' ONE BY WOOD L • TITLE. -FLANGE INSTALLATION DETAIL CDWF..TE HEADER Y/I BY BUCK RUCK BY 01'IgRS - DESIGNER FIXEDWINDOW10D0, 1750, E 2OCO SERIES DRAWN BY: SO APPROVED BY: DATE: 02i12r02 SCALE: NTS DWG.: FLEX0035 rww Nm ICAo RD•6WI L' •. !) N MM+iPK 4vA. LT'( t1L t•LNQv.IWNM ]HM AON: 1/ OiW7 Ir ,A AC:OY NC BT SLICK Er OTHERS CAULK IETWCEM vtft=d - FLANGE SKATAING PLYUMP ET CTHCRS EXTEROOR FINISH IT OTHERS PERXIER CAULK IT OTHERS VINDOV FRANC HEAD I wnpOwHECNT EKTEPIOR V:NDOv FRAME SILL P£iINETCR CAI,LK BT OTHERS EXTERIOR Ft iSN — JT _TIERS SHIM A• 0E011) SEE NCTEV GLAZ NG (TIP. SEE NOTES) SHIM AS RED'D SEE NOTES) CAULK ICTVECM Qvbtw. FLANGE Q LONE IY VODD CAULK IET'VEEN WOOD } K MASDir OPENING ET CITMERS MASCINRC*CXETr SFCION_ A —A BY Oiler's INS?ALL1T:(T+I ANCHG K-,0 SCREW BUILD DOvN Jr OTHERS ROTES• 10 SILL) IE$ 1) SHIM AS RIMD. AT EACH INS•ALLA71ON ANCHOR WITH LOAD BEARIMG SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME AWE4A.- ALUMINUM ALLOY 6063. r1-3/5- MIN, 3) TAPCON PIVALLATON ANCHCxS AT SPL MLST BE OF SUFFICENT •TM. TO ACHf'f. 1 EMBEDMENT MIN. EMBEDMENT Of i-1/4' INTO MASONRY CIR CONCRETE. 110 INSTALLATION SCREWS AT HEAD & JAMeS MUST BE OF SUFFICIENT LENGTM TO ACHIEVE 1-3/3- MIN, EMBEDMENT WTO WOGD MA " AND BUILD DOWN WHERE REOLKRED. INSTALLATION ANCHCRS k SCREWS TO BE PLACED 6 IN. FROM CORNERS 6: 2A IN. O.C. MAX. ' A) USE SUCWE-0 ACPr iC CAULK BENIND WINDOW FLANGE AT HEM. SILL k ,I+MBS. S) USE Sk CON2ED ACRYLIC CAULK FOR PERIMMs SEAL AROUND EXTERIOR OF WINDOW FLANGE. MAA. 6) GrASS THICKNESS MAT vART PER 'f•C REOUIRCMENTS OF ASTM E1300 CLASSSHIMSPATECHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS 6 ALSO OLA.IFED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIEW STREMGTM TO AOEOUATELY AWSFER LOAD FROM WINDOW TO THE STRUCTURE. II) FLCRIDA E"UDERS 1000 SERIES DESOO w4am SHOWN. THIS PRINT ALSO APPLES- TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. " 4) ELEVATpNS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE DF THIS PRODUCT TO THESE TWO CCK(FITR)RAWNS. THIS SHEET APPLIES TO ALL CONFIGURATIONS INC GUI BE MAWFACTURED FOAM THE 1000. 1750. ! 2000 SERIES DESIGNER FIXED WINDOw FRAMING SYSTEMS. 10) wINDOw UNIT CAN ALSO BE MULLED TO OTHER waTS USING ALUMMMM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOuIREMENTS. SUCKHEIGHT SHIM S%ACE EXTERIOR ELEVA'ION 6 r E-CENTRAL FLORMA B.O. A.F,' 1 ONE 'AT WOOD pX1'S,iSUiA NAM: EUEK' ET OTHERS 1- I .. .I-. Cy TT• L INSTALLATION AN lMASM F" I••.- . •A H3/16' `IA. IAPCON 3/II- MIN. EMBEDMENT BUGx vIDTH ' SHIM SPACE CAu" EE7vE£N TWO CANING TWO Jr PUCK C36RETEBYOTHERSITGIHERS SHIN AS ISLE NOTES> IN$TALL4713N ANC.41R A:0 SCRE': v:N11Ov FRANC a CAULK IETVEEN JANJ , VI*4WV FLANGE BUCKGLAZINGAIaDA211WtTTP. 1SEEAp?ES) a a EDNCRCIE DR' PERIMETER CAULK HA$ONRr BY OTHERSBrOTHER$ vINOOv vIDTH CXTEP:i7P. FINISH. SfCTION B—B IIT aTHERs KANC--W W;OTA A. FXTFRIC= E: EVATION A•'•tA M .MIn N4.ALX• ? aM YK4rt-Jr. LrN. LI( IHc <.1•a0. IAp1W W'u WOK .af He)-na. f.. YI r.)•Aa MIN yN J Lf 1/1' MAt AI ALU tw C.:FCKM CAULK BEMND FIN SLIM SPACC SCREW < TP) TWO Br FRAMING SMCATHtNG (HUH AS By DINERS by C* , EIS tv0 Br B:)lLD (SEE NOTES) Ei) DOVNBr OTHERS CAULK BEHIND FIN FIN fRAHE " a IB INSTALLAIjCM . SHIM AS RCO'D. I)) SKIM AS REO^D. ADJACENT TO EACH INSTALLATION AMCNOR w'TH LOADBEARING ANCHOR SCREW ( TrP) (SEE fz-.Es) SLAIN, MAX. ALLOWA?LE SHIM STACK TO BE 1/4'. GLAZING cTYP._ii 2) WINDOWFRAMEMATiRtAL: AUARRUM ALLOY 6063. SEE NOTES) 114- MAIL 3) USE SSCONAZED ACRYLIC CAULK BEHIND WINDOW F.N ATHEAD, SILL k AAMBS. / L- r HRK VACE s) USE S"ON4EO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF o mw't WINDOW FRAME. S) GLASS THICKNESS MAY VARY PER THE RfOsIREMENTS OF wSTM E1300 G1A55 CHARTS. SINGLE CLAAZWO IS SHOWN. INSULATING GLASS IS ALSO OUALWIED• ;..ATKW, 6) SCREW ANCHORS AT HEAD. SAL k .KLIBS SHOULD, BE fB SCREWS OF SUFFCIENT B1 CTmCRS EXTERIOR FtkIsm I LTM. TO PROVIDE MIN I IN. MIN. EMBEDMENT INTO WOW FRAME. PUKE 03 SCREW ANCHWRS_ 6' FROM CORNERS AND 24' O.C. MAX.. EXTERIOR It DTHCRS 0 7) BUILD DOWN AROUND CURVED PITON OF =#DOW FRAME TO BE ENGINEERED BY > ExT[ iDR FINISH OTHERS. BIND DOWN MUST BE OF SUFFCENT STRENGTH TO ADEOWTELY by OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PCRICIER CAULK 6) FLORIN EXTRUDERS 1000 SERIES DES04M WINDOW SHOwN. THIS PRIM ALSO By OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k.2000 SERIES. fvR4w v1ITM 31 OTH CAUAK Br 9) ELEVATORSSHOWCOMMONCONFIGURATIONS. IT IS NOT INTENDED 10 UW USE OF OTHERR S THIS' PRODUCT TO THESE TWO CONFIGURATIONS. IRS SHEET APPLIES TO ALL FIN.fRAHCHEADERCONFIGURATIONSTHATCANBEMANUFACTUREDFROMTHE2000, 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAMwG SYSTEMS. SECTION B-B 10) WINDOWUNITCANALSOBEMULLEDTOOTHERLINTSUSINGALUMINUMTUBEMULLION, SEE MULLION OISTALUTION SHEETS FOR REOUREMENTS. GLAZING tTTP. SEE NOTES) EXTERIOR PERIMETER CAULK / FIN rRAHE SILL Br OTHERS SHIM AS REO'D.— LSCE NOTES) / EXTERIOR FINISH — 1 by OTHERS RB INSTALLATION ANCHOR SCREW. ( TY.) ' SHEATHING by OTHERS rim E . SEItNI SECTIONA - A r 1/ N nAi SHIM $PACE Iva AT FRAMING EXTERIOR ELEVATION 11 OTHERS CAULK BEH4RD FIN YULE 2a EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL D. FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRA" RY: BB I APPROVED BY: DATF-02/ 14/02 Q-CALE:NTSDwc.: FLEX0037 1 M H.RAAr Ico. w C m wa Imi.a x". ANR K ,c—v, r&m. > . WON: w N rY w —1 3 CONCRETE OR SHIM AS REV'D _ MASONRY OPENING (SEE NOTES) BY OTHERS CAULK g£iVEEN DOOR FLANGE t vOOD BUCK CAULK BETWEEN PERIMETER WOOD BUCK t CAULK BY MAS'Y. OPENING OTHER I OTHERS STUCCO 8Y- OTHERS INSTALLATION ANCHORtBSCREW (TYP. WHERE — TAPCONS ARE NOT RECIA) INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR aH SCREW (TYP. WHERE LINE BY WOOD iAP^_ONS Ac£ NOT REO'D.) BUCK BY OTMERS 1 1/4' MIN. Em3EDMENT SLIDING iGLASS DOORFRAME r 1/ 4' NAX. p I SHIM SPACE JAM? SLIDING GLASS DOOR FRAME HEAD u W `- TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS IIsOR F SILL I y 7 I D E`(3EDMENT o . O • 1-1/4' MIN d CONCRETE OR MASONRY OPENING By BT OTHERS / INSTALLATION ANC)£ R CAULK BETWEEN 3/16' DIA, TAPCON WOOD RUCK L MAS'r.. OPENiNG EY OTHERS SL'D: NG HOOK STTRIGLASS DOCP \aCAULKBE V££N HOOK STRIP P t WOOD HULK MIN EM?EDMENi Q ` J -- TEMPERED GLASS G DOOR FLANGE cTYP.) t WOODDUCKPERIMETERVE Er LrOaDCAULK BY CONCRETE OR CK BY OTHERS OTHERS MASONRY OPENING 9Y OTHERS S. G.D. WIDTH CFJ CO ` A B.O. 4j.1 Y PCRED GLASS / SECTIONB AM Ate; SLIDING GLASS 000R Tle r.s vr.er INTERLOCK MASTER FILE # ^ _ HOOK STRIP DETAIL A I 1) DOOR MATERIAL, ALUMINUM ALLOT 6%1 L) TAPCON TYPED4TALCATI0MANCHORSMUSTKOfSNfFICIEMT LENGTH TO ACHIEVE NIL GNKNENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3)ONIN MINT TO LAU IN ALL FRME mcKws. Or1 6 ANCHORS ._. S) USESR.ICDPSZCD ACRYLIC CAULK KNIND DOOR FLANGE At MCAD t JNwfi 6) USE SILICIONtmACRYLICCAULKFORPERIMETERSEALAROwD'EXTERIOR OF-DOOtt h ti EXACTDmtSIZEISPPLISTEDINANCHORPRESSUREUSEANCHOROUAMTIIT.USTEO V;YN NEXT LARGER SITE'fORTHEUSECLOSESTDESIGNPRESORSRCtrAt) FOR LOCKETDOORSIZESFROUSE0.OW S B+PASS DOOR SIZE t [OrKIGIR.AiiDN TO fiNISMED OPENING, PLACE TAPCONi INTVAOf )ODE UIR AS SHOWA 1) ALL rTMCXr4pPIEDVARYPERRESIGNATEDrINASTME1300GLASSCwultt 10) ALL FACTORYAPPLIEDNdESMOTDESIGNATEDFpetAKtrNANNCNBISNOtX.O fE fhLEO VtTH .t ftRCv: 3 B OF $ WrICICNt LENGTH TO PROVIK MOM. S/t' EMKONEMT INTO VOOD DICK. 11) XM WIJISAPPROVEDUSINGTENPfREDGLASS1. SINGLE GLAZED OR SMAILATING CLASS. lb JAND / SILLCORNERSARETDKSEALEDV11MASHALLAIRSEANSEALER13) SHIN ASREEDAtEA. SET Of INSTALLATION ANC.W'S MAX ALLOWABLESNNIH STACK TO K IfV.._ 34P ALL IMSTALLATIDM AMEHORS MUST K mtr_ Or CORAV-104 RESISTANT MATERIALSIS) -VMERC 'X' REPRESENTS HOvING PANEL AND •D' REPRESENtS fiXED PANEL APPROVED A ..f Cw1GURAtTOMSAREASLISTEDONAMENGRCHARTONBACKOrTHIS $MEET '. 16) 101 ALL CQWIDlLATIOHS LISTED ABOVE ARE SHOWN ON THIS BRAVING. HOWEVER INSTALLATION EXTERIOR ELCVA':ON SECTIONS '^W.'D-r,, t NOOK STRIP DETAIL A hT TO INSTALLATION OF ALL MPRDVCS 2 PANEL DOOR SH7WN CNSTALL ANET IT) INSTALL DEtAPCDNINEACH AM OF fACtORY APhiEa 1MSTALl•iION H0.Lz N1t£SSNOTED OTNERVISE OM ANCHOR CHART. SEE DACA Or THIS SHCET. it) ILO RIDAEXTRUDERS1000SERIESSLIDINGGLASSDOORISSNDVKTHIS R:NT ALSO APPLIES TD HOW SERVES AND SN'SCRICi _... _. . D . LIBERALLY APPLY ". CAULKtWU UNDER SILL OR SET SILL IN BED INSTALLATION ANCkV! OF CONCRETE 3/ 16' DIA. TAPCON SECTION A -A rg 2002 t 1/4' MAX. SHIM SPACE 1 1/4' MIN. EMBEDMENT ONE WOOD G BUCKBBY OTHERSCAULK BCivEEN MAS' Y, OPPCN1NG In BY OTHERS 7 SM:M AS RED'D. I I cSEZ NGTES) 4 INSTALLATION ANCHOR 3/I6' DIA. TAPCDN CAULK BETEN I DATE:10/25/ 01 ISCALE: NlI IDWG #: FLEX002, I K...rA .. N.HNrr.. a.x•r1IN ncfANrRNNa. NMc. tT. DrtCNa.r1DNAL )tiv_ nttt :x. HCAT+NROv, ntR::ti >fTN6..0r-0:5.0iT6S TAME .n•cS-a7u INSTALLATION ANCHOR /— DOOR WIDTH /A' NAX. SHIN SPACE Tv0 By WOODINSTALLATION ANCHORSHIMASRC'0'D 28 SCREW j *8 SCREW SHEATHING tSEE NOTES) — m3E EN By OTHERS By H WOOD BY GTHtRS EM3EDHEM By OTHERS CAULK iETWEEN TWO BY WOOD SLIDING GLASSDOORFLANGEBYOTHERSDOORFRAMEiSHEATHINGJANH CAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS DOOR max STRIPASREO*D. 1/4' MAX (SEE NOTES) SHIN SPACE INSTALLATION ANCHOR DOOR FLANGE to SCREW EMBEDMENTt+1/fi' fti EMBEDMENi zEMTPERED GLASSSTUCCOJLTYP. CAULK BETWEEN OR StD1+KA BY OTHERS t SHEATHING SLIDING GLASS DOOR rRAHE PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING CAULK BY 6T OTHERS TEMPERED GLASS TEMPERED OTHERS STUCCO ctYP /_ STUCCO OR SIDING GLASS ED Lit SIDING J/ By 07HERS HY OTHERS SLIDING GLASS DDQR INTERLOCK ... ALLr ; M X HEST SECTION B-B HOOK STRIP DETAIL ti _ GD 10,4 ut7ER _ a- A A: — # V - SLIDING GLASS. / DOOR FRAME / n SILL D A - u POOP Uut[RIAL, 2) 01 MSTALLATTON SCMvS MUST K Or b2'rXlC l LENGTH TO AcWCvc MIX C"lC9wNT OrI-1/0' IWO WOO. .TAPCOn_T7K I47M-LATLA ANCOORS AT SILL MUST K Or FWIEMLENGTH10ACWCVtNILEM1CbE9' Or 1-914', V40 M.SOrtT OR Cmm.tt' .. _.-_ .. 21 INSTALLATION AMCHDR CHAR? ON HACK Or THIS SECT. - - . A) USE SAICOWZED ACRaIC CAULK KHM Wool rLAIGE A HEAD L JAM1i 51USESILICOIRZEDACRriICCAULKnXKR/NETEA SEAL AROUND EXTERIOR O 100R 4IFEXACTIONSIZEISNOTLISTCDINAmOMOMT. USE ANC ORDUAMTITT LISICS VI?. -NEXT LAACER StZE. GOR THE APPROPRIATE KStGU PRESSURE REO•S - . 71FORPOCKETDOOtSIZESUSECLOSEST11PASSNORSIZEtC0wrVARAt10Mto r1KSNED O•CHtNG PLACE INSTALLATION ANCHORS. BA "ON? Or H= STAV AS SOWN ; " 11GLASSTWCKmCSSMA+ vARI ER REOUIaKNIS Or ASIM E13M GLASS huRTS -- 111GMLt" TS AppftMD USING JEW MS. CLASS In SDGLE GLAZE2 OR INSULAIW6 CLASS 10, JAq / %JLL CORNERS An TO K SEALED v1tH A OW" AIM, SEA" SEALtt - u) SHIM AS MO'AAt EA SET Or 1NSTALLAtION ANCHOK ).AK ALLOVA&C SWN STACK tO 1C 1/4'. 12.)- ALL IMTALLATtON ANCKRS MUST K HARE MA OrE7R20110rRESISTANTTERIALS - 1)1 v1[a 'X• RCPRETENTS )GbDG ANEW AND Ir REMIESEHTS rlxo PANEL APP20vtO COWUAOATIO4AREASLISTEDONANCHORCWAIONBACKOr74SSHEET, EMBEDMENT EXTERIOR ELEVATION '" SM0W4 k—A% fAr& 30CLISTED DETAX TO INSTALLATION OF A r [a,nON 13COFI&AATIP4. . . A ( A 1-1/4' MIN. 1L _ 2000 #52U IES S SLIDING GLASS DOOR 1S SQvn tWi PRINT ALSO APPLlCS TO 2PANELDOORSHOWN1 REV' DESCRIPTION DATE IN EXTRUDERS LIBERALLY APPLT F L R I D A INf. INC. SANFORD--FL. 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I or, VERTICAL MULLION INTO HORIZONTAL SEE OTHER SIDE (.SHEET-.2 Or 2) FOR BESIGN- PRESSORE CAPACITIES DRAWN BY. M SH: APPROVED BY. DATE: 2/6/02 lscALE:,\!TS IDW(;..' I VMHMFLG. 3/ SEALANT BETWEEN APPUES TO HEAD do SILL WHERE I * X 4' LIOFLANGESN AMIARY ATE DETAIL C do 2' X 4' TUBE MULLIONS ARE USED 61OR ADDTTIbML ANCHORS, WHEN REWMM2000P.V DESIGNER 2000 P.V DESIGNER S 7YP SILL (TYP) OILLCJ B8 X 3/4 SELF M8 X 3/4 SELF SHEATHING' TAPPING SMS TAPPING SMS IX27/16X1/8 1X27/16X3/8 o —0 TUBE MULLION TUBE MULLION INSTALLATION ANCHOR BB VODD SEALANT SCREW (TYPJ VtNDDV FLKTEENANGES s MULLION EXTERNAL MLLLI0N INSTALLATION CLIP TVO BY VOOD BUCK BY -OTHERS s9 X 3/4 SELF M18 X 3/4 SELF 1000 S.K TAPPING SMS 1000 S.N. TAPPING SMS MILLIONHEAD (TYPJ HEAD (TYPJ 2000 P.V DESIGNER APPLIES TO MEAD t SILL WHERE I' x Y SECTION A —A (1) SECTION A —A (2) SILL (TYP.) DETAIL 9 I' x z 7/16' TUSE MtiUONS ARE usm R8 X 3/4 SELF yuTAPPINGSMS _ 2 X 4 X3/8 TUBE MULLION DMTM.LATION ANCHOR N WOOD SCREV v'F• FLOY11=iL"L CLIP. SEALANTN FLANGE kc t MULLION L1 1/8' MIN. EMBEDMENT lMm WTA" .G . SEALANT VWDOVFLANGES vWV FLANGES TAPPING SMS l L MULLION t MULLION 1000 S.tl2000P.V./DESIGNER MOD P.V./DESIGNER HEAD (TYPJSILL (TYPJ / SILL (TYPJ a8 X 3/4 SELF / 08 X 3/4 SELF SECTION A -A (5) TAPPING SMS TAPPING SMS I X4XV8 1 X 4X3/8. i TUBE MULLION TUBE MULLION FLORiDA ..EXTRUDERS nor z NAT'oN` INC SER. 2000 FIN SHEET 1 OF 2 7" HORIZONTAL MULLION SECTIONS. TRIPLE SEE OTHER SIDE ( SHEET 2 OF 2) FOR8X3i4.SELF Ve X 3/4 SELF DES,-IGN PRESSUREc-CAPACITIES-:-,R _.,. 1000 Sit TAPPING SMS _ 1000 S.H. TAPPING SMS tIEAD (TYP f HEAD (TYPJ i EB 2>Z DRAWN 8Y: MSH APPROVED BY: SECTION A —A (3) -SECTION A —A (4) DATE:2/6/02 scu>;:NTS Dxc.: 2HMFINTR 2000 P.W DESIGNER SILL CTYPJ 8 X 3/4 SELF APPING SMS T1x27/16xve TUBE MLLLIDN T SEALANT SEALANT BETWEEN WINDFLANGES WINDOW FLANGES - OWMUL LIDN L MILLION S X 3/4 SELF 20D0 S,H. TAPPING SMS HEAD CTYPJ SECTION A —A (1) CONCRETE OR MASONRY - BY OTHERS IMSTALLATIDN ANCHOR 3/16' DU, TAPCON SCREW ANCHOR CTYP. ONE BY VL10D EXTERNAL' MULLMN INSTALLATION CLIP BUCK BY OTHERKI MILLION 2000P.W./DESIGNER`_:.`• r8 X 3/4 SELF . SILL CTYPJ 2000 TAPPING SNS HEAD " i f9 ,X 3/4 SELF SECTION A —A (2) TAPPING SKS 2X4X3/ 8 TUBE MULLMN Q l •®• r• SEALANT BETWEEN - L1 .1/4' MIN. E PI`I [6I,' S " WINDOW FLANGE LL EMBEDMENT CQ IPA _ p 7 r R8 X 3/4 SELF SEALANT BETWEEN TAPPING 'SMS,-. . VD40VFLANGESL NAAMN - 20D0 Sit 2000 P.W./DESIGNER r 2000P.W,/ IGNER HEAD CTYPJ SILL CTYP.) t8 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1 • X 4• DETAIL B I A 2' X 4• TUBE MULLIONS ARE USED) Q 2000 P.W./DESIGNER SILL CTYPJ N8 X 3/4 SELF L_ TAPPINGSMS1 X 2 7/16 X 3/9 TUBE MULLION sILL.( TYP.) SECTION A —A (5) 119X3/4 SELF - - TAPPING SMS 1X4X3/ 8 ELEVATION TUBEMULLIDNVIEWtD ' FROM EXTERIOR L FLANGESFLORIDA:'= EXTRUDERS sn n° oxIDa TIYLE: SER ; 2t?¢:Q FLANGE SHEET 1 4F 2 TRIP: L.E HORIZONTAL MULLION_,SECTIONS. 1N8 X 3/4 SELF #8 X 3/4 SELF _ TAPPING SMS 20tX1 S.H.TAPPING SMS -PRESSURE OTHER SIDE (SHEET 2 OF .2) FOR IEaD mP 1 HEAD (TYP.) DES I GN RESSURE- CAPAC I T I ES SECTION A -A W SECTION A —A (4) DRA1fNd BY: MSH r: 18 9 20CIZ DAM:2-/6/02,----.: scAl.>r: 7 toDWC; BY.2HMf` LG-TR._,. - I. moo sx JAMB [TYPJ i X 2 7/16 X 1/9 2000 S.M. I X 2 7/16 X 3/9 TUBE MULLION JAMB tTYPJ TUBE MILLION DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION 8 X 1/2 SELF #8 X 1/2 SELF DNSTALLAT][ TAPPING.SMS TAPPING SMS INTERNAL CLIP 9 1X OR 2X MULL 2 X 4.X 3/8 TUBE MULLION SEALANT BETWEEN #8 X 1-1/2 SELF 2000 SJN VIKWv FLANGES. TAPPING JAMB CTYPJ L.KAIMN_ IX OR 2X MULL 8 x 1-1/2 SELF TAPPING Sly c DETAIL B 9 X 1/2 SELF SECTION A —A (1i SECTION A -A (21 TAPPING sMs 3D 'TAPCON TMN SCREV ANOM Cr PJ 1X4X1/9! X4X3/8 _ SILL CLIP TUBE MULLION , TUBE MULLION yi .. .. - - Ar—wo 200o sx ,sE°anr,nov JAJAMB CTYPJ t MLLM N 1. SECTION 8 X V2 SELF 8XL2SELFTAPPINGSMSTAPPINGSMSTall SEM ANT.BETWEEN.. #8 X 1-1/2 SELFSEALANT WDNDOVFLANGESTAPPINGSMSFLANGESt i#HLLMN #9 x 1-1/2 SELF # MULLION TAPPING SMS CTION A A (41 8 X 1-1/2 SELF TAPPING SMS v 1 1/4' NIX Q - — EMBEDMENT PRECAST szLLL H'% i1ERS CHOR CFOsADDITIONALANS,-WHEN REQUIRED) 0 _ 0 SECTION S A —A (3; - F H_ SELF TAPPING--" SMS CTYPJ fl TA It FVATION VIEWED FROM EXTERIOR A.• __ _ _ _ . n txa;xrrA Iaxat.. INC C' FLORIDA EXTRUDERS 5ADiF'OIiD FIAIiIDA Tm.& SER. _ 2000 rLANGE SHEET_'! flF 2 VERTICAL - MULLION INTO HORIZONTAL :. SEE OTHER SIDE' (SHEET.2 OF 2) FOR,. DESIGN • PRESSURE 'CAPACITIES 18 , 213 nanurT Br: JBH Appw t neTa: 2L2/02 .,_ scum- NTS... Dtrc.:;:,..2VMHhIFLG Z?s APPUES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED FLo ;,U A B.G.A.s'. OW AVIVIOIM• 11NdM VKN RECLARM DETAIL C r7, O MAM.A M NAME: SHEATHING o_ WINDOW FLANGES INSTALLATION ANCHOR f8 WOOD L )RILL.ION 2000 P.V DESIGI R NUELFON SCREV (TYPJ 4' T'Aal SIGNER SILL (TYPJ O X 3/4 SELF 18 X 3/4 SELF EXTERNAL MILLION PING SMS, TAPPING SMS TVO BY WOOD INSTALLATION CLIP BUCK BY OTHERS Ix27/16X1/8 jj''1X2,7/16X3/8 TUBE MULLION / TUBE MULLIDN MULLION _ SEALANT BETWEEN WINDOW FLANGES - xiAn t MULLION 2000 P.V DESIGNER IFIe1LS r-- A SILL (TYP.) 8 X 3/4 SELF N8 X 3/4 SELF A." APPING SMS 1000 Sit TAPPING SMS 08 X 3/4 SELF HEAD (TYP.) HEAD (TYPJTAPPING SMS SECTION A —A (1) 2 x 4 x 3/s _. SECTION A —A (2) TUBE MULunN 1 1/8' MI EMBEDMEN ii.EYdI14li SIT SETVEENVIEWEO'FROM EXTERIOR L MU.110 I 9ETaL e: APPLIES TO HEAD. &.SILL NMERE I• X r I•..x 2 7/16"..TUBE YtR1fONS ARE USED IlA>l" _ . SEALANT KTVEYN SEALANT SETVEEf( ALLATION ANCHOR WINDOW FLANGES - WV4 W FLANGES ...p WOOD SCREW L MULLION L MULLION (TTP) 2000 P.v DESIGNER 2000 P•WJDESIGNER B8 X 3/4 SELF Hom SILL (TYP") SILL (TYPJ TAPPING SMS 68 X 2/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.M. SECTION A -A (5) I X 4 X 1/8• I X 4 X 3/8 MEAD (TYPJ EMSEDHW TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL, INC, sarr nn. >r opmA SER. 2000 FIN SHEET 1 OF,2 TWIN HORIZONTAL MULLION SECTIONS " SEE OTHER SIDE (SHEET 2 OF 2)'FOR NB X 3/4 SELF- I8 X 3/4 SELF DESIGN PRESSURE CAPACITIES l000 SH TAPPING S1 loop S H TAPPING SMS f E$ 2Q1r1 HEAD (TYPJ . HEAD (TYPJ DRAIIN HY: MSH APPROVED BY SECTION A -A (3) SECTION A —A (4) DATER/6/02 scwit,:NTS arc•:: 2HMFINTw 2000 P.VJDESIGNER SILL CTYPJ 8 X 3/4 SELF TAIPPING SMS , 1X27/16X1/8 TUBE MULLION I`WINDOW SEALANT BETWEEN S I ` wumv KALM F4 . FLaV S S X 3/4 SELF 2000 S.H. TAPPING, SMS HEAD CTYPJ SECTION A -A (1) TYPICAL MULLION TO CONCRETE • JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL—Q k 2' X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR MASONRY = 2000 P.VJDESIGNER BY OTHERS SILL CTYPJ 09 X 3/4 SELF, TAPPING 1XS2 7/16 X 3/8 TUBE MULLION 08 X 3/4 SELF 2000 SH TAP NG SMS JHEADCTYPJSECTIONA —A (2) SEALANT BETWVDNDOVnAG L MULLD]N V 1 VIAMACWWR NAM: F vRiva v es HAff= ME # SEALANT BETWEEN VDRXIV FLANGES L MULLION 2000 P.WJDESIGNER 2000 P.VJDESIGNER SILL CTYPJ SILL CTYPJ i8 X 3/4 SELF •8 X 3/4 SELF TAPPD, SMS TAPPING SMSi //1 X 4 X 1/8 1 X-4 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN - WINDOW FLANGES L MULLION 8 X 3/4 SELFISX3/4 SELF TAPPING SMS 20M S.H. TAPPING SMS 2000 S H HEAD CTYPJ HEAD CTYPJ SECTION A —A (4) DWALLATM ANCKM 3/16 M TAPCON SCREW AMC" CTYP.I XTERNAL MULLION ONE BY WOOD' INSTALLATIONTION CLIP BUCK BY OTHERS Q ' r2000 P.VJDESIGNER SILL CTYPJ 8 X 3/4 SELF, TAPPING SMS _. 2 X4.X 3/8 TUBE MULLION Q L1 1/4' MIN. EMBEDMENT DETAIL 9 N-'— A M8 X 3/4 SELF A TAPPING SMS2000 -: HEAD S. H HEAD C7YPJ SECTION A —A (5) ; F_ 1FVAT ON-. VIEWED FROM -EXTERIOR FLORIDA EXTRUDERS R 0, FLoxmAftZ SER., 2000 . FLANGE` SHEET :I; OF-.2, _ TWIN HORIZONTAL "MULL ION`&CT IONS SEE OTHER SIDE (SHEET-2 OF-2)-FOR DESIGN_ . PRESSURE.. CAPAC.I TI ES, 1 F 82002 bi&w BY: MSH APpxllvs;D-E c. . DATE 2l4102. scAz NTS ntrc.` '2HMFLGT41 Q(:, SEATWEENSFLANGES L MILLION AIlXftlARY PLATE TM ADDIT@W. ANOOM WHEN REMARED) 0' CENTRAL FLORIDA B. ®. A. F. MANUFACTURER NAME: o -o fL o/P/l>f F,I-AZUD S - - HA,9MR FILE # NUISDL 2000 P.VJDESIGNER cmw r•wjm-aa `- 1 SILL (TYPJSILL (TYPJ 08 X 3/4 SELF R8 X 3/4 SELF TAPPING SMS TAPPING SMS, 1 X 2 7/16 X 1/8 TUBE MULL10N 1 X 2 7/16 -X 3/8 TUBE MULLION BGEE LAvSwFLANGEL MILLION s8 X 3/4 SELF 1LX10 Sx TAPPING SMS HEAD ( TYPJ SECTION A -A (1) SEALANT BETWEEN SEALANT N W04WV FLANGES L MU11LM LKILLION2000 P.V./DESIGNER SILL ( TYPJ N8 X 3/4 SELF TAPPING SMS SX4X1/ 8 TUBE MULLION 09 X 3/4 SELF 1000 S.H. TAPPING .SMS HEAD CTYPJ IeNM A. -A !l) 68 X 3/4 SELF 1000 Sx TAPPING SMS HEAD.( TYPJ SECTION A -A (2) WINDOW L MULL11 2000 P.VJDESIGNER SILL ( TYP7 R8 X 3/4 SELF TAPPING SMS IX4X3/ 8 TTUBEMULLMULLIONN- 68 X 3/4 SELF TAPPING SMS 5000 S H. HEAD ( TYPJ SECTION A -A (4) APPUES TO HEAD & SILL WHERE 1" X 4' do 2' X 4' TUBE muLUONS ARE USED SHEATHING INSTALLATION ANCHOR 68 WOOD SCREW CTYPJ EXTERNAL MULLION INSTALLATION CLIP Mu1ION WTA - f A 2M P.V./DESIGNER 1 rSILL (TYP.) l L_ A l 8 X 3/4 TAPPING SMS 2X4X3/ 8 TUBE MULLION I L1 1/8' MIN EMBEDMENT VIEWED FR(1N ;EXfER OR DETAIL B APPUES TO HEAD t S&L *CRE i" X 2' k1' X 2 7/16' TUBE -MULLIONS ARE USED AN c sca aa ALLATUN CHOR ACTION A -A (5) 'R„P"°°° SCREW. ..... HOLL12 CLIP 8 X 3%4 SELF TAPPING SMS —1000 S.H. t I/e' ImL HEAD ( TYPJ E KNO4 - FLORIDA_ EXTRUDERS AnoNAL' lrc SANFORD.. FLORIDA TITLE: SER 2000 FIN SHEET 1 OF 2 1 r HORIZONTAL"MULLION SECTIONS vV SEE OTHER SIDE (SHEET 2 OF 2) .FOR DESIGN PRESSURE CAPACITIES. DRAWN BY:MSH APPROVED,BY - DATE: 2/6/02 SCAL NTS •, DWu: -2HMFIN,:- TVD BY WOOD BUCK BY OTHER TYPIM MULLION TO CONCRETE O JAMB APPLIES TO JAM8 WHERE 1' X 4' DETAIL B ak2' X 4' TUBE MULLIONS ARE USED) SEALANT BETWDQOVLANCESCONCRETEORMASONRYvDMOVFLANGES !lV L BY OTHERS L MILLION 2000 P.V./DESIGtNER r2= P.V DESIGNER INSTALLATION AN04OR 3/16• NA SD1 (TYPJ SILL CTYPJ TAPC{BN SCREV ANCHOR CTYPJ t8 X 3/4 SELF II8 X 3/4 SELF TAPPINNGG SMS TAPPING SMS ONE BY VOOD l 3/8 BNSTALlATD7N CLIP EXTERNAL MULLION I! TUBE MULLION 1/8 TUBE ILLION1 BUCK BY OTFB RS Q MLLLMN 2000 P.VJDESlGNER SILL CTYPS _. 8 X 3/4 SELF . TAPPING SMS X 3/8 117 TUBE MULLION Q 1+-1 1/4' MIK EMBEDMENT - nEtelL_a 8 X 3/4 SELF A. _ TAPPING SMS 2000 SIN_ WAD crYPa. SECTION A —A (5) EI FUATION VIEWED 'FROM EXTERIOR FLORIDAC. EXTRUDERS Mn, nD ASANFORDF'LORIDA TTrLs: SER. 2000 -FLANGE SHEET ,1 OF; 2 A':''•, HORIZONTAL MULLION SECTIONS SEE OTHER S i DE (SHEET 2 OF 2).: FOR DESIGWPRESSURE=' CAPACITIES i DRAT42C eY: MSH AFPRld S Hl' ` DA? t-2/4/0 — sGAL$ NTS-;-_ DVG.:-=2HMELG-: 8 X 3/4 SELF #9 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 S.H. HEAD CTYP.) HEAD (TYP.) SECTION A —A (1) SECTION A —A (2) SEALANT BETVEEN VINDW FLANGE - L MILUO N aNT JER SEALANT BETWEEN wT sEAuF.. BETVEEII VINWV WINDOW FLMIGES i MULLION ' L ?LLLtON 20M P.V DESIGNER OMIPWJDE, SIGNER SILL CTYPa i8 X 3/4 SELFX 3/4 SELF TAPPINGSMSPVIGSMS1.X4X3/81X4 X3/8 TUBE MULLION`TUBE MULLION F8 X 3/4 SELF9 X 3/4 SELF TAPPINGSMSAPPINGSMSF- AD (TYPJ HEAD CTYPJ SECTION A —A M SECTION A —A (4) ay TWO BY WOODDETAIL BACK BY OTHERS 1 1/8' HIM, .. EMBEDMENT 200020DOSA1X27/16 X 1/8 LAIC S.H. JAMB (TYPa B CTYPJ I X 2 7/16 X 3/8 _. TUBE MULLION % TUBE MULLION 2 X 4 X VS TUBE MULUON SHEATHING 08 X 1/2 SELF •8 X 1/2 SELF INSTALLATION ANCHOR 08 WOODTAPPINGSMSTAPPING ,SMS SCREVCTrP1 EXTERNAL MULLION INSTALLATION CLIP 2000 SR MULLION B CTYPJ _ APPLIES TO HEAD & SILL WHERE 1" X 4' do 2' X 4• TUBE MULLIONS ARE USED SEALANT IET •8 X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1' X 2* t MULLION L MULLION TAPPING SIB do 1' X 2 7/16- TUBE MULLIONS ARE USED 1/ 2 S ELF HOR TAPPING SMS INSTALLATION ANC TAPPD1 AI 118 vooD SCREW SECTION A —A (1) SECTION A —A (2) (trP I SILL CLIP t8 X 1-1/2 SELF WINDOW FLANGES 1 1/9' MIN. KA WAC1lsER NAM: TAPPING SMS t MULLION EMBEDCNT r dwR/1J SECTION A 7 DETAIL c AUXILIARY` PLATE - I X 4 X 1/8 1 X 4-X 3/8 CFDR ADDITIOMAL=ANCHORS,WMCN REGuMED> TUBE MULLION .—TUBE MULLION 2000 SH 2000 S.H. A A. ._ JAMB CTYPJ JAMB _(TYPJ M8 SELF. TAPPING N8 X 1/2 SELF. B8 X 1/2 SELF SMS CTYPJ:_ DETAIL B MILLION - - TAPPING - SMS TAPPING SMS EL IIAT{ON YIE9gE0' fl?OM. EXTERIOR INTERNATIONAL, INC FLORIDAEXTRUDERSf ' SANFORD, FLORIDA i r SER: 2000 FIN SHEET I 'OF 2 VERTICAL MULLION -SECTIONS' SEALANT BETWEEN _ SEALANT BETWEEN VINDOW FRAME WDVCOW FRAME. = 4 SEE OTHER SIDE (SHEET 2 OF _2> :`FOR L MULLION L Ml>LLTd1 1 , DESIGN PRESSURE- -CAPACITIES 8X. V 1/2 SELF._:. __ _._.BB .X I-L/2 SELF TAPPING. SMS TAPPING- SHS D&A11N BY: MSH "`'' APPROVED' BY: SECTION A -A (3) -7, SECTION A —A (4) DSTs:2/6/02 sceLE:NTS DWG: 2YMFIN a' - 3 UK BY VOOD DETAIL C 2000 S.M. 1 X 2 7/16 X 1/9 ' 2000 S.K 1 X 2 7/16 X 3/8 j B= BY OTHERS MD (TYP.) TUBE MULLION •AMB (TYP. TUBE MULLION CONCRETE OR MASONRY' i 1/4' MIN. ' BY OTHERS EMBEDMENT Q Q Q 9 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCMOR 3/16' DIA TAPCON SOREV ANCHOR CTYPJ EXTERNAL MULLION 2 X 4 X 3/8 INSTALLATION CLIP SEALAtT BETWEEN TUBE MULLSEN:ANT BETWEEN ION VIN& kJLLLLIONFLANGE'S VINIMMULLIwFLANGESS 2 iYPH('i L NULUON TO CONCRETE O HEAD MULLM N ((APPLIES TO. HEAD._& SILL ;WHERE 1' X 48X1-i/2 SELF TAPPWGISMS JAMB (TYPJ c 2 X 4',SUSE `#NUWONS'.ARE USED) TAPPINGSMSSECTION A —A (1) SECTION A -A (2) 9 X 1/2 -SELF DETAIL 6 - TAPPING SMS INSTALLATION ANCHOR 2/ 16' DIA. TAPCON 1 X 4 X 1/8 1 X 4 X 3/9. SCREW ANCHOR CTTPJ TUBE MULLION TUBE MULLION - SILL CLIP 0 8X i-1/2 SELF TAPPING. SMS FLA 2000 & K 2000 SH t MULLMN s: 1 1/4' MIN. NB cTYP.1 JAMB (rYP.) SECTION A A_ ` (5) IMIL C _ PRECAST'SAL BY GT}ERS I AUXILIARY ' PLATE 8 X 1/2 SELF #8 X In SELF TAPPING SMS .. :_ TAPPING SMS SEALANT BETWEEN' SEALANT BETWEEN VNNDDV FLANGES WINDOW FLANGES t MULL10N . - t MULLION #9 SELF T FDR_ ADDITM NAL _ANCHORS WHEN REQUIRED) 8 X 1-1/2 SELF E8 X 1-1/2 SELF SMS (TYP.) DETAIL H MULLION TAPPING SMS TAPPING SMS SECTION A —A (3) 'SECTION A -A (41 VIEWEDFROM EXTERIOR yr- /`7 ` bAMANUFACRM-....i.i• tY.1C. Nam. FLORIDA. EX'TRUpERS IIiTERIt!lTIONA - ;iNC SANFQRD, FLORIDA: TrrtE A H :.: VERTICAL MULLION SECT IDNS'— SEE OTHER SIDE { SHEET< 2- aOF--2) FOR 1.8 20 DESIGN PRESSURE CAPACITIES muvN BY: JBH - 1APPROVW.- a3t,2 .P;T Y D1fG G^ NfiS 4rr PRODUCT CONTROL NOTICE OF ACCEPTANCE Prentdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAN11-DADE COUNTY. FLORA METRO-DADE FLAGLER BUILDI; BUILDING CODE COMPLIANCE O1:FI MFMO-DADE FI.AGI.[sR OUu.Dr 1.10 wnsr FI.ACtIXIt M1M.L- r, SUC11i t MIAM1, FLORIDA 33130.1 105) 375-2901 FAX (305)175•2' COMrR ACCOR LICENSING SKC.Irl 303)375-2527 1:AX(30s)371-: Cc)WW%Vrott Fix FORC.r.,11FINT DI1•ISI 303) 373.19" VAN (301) 371-: t,ttouuc: r coN•rnot, Divis, 301) 373.2902 VAX (305) 3724 Your application for Notice of Acceptance (NOA) of. Eutergy 6-8 S-W/E Inswing Gl:ucd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Doc County Building Code Compliance Office (BCCO) under"the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. tf t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if is determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Cede. The expense of such testing will be incurred by the manufacturer. /ZIA ACCEPTANCE NO.: 01-0314.2 EXPIRES: 04102/2006 Raul twarl8uez Chief product Control Division THIS IS TIME COVERSNEET-, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIENY COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. APPROVED: 061051200i Francisco J. Quintana, R.A. Director Miami -Dade Count) - Building Code Compliance Offic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepts designed to comply- with. the South Florida Building, Code (SFBC), 1994 Edition for Miami-t County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NY/E Instr•ing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings.' 3. LIMITATIONS 3.1 This approval applies to sing!: unit applications of pair of doors and single door only, as shown i approved drawings. Sin -le door units shall include all componcnts described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang'such that the ang!e between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed•ir non -habitable areas where the unit and the arcs arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shut(ers): the installation of this unit will require a hurri, protection system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building pennit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ofthe approved drawings, as identified in Section 2 ofthis Notice of Acceptance, clearly marked to show the: components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co SFBC) in order to properly evaluate the install 'on of this system. Manu l Pcrcz, P.E. Product CoC Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 05 2001 EXkRES April02, 2006 NOTICE OF ACCEPTANCE; STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documcntation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of (Iris Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, lfany portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and otlier documcnts, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at (he job site at all tine. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Noticc of Acceptancc consists of pages 1, 2 and this last page 3. END OF'I'llIS ACCE11''ANCE Manuef Perez, P.E.'Product Contr scam Produ _ ntrol Division FIBERGLASS DOORS Glazed Units 6'8" I'Ieiglit — Inswing 27 _ 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" Application Filed) 3'0" TV Not Listed Not Listed Multiples sth) roasonite international1 d. BUD U` F13ting , tl 27 + 1'0" 2'8" + 17 2'10" + 1'0" 02-0419.08 2'10" + 1'2" COP-WL-MA0143-02 Application Filed) 52.0 NO 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 2' 10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" f 1'0" + 2,8" + 1'0" 1 17 . 3'0" + 1'0" 02-0419.08 17' + 2'10" + 1'2" COP•WL-MA0144-02 Application Filed) 52.0 NO 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" I 210" + 210" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2.8" 2'8" + 2'8" 02.0419.08 2'10" + 2'10" COP-WL-MA0142-02 Application Filed) 52.0 NO IXX, OXXO 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0419.08 210" + 2'10" + 2'10" + 2'10" COP-WL-MA0145-02 Application Filed) 52.0 NO 3'0" + 37 + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Inslalfation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade 8CCO protocol PA201, ti02 g PA2J3. 0 Pak Taff EKr" 1'INV1, f, I.A(\ r, ret'NV lrpt)N[ N..Y—.OfO"N,"InrrOe",r 0 Apt Cvmftnt Masonite International CorporationOurt06lVWr`y Muga•N 01 prr."n ullp6'.'MtM mAti fptblKNi6ns, Otign PO 1`WYtI OtUd :Wyeu 16 enxga w4how N61iR. COP-M-1VIA0100-07 FIBERCLaASS DOORS Glazed Units 6'8" Height — Outswing 2'6" 02-0418.03 X 218" r COP-WI.-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" 3'6" Not Listed Not listed — I y j 1 X0, OX, OXO 1 t 2'8" + 1'0" COP-WL-MA0163.02 02-0418.03 Application Filed) 55.0 NO 2'8" + 17' 2'1J + 1'0" 210" + 17, 3'ti" + 1'0" 30"+1'Y 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO IT + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 10" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0' + t'2" 26 ,26" w26" 2'8" + 2'8" + 21' 2' 1 C" + 2'10" + 2104' ) 3'0" + 3'0" + 3'0" XX• OXXO 2.8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2 8" + 2'6" + 2'6" COP•WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO I 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Dccr arrangements using fewer panels than wha! is shot -min the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonPe.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201• PA202 & PA203. tHIYNcf lr Ir•n All; K,1 rhY t'00ttt .aenM•"Nri"14n Gv 0.: AyAi7.IW2 .ra., oe•nq o•n, 0"C*44WIO$1WAr11ofyroevohnpWWX11nMakes "ItACN-Ons,oesigoWpro7rd Masonite International Corporation. QN; rY ;V:iYI W CNA" "4W1 Im1Ke. COP-WL-MAO100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing r1asonite International COP-WL-MA0146-02 Dale BCCO 02-0423.01 Application Filed) O# fiating 40.0 Impact Rated NOX 1 Arrangement r X3. Ox, CXt) Singles (widlh) 2-0" TV 218" 2.10" 3'0" 3'6" Multiplesr 2'8" + t •0 Not Listed 1 COP-WL-MA0148-02 NOI Listed l de BCCO 02.0423.01 Application Filed) DP Rating 40.0 ImpaCt Rated NO 2'8" + 17 2'1 D" + 17 2'10" + 1'2" 3'0"+IT I 3'G" + l'2" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO I 0" - 2'10" + l'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'G" IT + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'e" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" +TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO TV + 2.8" 2'l0" + 2'10" TO" + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 2'10" + 2'10" TV + TO" + TO" + TO" Notes: 1. Door arrangements usirg fewer panels Char, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Insta?'anon inerections are available from the Wasonite International website (www.masonile.com) or from the technical center. ACW2; design pressure requirement for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bullaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakaraff RN'1' MY'00"S N.-1-4fo-p"fro, 0— n, a' • MO"afrr.p.am-4mmabetSpc:,rcx,W%.ttiDrrI n:.:1 Masonite Internatio ai Corpora ior+ J•' S.Ir,.:l :^L.[".' IMl,SJ4 l,4'Y!. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing X 2'0" COP-WL-MA0166-02 02-0423.03 Application Filed) 47.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed X0, OX, OXO MultiplesArrangementith) 2'8" + 1'0" masonile InternationalMiami-Dad COP-WL-MA0168-02 o 02-0423.03 Application Fled) 1' Rating 47.0 ImpactRated NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 'IT 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 17 + 2'10" + 1'2" 17 + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" TO" + TO" +37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + TV 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. S. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. 0 Oa.kcraff I'MENCLASS KN" KY UOONS 4M"1j'EK" N—T.-"Fb tN t—VDa+.' Y Mn/y/,/„ • Oprit9.2oo7 Masonite International CorporationOWCO/t.nuaq Waprim ofpo0utl inMovemlM makq spetNicallonf, OlSpn iM pOAKI W$O RO 10 ChV9t Wdh0t1 WKC Opaque Units COP"WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing 7x72'10" Singles (tvidth) 2'0" COP-WL-MA0101-02 r5l t i 01.1031.01 76.0 1 t.. '1 NO r6" 2'8" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO th) 2'8" 1'0" masonite internationalr COP-WL-MA0103-02 I OCCO 02-0109.10 Application filed) DPRating 55.0 ImpactRat NO 2'8" + 1'2" 210" + 1'0" 210" + 1'2" 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1.0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 21" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0105-02 I 02-0109.10 Application Filed) I 55.0 NO I 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" —d Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 COak!raff EK" YI MI:MGI.A{i hNfMY DOOMS AR Ns"fii"w.D riMrf"frp,Or. nf'" Awt 29. 7003 n Ow Ir, Duu.r Masonite International C o rpo r a t i o nWcool "wDwbm O1 woautl lDwOvemeDl main +DN MUInDs etfwD •a wotlufs Dtud so wl mCDtlpt wAhWA Mlref FIBERGLASS DOORS Opaque Units 6'8" Height -- Outswing International COP-WL-MA0121-02 01-1031.02 IBM, NO 2'0 2s" 2'8"X 3'0" 3'6" Not Listed Not Listed Arrangementr X0, OX, OXO l 23" + 1.0" lnile International COP-WL-MA0123-02 Miami -Dade BCCO 02-0109.09 Application Filed) DPRaling 55.0 Impact Rated NO 2'8" + 1'2" 210" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" " 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcr a1'I L AR EK'" I INe"Gl ASS I.NYNY UOONt Nsr,•A"•"N /MrpuE,rolDwn WiZ9,tODt Manonite International CorporationOurtOr4tinpow"m m of O adW imoo W4M makn vrcOk>flw . Oespn "0DtoOucl oetaA Su0*0 to crotlpe wnkoa nice. A. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing Arrangemenl X Singles 27 r COP-WL-MA0106-02 r r BCCO 02-0109.08 Application Filed) Be-vs., 70.0 M. NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO lh) Multiples— 1'0" Posonile InternationalMiami-Dade COP-WL-MA0108-02 t 02-0109.08 Application Filed) DP RalinU 55.0 ImpactRateCkIll NO 2'8"+17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 17 + 21" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 17 + TO" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109,08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + 3'0" + TO" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. Oak raf AR EK" e1NFNf.1. ,+iS ENTRY book[ Na T_e dfiwaYr eweOm, I U-NIVe\r sr. Oue a Oee ape 29. 2002 0w come mq olopom ao.0ow +mvf"emem makes soaolaala-s. oesq" and moouu Masonite In t e r n a t i o n a l C Or p O r d t r O n oew su01ec1 10 ChmW -11no0 nWKe. FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing Arrangement X 111POR11111111111 X0, OX, OXO Singles d.h) 2'0" M1111111111 COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO TV 2'8" 2'10" 3'0" 3'6" Multiples (width) 2'8" + IV Not Listed Masonite-U t COP-WL-MA0128-02 Not Listed r.l• 02-0109.07 Application Filed) r , 55.0 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0* COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1 T 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17+3'0"+1'2" 2.6" + 2.6" + 2'6" 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Oak ,raff AR EK" C .,Im H•I f,oM t&"t.KC:CASS 1:N'IMY DDOMA, Nn`L rMCY.. Ee"r Des. Aw+19.2W2 W, tonlww,p wo9Nm of wwluq -V,0 —eM mats speNfitamns. tlespn 4-4po0ucl n Oe•,:,t Dse., Masonite International Corporation otgJ SWIKI IV C11WW wikhoVl ,ID*t X Unit C' UNIT 8'r UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimumu Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" tong screws per location. Rough Opening . t Width of door unit plus 1/2" Height of door unit plus 1/4" MID-WL-MA0001.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" 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 A21H1? Masonite international Corporation owcofflcan"wnrp aoyram of aotl•q +"aovemeltl mNes sltKilrca.ons. oesgn Mo Orodoct 6ma.1 3uolKt to mettle witroo owict. K XO or OX ' tt fl Unit t SINGLE DOOR WITH 1 SIDELITE UNIT 8'0" UNIT 5/16- 17.1/8' MAXIMUM ON CENTER TVP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include x8 and 110 wood screws or 3/16'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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 property to transfer loads to the structure. 0 Aped 29 2?72 MJSOnite UteenaliOnal Corporation Dw o.owN ." Q. mWvn .Cr•a'.r.M" nD es SYKdtal Nan. desgn Inc rxoo Ona'1 suoieu to c•+"pe "4no"1 MKe. Mil)-WL-MA0004-02 Unit SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8*0' UNIT 13-15/16" 17-1/8, MAXIMUM ON CENTER TYR Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. r, . i 1. I • t' 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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 toads to the structure. r alr,r.a, bo"r April29,2002 Masonite International Corporation Q•r COn4nu.Q :1rVU Jnr VI 1.. Wj.:. ;rWtr11M1nWM{IMC IKaIUn. oc)rq" inC WVOutl detail %.4^110 :rJn:K WhNI OW" OxxO Unit MID"WL-MA0005"02 DOUBLE DOOR WITH 2 SIDELITES b- CL TYP TYP. o TYP. TYP. 1 11 1 11 I 11 11Tsi Il I II li l 6'r 13- MMinimum FastenerCount 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 6'e" UNIT 5/16` 17.1/e- MAXIMUM DN CENTER TYR Rough Opening O) Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Aptd29,2002 Masonite International Corporation Out continv" Otoptom of godutt mdto"etd mats sw,kat.dn dtsyn and ptodun Otto., suorcct 10 cna." w4hw notw.t XX 1, , Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit sire • 6'0" xrr Design Pressure 52.0/-52.0 t.lmited water unless SWIM threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design Pressure and impaq resiSM requbements tot a specific budding design and geographle location is determined byASCE 7-national. state or local building codes spectly the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeh followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: an oo am an na 9 as 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: n as on an na nn oa 105 Series 106.160 Series' 129 Series' 12 RA., 23 RA, 2e RIL 107 Series' 108 Series 30e Series Series' This glass kit may also be MO in the INIOMng 0001 style: Eyebrow 5-113nel with scr011 Oakraff AR !EK" w..,..l.a.. r .Ir,ed 1'Itl L•RGlA 55 11aTN S' UOOR ."T'D"`+r''}"e^dYU^°^ .%i I r.ir Apia 29.200? Masonite International I orporation ow 1:661 lle.p 019WAM DI 0,00Dn makes speCdcal*ft. Sew and1.0" 0"44 S.b*a 40 ChWW .0" n01Ke xx If # + 1 a 1 Glazed Inswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 011 00 f` 404 Series e10 Series 109 Serbs 114, 120, 122 152 series 149 Serbs 300 Series Serbs CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f / &af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK'" ir•In t'e •iu.•a r1Ul M1;LA-N,S LNrRY IJ —WN No-..%-wN F. I - .[Mir Dow. April 29. 2002 Ow tonmewg woonm of podia + Dp mera makes swdiratiom, design and modua onba sub'"" to wnee wnnow MKt 0. v0• Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 310" x 618". Single Door with 1 Sidelite Maximum untl size . 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a speddlic building design and geographte location is determined by ASCE 7-naliorW. state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: am olon IMM an 00 go a0 00 M1 00 100 Series 03, 135 Series 136 Series 822 Series 1/2 GLASS: n F1 00 00 H a0 Oa 00 00 00 GoI Series 106, 160 Series' 129 Series' 12 RA. 23 RA.. 2e R[L 107 Series' 108 Series 304 Series Series' This glass M may also be used in the hollowing door style Eyeolow 5-oa60 vdth saon Oakcraft W 1 x.• tNA t d 1. AR k EK 1..i....1, 1.. 11111. 111:1. A LN 1'4V U0—S Nen.S.aYMN fOM(Iw lMrt bOplPREM! a". a p npn129.2002 Masonite International Corporation Ow com•Mw; wavam of a eft-0 Aiwo,emtm -"AtS SDHOA—S. f1K-en 4110 iNc1 otUd S0,4!1I 1C cndnat .411pq "We. XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0DOpp 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L 23R, 231, 450 Series 152 Series 149 Series 109series 120, 122 series 300 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 ARkEK" Graft IYIleN1a..\S'F lY1 Nl UIIIIN] r+—e. a...w ra..p.. E. 0— Apr429.2002 Masonite International CorporationOWoom "9 pragmm of proavo mW"t"w onSWili(alo s, des.9n ane 0100un jell., S4.tcl 19 0" , ,ol"o., "001! OXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Madmum unit sin - 9'0- x 6T Design Pressure 52.0/-52.0 Unfilled water unless special Ihmhold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistard requirements for a speci0c building design and geographic location is determined by ASIDE 7-na0ond. stale or blot buildingcodes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: as as ° ao an na H tin 100 Series 133, 135 Series 136 series 622 Series 1/2 GLASS: D 00 go n M as as tin as as tin 105 Series 106. 160 Series' 129 Series' 12RIL. 23 R&. 24 Rn. 107 Series' 108 Series 30e Series Series' This grass kit may also be used in the following door styles Eyebrow 5-panel with scroll Oakraff AR 4 EK" O•.1 en,,, e.l 11"lNr LA\1n1 ervrNr LAMS I+wAce PREM Apra 29. 2002 Ow conbnu rr a,oerN„ of Mooucl. WWtrnem mAkes$PKITK~%, aesgr,>^a o o0un MaSOnite International Corporation 61W wriRd ,4 er,a"e wrllbw r,ol't" s OXO A, . , Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 4 404 Series 410 Series tog Shies 114,120,122 152 Series 149 Serbs 300 Serial Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L 23R, 23L 450 Serbs 152 Sodas 149 Serbs 109 Series 120, 122 Series 300 Series 24R,24L Serbs CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraft r R o+ <d AR EW e m VInLrruLn+s r!rriKY uuurrb w..n..,..r+..w.ewt o.... April 2%2002 Masonite International Corporation Our COMMu.ne oroereM W 0r0eu0 A0101emeM Misei SOK'1i ~$q oeSien 0-d 9100utr oeuu S.Wo to chant w*r "noble. OXXO 1 ' ' t ' t Glazed Inswing Unit , FIBERGLASS DOORS APPROVED ARRANGEMENT: Af.: 01n, n ,. Double Door with 2 Sidelites Maximum unit size • 170" M 61' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Design Pressure 52.0/-52.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual designpresswe and Impact reslstamrequiremenls for a spedlic building design and geographic "on Isdetermined by ASCE 7-natiaW, stale or local building codas specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed -- see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: no ao an as as as 100 Series 133,135 Series 136series $22 Series 1/2 GLASS: 0 00OD [ ° LU as as oa as an an 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 PA. 24 NL 107 series' 108 Series 304 series Series' This glass aft may also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR EW F 11M4t:L\SS LDITNY DnOKS N T..Y F4-14u I —, Doe.. Mn• a A UrVVr\ Gr.%NJi... April 29. 2002 Ow c~v.na woaram of ploeyn mlprortm"i makn swdK,~j Desgn andwoouv M a s o n i te International Corporation oelaa % 0^1 tomane! —W —41 s oxxoCOP-WL-MA0145-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 40e Series a 10 series 109 series 114,120.122 152 Sefles 149 Setts 300 Series Series APPROVED SIDELITE STYLES: 0 e; IN Series 200 Series 12R, 12L. 23R, 23L, 450 Series 152 Serbs 149 Series 109 Series 120, 122 Serbs 300 Series 24R, 24L Serbs CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa^k.•.crr^a•ft ART EW r ..turtle barn. Yau • . 1. , . c J tllll"I;IA\\ Lf l"1 Ilr lr>Nl Nt.,h.er.IrM.a"„(..v, Daw. y c., r/{UYI .. rr.n April 29.2002 Masonite International Corporation OW C9MMWV DlopaM 01 D10dU0 "DIMMeM .90 SWd,CaWS. Oesrpn 390 0r00KI Oita SIWi toCla"".0h" Wce. t XX Glazed Inswing Unit COP•WL-MA0147.02 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door mi durum unit size • 6'0' x 8'0- Design Pressure 40.0/-40.0 UnAW 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 spedk bWdirg design and geographic location Is delerrWned by ASCE 7-nationai. state orlocal building codes sp" the edition r"Wred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: t» oa ao 822 Series R El ao 40e Series 108 Series U O akc,raff ARkEW 110EXCIn\] lr+1Ms' DOOR$ D-- aqtF: r.f ,, . • Aprl 29, 2002 Masonite International Corporation dcomMwng:noalamo1p,odutl_o,oeemem mthes sWdka,nns. des+en+no Dm000clwdeadsoect10Colds! «nnoanw ce. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). R W* State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 ARTEK" Oak .raft Mu t—, Da • Apru29,2002 Masonite International Corporation 0. CM4 , VOW&. et p,04.0 mo,ov "r* /r,t "5W jKAj0M. oeSo and WOMKI Omit SYMttr to Cr,y,Ot wAr w OwKt XO or OX e t) 4e l' Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite AWmum unitsize " W x 8'0' Design Pressure 40.0/-40.0 Umfled 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 ASCF 7-national. stateor local building codes specify the editionrequired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 0333 oa ao 822 Series 1/2 GLASS: E oa 404 Series 108 Series Oak raft ARkEK" 1. ier •..r I,.rur. `, r'1IIPNI 1, ,\C] 1!.Y'1'N\' OIlr 1".' eb..A...... k.••t•"L+ry lka.. 01Gee Aplrl 79. 7007 Our tonlmwnp proeranl of ri oft 1 .mD,o,tm eskes SW-IKaAlonS. deign and I. WKImak M as o n it e International Corporation Vtlu.r )uDitI1 IV Inlrrae ""Flow n.K, XQ or QX i• tI 4t 1 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: z 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK- E.Ae.c..ry 1.am NY 1>t)l)NS1'1"LNILASS uNxvvogs 'r Ne..H.a".0l.M.•4r E.wr Doa.. r/,V/`.I . f,N/JS Aphl29.2002 Our CW1, "no 010eram 01 w00u[e "nWm Cnl mates s0tt.acal.oln. eefpn ane 0,000a Masonite International Corporation MO S.W 10 e0ane! ""n001 "01-(e. OXO O. tt , I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum or* size . 9'0' x 8'r Design Pressure 40.0/-40.0 Umited water uMess specialthreshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant lequiremerds for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify dre edition requited. 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: 114 GLASS: 1/2 GLASS: a 00 40e Series Elm 00 00 822 series 0 108 Series U Oakcraff AR EK" Ito I.. NI:IAI\ lr+'tN 1'0I111 n.5 I—T..anN r—r4.. entry pew, f Il ir. i, O.• r Deep, Apra 29.2002 Masonite International Corporation ow Cemdwxp Woenm a mooua ,mao.rmrm +ruses seeahcarons. oew ana Woowr ones subtKI to C"t .than rwhre. Glazed Inswing Unit 1 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 9; 810 sorbs 3M safes APPROVED SIDELITE STYLES: a 450series 852 series 810 Serbs 300 Serbs CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and inspections). i/ &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oat k raff ARkEK- w'oo: ,r•n R PIOCKGLASS CNIXY DOORS tb.-te.wee rae.p" Go, Oee.. April 29. 2002 Ow ca""0ne I-OWSm of po0uct imppoeemenl mikes SWifKalglq. demon arM Woeucl 0lNd subitn 10 Chat witr. W MiCe. t.aulweit noM PlzEM0=.11 Masonite international Corporation OXXO t I I Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: IN 0 0 V Double Door with 2 Sidelites Maximum unit size .12r x s,v Design Pressure 40.0/-40.0 limited water unless special tlueslwlddesign is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic l callm Is determined by ASIDE 7-natWnal, stateor local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 e0e series IMM g0 ao 822 series 108 series 0 Q acaraff AR 4 EK" 1'40l`InULAS\ LNI MY Un()N1 nro..T.....afaw.putnv/Oas+ p C,. arlU.,I i•/n e 0-a.it1 O.r. ApraY8.2002 Masonite International CorporationOwcommunewoeramofWoeuamo." meM makes Smdical*ns, asgn ane pr00un 0"" suoren to cnanet wenoN M" OXXO tt t I; Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: x sic sorbs 300 Serbs APPROVED SIDELITE STYLES: 450 Serbs 852 Serbs $to Series 300 Serbs CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with Insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTDWITHACCORDAMIAMI- DADECOMPANCITY. To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakcraft AR 4 EW eT t llll Nl:L.\\\ LOr'1'N\'`I>r lllNfrbnt•.r.•e tAwprrr f•wr 0een Mn a p Aprr129. 2002 0-• r De• Masonite International Corporation OWfOrr ." O1OVOM Of WOOVn -910O emMt main i9*0Ket*-$. Oftiprr e10 OrOOW Oet" WWI 10 ch.", "90OA M"te XX 1 ' r a # Glazed Outswing Unit r 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 6W. Double Door fAudawm unit We - 6'0' X 6'8- Design Pressure 55.0/-55.0 Umited water union special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resW M mQukemems for a specftk building design and geographic location Is determined by ASCE 7-national, state or local bulk" codes specify the efton repaired: 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: an no ono na nn nn nn 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n 0 00 OD E, nn an on nn an nn 105 Series 106. 160 Series' 129 Series' 12 PA. 23 RA.. 24 Rll 107 Series108 Series 304 Series Series' This glass kit may also be used nn the following door style: Eyebrow 5-panel with scroll Oakes AR 4 EK" r tlfl: k6LN.:lA\\ I: kl'M 1' 1)1I()M\ Morvh.wNip.rgv l,wl Goon Apri29,2002 Masonile International Corporation a. C" Oftn Q woe'enl of plodurl •norovemeM males SW-tKM ons. despn and pudurl oe"a sWlrecl to Cnlnee .0how n04e XX it ' + L + 1 Glazed Outswing Unit I FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as ao 404 SereS 410 Series 109 series 114, 120,122 152 Series 149 Serbs 300 Series serer CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-518" 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 glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f / &Eotx State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR4EK" o r....r rFrue"4:LAt1 Liar"\uuu"\ raon.Ya,ua.e re«puGv,Omn ry n. a April 29.2002 Masonite International Corporation Our coreft g or.g,a M poeua -Wpo mtnl makn &W.kftiuM. Ongn 4n0 oroOUO otua wbwcr ro th"t «'now nm.te _ Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6T xST Design Pressure 47.0/-47.0 Umited water unless sW W threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impaq resistant msistaquhemeMs fora sPedlk buildingdesign andgeoprapMc location is determined by ASCE 7•nWiMal. state or local building codes spedy the edition r"Wred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: U oa an series 0 a as 104 Series 108 Series U Ora. k"aff Wu• AR kEK" [.tlu..taly lienYto ... Stl rJ FIeNNGIASS LN'rRV UUQNS M.yT.•.u.J[ftwg [E .10— /// IeU r Vt. er, n ,. Apnl 29, 2002 g•••. o.... M a s O n i l e International CorporationOmcomahwmgo.ogtam a m000n aepwemenl man sooaecalwns, oesron and mo0ucl OelaJ SuaNCI Wchange wJhoul nWWt 4 3 2 1 1 s) U44rrcA%Ac wx SELE5 FOR W AIDE DOOR. - REVISIONS 4) AID T°P a) REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION oPnonAL MASS OR 1 82 11/00 - )IwAa OTV (1) WAS (2) FOR TRACK BOLT L1fES AVAILABLE (5 D'BI HOINZOIRK TRIO( SUPPORT wmGT.L. DoSLoWITHPA7EDTOGA-WCS7T5D EDL Ilk coop. erwa ow 4XTw E4suurn ( 1DSTBr) D WIN 13 VAX STEEL " Al SAUDI 13// m, 1 LISTED aLOWm— COUPLE twowm> i C iMAILAKE AS AM OPTION VFJr v Al .?RA K THICKNESS: IWOL NESS: LK ?RACK71EC7NESS:.OBD' I igp T7. 2- 1 12 G GIY. ST@1 IRROt 1IM02T jjj j(III IIII __ O_ J(II Ilijjnorow LOCKING ® (s) naa[ wAOVS PER SIDE y'.A UEt 711 9YORT REPORT# 96C 6C !HORIZONTAL C L Y 1 jr Imiimil o .. - iU-gN5SWOOK ON Ica tAfRF1SWMK cm) SNFPI 11EGL SC110K IMODS 4110— A OPDONAL OUTSIDE KEYED LOLL POSLIIDN 1 WX ODOR TIIDNf xE'-O fl CIIFVAilpdS I/TMPNWC SELF C Sonya14 GFTEIArts xR L P11Ym1FtWlT IF4tf IC7L1: 1 d LAC SFAE.S ON 1 mum -am, OD. IM IELYOii DOORS m TO r- 0- Hw CONSIST OF (4) SECTORS (ypWN PRONr HLAE 1Bnf U.Y. TASLEIf RE01.9fGLAC semm ART BE COUNTERSUNK DOORS OAR rd Hof CONSIST OF (S) SECROfa JAIN wl Cwnc w OUTSIDE SLIWACE (BUT NOT REQUIRED) 10 PROADE A R ISH MMN C SLOP wunwD Rr mw wsrALLFx (10 A SURFACE *MFUOU I AMISS OD NOT TRANSFER 1M0. 20 G IK CAI.Y. SIFa END SHE 2.6 1FLD. PIKEAWBrmm55AOASS OR tw ttticD loRFR 10 G GIY. STEEL MOM SHE t/.' ACRYLIC LOT B NOTEFD ZAIMM YLRON R-B 12 ST GFASTENED T SO 1A" LATE RLINFJL PAN HEADSRAORT55/16 .0" SL7ET SM COATED 1RLIH 1-. .K S(10 sSCRENS PER LIFE) 3 AI AIDIDRS w 2/ CENSERS (CW PI -ND RON ONEPER1RAABNICNE7. GALVANIZING. TWTm- 0II PRHER. DOCA) w 24 C0am ROOD P9 AFL CONpCIO w T/IB' IA ]ROUND AIISI r TOPCOAT TO EEL TOPms WOf t7fG.GfS 9s' 1 5 TOM ) C, (toOo sAS7EI1EJt (ONEPERROUER)P S F/e JEGREO KY. STE©. TIDICE SINS OF STEEL SIOIMWASHERROLLER BMl1QT EACH ONESAWTATTAPOw1ANOfOLSOP. NM NIAf1LRSINN4T 12EQURMC (TIDY. EL TTRACK FF wAOfE75. f— TO4A5tGQEDRI SH EACIf (VINO /I46/S- SLEET iETK 4) eRA0E1 ATTAOED ./(s) FALTf SLOE a DOOIL FLUSMTRIO( ATUCM TO FAUN BrACKEF 1M6le' S Et 1ETAL 90R 5 NO SIP HAP A01MTS / S1EE7 IrETAI S711F matmam AACE, HDLQONDL ARM Do ROT rm OE 1/4-.Vr BOLT a Our i) r74"z7/4" sF1i' cwPra slims Pm Pw lI1Cc SCROWS. TRANSFER LOAD. w11101/4- OK RAFTS. OUTSIDE KEYED IIAILOIE END ETD YDLL SIIolur SmA. 10 BALL STEEL rtOlEFL END MINGE. EACH SIRE 51EE jun-9 IEE3BBm NARK INESRIFTEID. PE FASTENED TO E11D Dom tw 0r Amm FE Mcmd c _ ROAM PE /45495 O . 4) T 1W DOW HANDLE SHE Now% CommUMA P.E. f4mm S' TALL A -BAR a (4) 1/47•3/4' SELF I= STAR 20 G CAN. SIm rAPPNfc scRF:ws. SI4rP tAra1 tool aProN ENCYLI<5 w DESIGN LOADS: +24.0 PSF & -24.5 PSF w. NEED STRE140ft 50ILLOUTSIDEFLaSIDEmPROEEssoNaF11OW-L THE DESIGN OF UK SLVPORMS SNKKMJSK TEST LOADS: +36.0 PSF h -37.0 PSF ij s S- 1ALL a 20 G GAILY. S(1IM U-MRS ENDSLIDE BOLT Or DOOM THE OR STRUCTURE 1.01 5 NACCORDANCEW1-7/rO00 NABORON SECrtON. R! U-RN ON TEXT STILE NIO Tt7iiKN MaAI ON 1R AIE 9AFD N Lw[ LOCK ENGACES UM CURRENTt1aCURRENT44ItFNAY6mFOALp.msL PART NO.: - T SE,C. EAw wBAR ATIAOED TRAOL ONE • '°"° °Mi4i IDEAL SI: 1iBt 9. (COD A . Crlann4. OH 4S2O2 4 4 sas TAPwcsaONssa"DR. TOLERANCES a. ti Ns i 3(3 36I 4800 W DOOR. .0 - 3.03 YEAsBBtib Fa Nr. I-3I3-R2-SH SECTION! A -A (SIDE OCK OPTION r a c,,,.,L F..w b. .OD - t Ai5 DE 11ON: MODEL MIST W4 1" z 8-0: 24/-245 DESIGN LOAD e.A tN• ..E.. Ars 1 L. .000 = t.005 T G D W S(2)-5/14SHE E1. Ewa A 4.*w..w o000 = t.00i DRAWN SLY: BUM DATE: 4/i8/00 SCALE: MS DWG. ATTACHED 1111HI (27 /x4b/B- SHEET NfEiAL scREVs z N.... nnAB.r a..b.. AI.IAI UTA EXTRUSION //!% y>I fees = t 1/z CHECKED BY: )Iww DATE: 4/18/00. SHEET t OF t E Third Afgk _ a raF1L . + wRENS"mAREw'" C"m DWG. t02138 REV. NO. 1 4 3 2 e 4 1 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKINS OPTIONAL OSB CLASS OR LISTED 018' ACRYLIC UTES AVAILABLE SECTION B-B) 1) INTERMEDIATE STILE g goTAD 8 20 GA MIN. END STILES ATTACHED TO DOOR MID EOG-94E (AI.bP t1RE7}iAE SKIM WITH PATENTED TOG-L-IOC SYSTEM r• '—A OP, BOTTOM k CENTER). REPORT#9606C I 25 GA. MN. CALV.J TACKPOSITIONLOCK ) STETS SIN COATED WITH A BAKED -ON PRIMER, TWO POWSIDES) LOCKING AND A BILGED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SON. ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. p4D SLOE BOLT I SO:E LOCK ENGAGES INTO VERTICAL TRACK. ONE rl 2' DOCK 3' TALL U-BAR 20 GA GALV. STEEL 1d3.r 1-7/8" r 16 CA CAW. SIFEL TOP FAXLER68ft%CWBRACKEDA1TA1110 (3) Ar 41EET SIP TAP JC6fl5. 14 G CAW. STEEL END ,MCI EACH FAt7EME0 TO END SaQ' W 4 166 t (4) 1/4'x3/4- SELF TAPPNC SCREWS. REVISIONS N NO. APPVD: I DESCREMON MWW I OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT BY IN DOOR INSTALLM CFOSuIT)yi o 13 GALV. SiFFEI.. FLAG BRACJAMBIK14EACHFASTENEDTOWOODJAMB WONWITH 3) 5/16'0-5/8- WOOD LAG SCREWS. TRACK LOW HEADROOM 68AVAILABLEASANOPTION DOOR 6 2_ GALV. STEEL TRACK, 7 0 76 1' MIN. TRACK THICKNESS:.060' _ i 0 TYP. 2-1/27x12 CA GAIN STEEL TRACK BRACKET. T10N OF ._. LACK ON 3' TILL x 2D CA C U Z VENTS A EACH SIDE SM . U--WJt u A M _ ( 4) TRACK BRACKETS PER SAE. OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR TWIN TOAD t/Mx3 4' SOf TAPPWC _ MAX. DOOR WIDTH 9'0' CKET uiVI1F SLIM RII1T SCAE115 PE8 St tOrw7lpL O DOUBLE RA HORIZONTAL 14x5/8' SHEET METAL SCREWS L TRACK DOORSDOORS UP TO 7'-0' FOCH CONSIST OF 4) SECTIONS SH{OWN)). FRONT FRAME WITH U.V. DOORS OVER 7'-0' HIGH CONSIST OF (5) SECIlONS (NOT 5H10)YN). COATING ON OUTSIDE SURFACE DOUBLE TNACK 13 GA MV. SHn GOTTO 1 LOW HEADROOM OPTIONOOVERTMALJAMBATTACHMENTFRAMOURONCS): BRAUKET. ATTAOm M111 11D 14'x3 4" SELF 1/2'x3' LAG SCREWS ON 24 CENTERS. 1` O.D. MN. 114x5/8 OW METAL SW W5. TAPPING/ SCREWS. WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK SSS CLASS OR OPTIONAL 10 SCREW 14 GA E1O HINGES 18 GA INTERMEDIATE FONGE (BUT CDT REQUIRED) TO PROVIDE A FLUSH MOUNTING VINIL jEA 1/8" ACRYLIC LITE IM SURFACE. HORIZONTAL JAMBS DO MDT TRANSFER LOAD. SECTION B-B bf' VIEW C. SECTION A -A (SIDE NEMI) 4- PAN _ SCREW MOLDED TAINER VERTICAL J" ATTACHMENT IC-90 BLOCK OR 3(10 SCREWS PER LITE) END STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3 8 x4 SLEEVE ANCHORS 011 24N CORERS (BOTH LITE RETAINER INTER. NSNIXE Err20GAION. CJALV. STEEL END STILE C-90 BLOCK OR 2.000 P51 MIN. CONCRtlEj OR2x6YELLOWPINEJAMB1/4S4" li1PCON SCREWS ON 24' CENTERS (2.000 F-SNAP LATCH ENGAGES 51OE 20 GA. GALV. STEEL LAPSI MIN. CONCRETE)' WASHERS INCLUDED WITH TER. STILE SLEEVE ANCHORS. P O.D. MN. WASHERS REQUIRED WITH TAPCONS ANCHORS MAY BE COUNTERSINK INTER. STILE 12 GA GALV. STEEL TRACK (BUT NOT REWIRED) TO PROVIDE A RUSH ETWBRACKETSFASTENEDTOWOJAMB- MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT WITH ONE 5/16"xl-5/8• LAG SCREW TRANSFER LOAD. OUTSIDE KEYED PER TRACK BRACKET. HA'OLE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. SIRES 4) j14x5/8' c.,xrr ,.cru — 2' GALV. STEELTRACKFASTENEDTO14GACALV. STEEL ROLLER FO 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STO.ES FACN W%(4) TRACKATTACHED TOEACHBRACKET14x5/8' SHEET METAL SCREWS AND WITH ONE 1/ 4-x5/8' BOLT 8 NUT t4) 1/4-x3/4" SELF TAPPING SCREWS PER END HINGE OR TWO 1/ 4' D1A RNETS. PREPARATION OF .LIMAS BY OTHERS. 2- DIA SHORT STEM. 10 BALL STEEL ROLLER. JAMB CONFIGINRATION SECTION C-C SHTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCE MARK DRAWING. WESTERFIELD. P. E. TWITH HIS CURRENTBUILDINGCODESFORTHELOADSLISTEDONFLORIDAP.E. /48495 / NORTH CAROLNA P. E. /23832 4 3 ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END I V STILE OUTSIDE KEYEDLOCKLOCKBAR LOCKING INSIDE HANDLE DESIGN LOADS: +25: 0 P.S.F. RK -32.0 PST. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. SNAP LATCH LOCK OPOO4 TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. PART NO. - OnCF-- urd , SNotN txT,..l„ St2 td4t A Sxi 1669 1 as w.n°N`c0vwloo um' TOLERANCES . IDEAL ON uM 4+d tts M.4 00 0 1.03 6ov6O 6 Ffmt I. 1--5133--M- b wi'wN' r .00t.015 DESCRIP1'ION: MODES 6RSTW4 9-0 x 8-0. +25/-32 DESIGN LOAD re.w i. r6•. eti n.4 b .000 t.005 CAL 6..n.. OD a *,00DRAI/!T BY: BMM CAT$:,4/18/OO SCALE: NTS DWC.F3 Thud Ar4e .(;NECKED BY: MWW DATE:.4/18/00 SHEEP I OF 1 B Unless Stated ONw i- OmemoNSmoNS ARE w R4>om DWG. NO.: 102137 REV. NO. 1 2 891iS82A.OP'T MMML %.%dWAJ a d) V- jSJjjW13 j)jy. C A