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HomeMy WebLinkAbout345 Appaloosa Ct - BR03-002914 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER Csc 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE PERMIT # 'J4 DATE a 3 PERMIT DESCRIPTION Qgg"' f6ow PERMIT VALUATION 10O SQUARE FOOTAGE asmss CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 345 APPALOOSA CT for which permit 03-00002914 has heretofore been issued on 10/08/03 has been completed according to plans and specifications filed in the office of the Building Official ri r to the issuance of said building permit, to wit as 1;7cu_y y 1,>, complies with all the building, plumbing, e ectrical, oning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL DATE BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Lines In oi- oy . Meter Set Reclaimed Water ENGINEERING: Drainage Maintenance Bond Sewer Lines In Sewer Tap Street Paved PUBLIC WORKS: Street Name Signs ft Oy Street' Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 11 18 03 20.00 01-APPLCTN FEE -ELECTRIC 12/11/03 20.00 01-APPLCTN FEE -BUILDING 10/08/03 10.00 01-APPLCTN FEE -MECHANIC 12/02/03 10.00 01-APPLCTN FEE -PLUMBING 11/03/03 10.00 02-ENGNG DEVLPMT FEES 10/08/03 10.00 01-FIRE IMPACT - RESIDENT 10/08/03 59.27 01-LIBRARY IMPACT FEE 10/08/03 54.00 Yes No APPROVAL PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to'certify that the building located at 345 APPALOOSA CT for which permit 03-00002914 has heretofore been issued on 10/08/03 has been completed according to plans and specifications filed in the office of the Buil, 4ing_Official prior to the issuance of said building permit, to wit as \a complies with all the building, plumbing, el ctrical, 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 10/08/03 279.61 10/08/03 91.93 10/08/03 12.27 10/08/03 847.00 10/08/03 12.28 10/08/03 1384.00 10/08/03 650.00 10/08/03 1700.00 a 3 -off OWNER BUILDING ICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #:Oail ADDRESS: CONTRACTOR: PHONE #: '- AC)) 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 h been denied or approved with conditions. Your prompt attention will be appreciated. ngineering u Public Works Utilities OFire ION 0 Zoning 'n 0Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FANHLY RESIDENCE**** DATES ADDRESS: CONTRACTOR: PHONE #: 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. OEngineering Ziublic Works 0 Utilities 0 Fire n O N 0 Zoning n A OLicensing Pr CONDITIONS: (TO BE COMPLETED.ONLY.IF APPROVAL IS CONDITIONAL) IL CERTIF.CATE OF OCCUPANCY o REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** a DATE: c- \o( ac CV W t C L+- i N E O PERMIT #:C) 1 a of U o ADDRESS: \ (v \ Q At a y Q C CJ G O CONTRACTOR: 1 \ \ aCr 7= Q.1 Lu r Ntys PHONE #: 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. 7—Engineering D Public Works Utilities OFire n N Zoning Y1 k A OLicensing C.ONnITIONS! lTO RF CCIMPLFTPn ONI V IF APPROVAL. IR t omDTTIONA1.) 6 C'ERTIF RE CATS OF OCCUPAN r QUEST FOR FINAL INS ' PEC]aOjq; I 1 SINGLE FAMILY RESIDENCE * *ta. VCL a ' DATE: 8 o y _ PERMIT #.O _ V V i G ; C ADDRESS. :_ '' , E oI(A N 1 1 v I rV l O u u O C ; CONTRACTOR: C C W ACTOR: \ Q a CaONTR. 1 'i C v c_ I pHON Cj a E _ l a i Cr U 0 The building division Gas reLocationandis has nalinsde Certificate of occupancyinspection ur please sign off and dinspinspection b for the above been denied or a . your department. AfterapprovedwithConditions. ens. ' or submit addendum if ithasappreciated, ourpromptattentionwillbs e OEngineering OPublic Works Zff tjtilities CONDITIO OFire I OZoning OLicensing ONLY IF APPROVAL, IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY. O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Corrrpany Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS Qnduding Apt., Unit, Suite, arxUor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 345 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 103, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Type): 1P - ##' - ##.#Ir or ##.####n NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME 83. STATE SEMINOLE COUNTY 12M SEMNOLE FLORIDA B4. MAPAND PANEL B7. FIRM PANEL B9. BASEFLOOD ELEVATION(S) NUMBER 65. SUFFIX 136. FIRM INDEX DATE EFFECTTVEJREVISED DATE B8. FLOOD ZONE(S) Cale AQ use depth of kodirg) 1202940045 E 4/17,95 4/17195 A 24B B10. 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 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Btnlding Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al- A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/Al-A30, AR/AH, AR/AO Complete Items C3.-&4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from 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 Dor Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top ofbottom floor (including basement or enclosure) 29. 4 ft(m) I o b) Top ofnext higher floc NIA. t(m) n m o c) Bottom of lowest horizontal structural member (V zones only) NIA . ft(m) o d) Attached garage (top ofslab) 28. 9ft(m) E 0oe) Lowest elevation of machinery andlor equipment m servicing the building (Describe in a Comments area) a- E ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 27.9 ft(m) mog) Highest adjacent (finished) grade (HAG) 28. 7 fL(m) o h) No. of permanent openings (flood vents) within 1 f . above adjaoent grade 0 0 0 Total area of all permanent openings (flood vents) inC3.h 0 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and Con 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: WIWAM R MUSCATELLO, JR LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH .180A i I 1 11 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 2/10104 (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 lnsuranoeComm Use: BUILDING STREET ADDRESS (Inck drg Apt, Unk Suib, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 345 APPALOOSA COURT MY STATE ZIP CODE CaMany NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL 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 (WRHOUT BFE) For Zone AO and Zone A (WOW BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is beingcompleted — see pages 6and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottomfloor (Incudng basement orenclosure) ofthe building is _ t(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Buldng Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(an) above the highest adaoent grade. Complete items C3.h and C3.1on frontof form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E5. For Zane AO only: If noflood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordnance? Yes No Unknown. The local official must oertfy this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owneror ownersauthorized representativewho completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (withouta FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A A G and Eare conedto the Best ofmy noWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local officialwho is authorized by law or ordnance to administer thecommunity's floodplain management ordnance cancomplete Sections A, B. C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from otherdocumentation that has been signed and embossed bya licensed surveyor, engineer, orarchitectwho is authorized by state or local law tocertify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) GZ Acommunity official completed Section E for abuilding located in Zone A (without a FEMAassued or communtly4ssued BFE) orZone AO. G3. Thefollowing information (Items G4-G9) is provided forcommunity floodplain management purposes. 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: _. _ t(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 PLAN' OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 103, 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 THEFIDELITYNATIONALTITLEINSURANCECOMPANYOFPENNSYLVANIA THE REQUIREMENTS SET FORTH IN THECHMORTGAGECOMPANY, I , LTD. CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1" = 30' GRAPHIC SCALE 0 15 30 R&_N90-00'00"E PI 25.00' 1 a n N90'0( 25. n N INI O O 0 w01 oo O0 O zz 1d a Z I 3 Z I nj0 vim O I 30 I I TRACT "A" 1 LUSITANA WAY API NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-7-04, 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 THEEASTERLYLINEOFLOT103 AS BEING S00'18'49"W PER PLAT. FIELD DATE:) 10-16-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM42197 DRAWN BY: IL 2-7-04 CKB MBOARD 10-31-03 CK8 T PLAN 08/14/03 SOO LIMINARY 07/23/03 SDO J I17I O I 11II1 i 3' LOT 102 122.34' S89.41'11 "E n_ 3' 3' EA/C PAD 60.0' ory COVERED ENTRY ONE STORY 4.0 CONCRETE BLOCK oWEli RESIDENCE FINISH FLOOR 4.0' N ELEVATION-29.36 N89.41'11 "W 121.93' LOT 104 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 7 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED - FND FOUND UW CONCRETE WALKWSIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L9®6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 6.0' ry CL O 4a oa r- ur) ug O I\ Ix m O JV) a 1I 9v II i I 11I Q FND NAIL AND DISC LB 16393 (02/07/04) O FND 1/2"IRON ROD AND CAPLBA6393 (02/07/04) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. % f WILLIAM R. MU CATELL JR. PSM#492 5-06-20 i 7 : OPAM F RUM W.Ktt!0•r.. :e •• 'It'J,Ytv.IY,NS.`le.Ytl, N:a''':e'e'"iV •,iC.w. 'T' . ',"•: ,• , CITY OF SANFORD PERMIT APPLICATION Permit Is Job Address: Description of Work: 'rI twin Historlc Diifrict: "' 7Aning: Value o1 Work: S Permit Type: Building._ Electrical V Pool Mechanical Plumbing __ Fire Sprinkler/Alarm r —,- - _ Pole IecsricYl: New Service — $1 of AMPS 5Q 20D Addition/Allerwion Change of Smicc TempoMry — Mechanical: Residential _ Non•ResidcnReplacement— tia) Neu' (Duct Layout &Energy t Alc.'Requircd) Plumbing/ New Commercial: is of Fixtures p of Water &Sewer Lines tt of Gas Lines—•-- Plumbing/ New Realdentlal: q of Water Closets — Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square FOOURe: _ Construction Type: Y of Storits: Is of Dwelling Units: f'7oodZoot: (FESIA form requirud for other inan x) Artsch Proo! r ofown erthlpnRIL.•gal Docrlption) Parcel a: Owncn Name & Addrac • , O r C-- Contractor Name & Address: .. z ` Lake- L,f. — 3 Z 7 -state License NumAcr } — + ? ^ nG (' i e- Phone: Phone. & Fax: Contact Person: Dond; ng Company:-- nddiesr:— Mortgage Lender: -- Address: Archiimt/ Enginecr: Phone. Fa I: AdJrcss: Application it hereby made to obtain a permit to do the work and iniullations as indicated. I certify that no Wink or insullanon has conunenced prior to tn: Lcpermitcissuane ora permit an ssecureddfor ELECTRICAIL WORKn PLUMBIthat allworkwilbePrfrTnadtoNG, SIONS WELLS, POOLS, FURNACtandard$ OrgilllawsfelulatingcEsBOILERS. H ERS,rndmunQ TANKS, and t . scpan AIR CONDITIONERS. cle. OWNFR' S AFFIDAV IT_: I certify that all or•the (ongoing Information Is accurate and itut all work will be done in compliance With all pplt.oblt law: Ans constructionzoning. wARNMO TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 4YINC I and TWICEFOR IMPROVEMENTSTOYOURPROPERTY. IF YOU NTEND TO OBTAN FMANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE:C;ORDINO YOURNOTICE: OP COMMENCEMENT. NOTICE; In addition to the requirtmenu of thin pesrrsiL their ma he additional restrictions applicable to this property thsl nay be founo in inc public rc:onis 01 this county, andtheremaybeadditionalpetmiurequirodfmmotheraovc:mmcnul ctotia wch a mrx %stet .nopernt disrnM, state4crts, or icornt ag.rnc ici. Acceptance ofpermit is veritleution th;Il I will notify the owner ol'the property of the rtqurremcnu of Florida LaW. J. ignuuro of Owner/Agent Uwe: tit:nulur'e Jf Conrraetnr/Abort Dalt Print Owner/Agent's Name Print Cuntraetor/ nt'. N Signature of Nulary..Surr. of Florida f)atu Cignaturc of Nu Stair nl'FIonJ yUutc t•iwncr/ngcnt is -- Per sunany Knmvn tar Me tar (,:ynlraatnr/A,ent is yvr:rnurly Known to rte n Produt0 tU nPPI.IC' C1'IO\° APPI(Ovc-J) UY: Itldµ; -- — 6 — la ua: ti I)'nc) tlrr,i.i. a :)7c jlnRinl b I)aw) ( tnuial & D tc) jptC,:ll C undinnn.:: Marie A. Zettlem*t- Commission YDD221380 Expires: Jul 15, 2007 Bonded Thru r "Atlantic Bonding Co.- Inc a>- 10-03-203 9:52AM FROM WE j CITY OF SANFORD PERMIT APPLICATION Permit #:- / Job Address: Description of Work: Historic District Zoning: Value of Work: S -_ 4/(10, 00 A o w v'or-&-q Permit Type: Building Electrical Meehttnical 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 & &cw Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Linos # of Gas Uncs Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential t Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone (YEMA form required for otbcr than X) Parcel a: Owners Name & Address: Attseb Proof of Ownership & Legal FJl.fi7 L.lJIYm Contractor Name & Address: _ /%/a ft0, e", a2 ze -5e,,, zce e r — L -- State License Number: A!E: 61O oo -s' /-4--___ Phone & Fax: ppGo Lact Person: o . Phone: Bonding Company: Address: Mortgage Lendcr: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separatepermitmustbesecuredforELECTRICALWORK. PLUMBING, SIGNS. WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify Nat all of the foregoing information is accurate and that all work will be dono In compliance with all applicable lAws mr,uladng construction and toning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOkm PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDFR. OR ANATTORNEYBEFORE, RECORD[NCt YOUK NOTICE OF COMMENCEMENT. tjULQE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits requirtd from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremenw of Florida Lien Law, FS 713. Signature ufOwner/Agenr Print Owner/Agent's N;,me Date SignaturcofContractor/Agent pate Signature of Notary -Stele of 1•lorida Date Owner/Agent is --__Personally Known to Me or Produced ID _ •• 2o Af,/i Print C:o ctor/Agent's Name tif—wturo 0 ryState o Flarlda Vale Contractor/Agent is -zperaonally Known to Met ` MY Commission DDmwi Produced ID _ or n Expires May 17 2007 APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (initial & Dute) (Initial & Date) Special Conditions: CITY OF SANFORD PERMIT APPLICATION Permit #: O ty l Date: I ' 304 J' Job Address: y s / 1 n a otat a C+ Z t1 3 -)C,-j ncscription of Work: Historic District: "Zoning: Value of Work: S y3J Permit Type: Building Electrical Mechanical Plumbing % Firc Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential Non-Rcsidcntial Plumbing/ New Commercial: # of Fixtures Plumbing/Ncw Residential: # of Water Closets _ Occupancy Type: Residential Commercial Addition/Altcration Change of Service Temporary Polc Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Z— Plumbing Repair — Residential or Commercial Industrial Total Square Footage: 6--7 Construction Type: # of Stories: # of Dwelling Units: Flood 'Zone: (FEMA form required for other than X) Parcel It: n ( Attach Proof of Ownership & Legal Description) Owners Name & Address: 1 ` 1 n s _urn Phone: Contractor Name OVIEnn, FI nRIDA 32762-0027 -State License Number: Cr' 1PPI Phone & Fax: (407) 366-3994 Contact Person: ( C I'Itonc: Bonding Company: ACVANTAGE PLUMBING, INC. Address: 620027 762-0027 Mortgage Lender: 407) 366-3994 r Address: Architect/Enginccr: Address: Phone: Fax: Application ishcrcby made to obtain a pcnnit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. 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 this county, and there may be additional permits required from other governmental entities such as water management distric state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property of the requirements o Flori Lt 3. Signature of Owncr/Agent Date Signature of Contractor/ AgTl l Date re Print Owncr/Agent's Name Print Contractor/Agent's Name 1 i-}-- ,-,4 3, Signature of Notary -State of Florida Date Signature of Notary -State of Florida MARWA Y. HALL Notary Public, State of Florida! My comm. exp. Feb. 1,1068 Owncr/Agent is _ Personally Known to Me or Contractor/Agent is &'crsonally Kno"(Dinc No. 90 258139 Produced ID _ Produeed ID APPLICATION APPROVED BY: Bldg: 'Zoning: Initial & Date) Special Conditions: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) Sys THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05052 PG 1526 CLERK'S # 2003161214 RECORDED 10/08/2003 10:55109 AN RECORDINR FEES 6.00 RECORI)FD BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of proppertyy: Lot(s) 85, 103, 104, 105, and 106 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy ofthe Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date ofrecording unless adifferentdateisspecified): D.R. Horton, 0 by: o ert A. Lawsofi—,Wtstant SecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this LO day of 02003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc.aware Corporation, on behalf o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIA PATRICIA COULTON NOTARY PUBLIC STATE OF FLORiDACOMMISSIONNO. DD134330MYCOMMISSIONEXP. ULY26,2006 Notary Seal CERTIFIED COPY MARYANNE MoR6IRMEOFCIRCUITCO I fL0 DErUTY GI_ERK nc,T 0 8 2003: O!):,!*f'Y 01.' 1A.1,111.1.10:.A. Y',,Y CITY (),I** .;()Ni O!,D tatlyspoom =FpsR 103-=16 TA4:1.VD02 ITKITT- (c.ry) CDUAI'y NUNDERO Ab........................................... 11JIZI!Avd;41014 06. My -W. NSA fluT INP: RNG: 001*- D1vXc!oNc .................... T"T: ------------------- PLAT CCOKa E-ccK PA69C RLCCKo [AT; Zq PAKEn... 0 ---------------------------------------------------------- - ADDRESSg..................................................................... i.0;-10 U'-'H CAIEGORYa 001 - Singlo Family n9tached Pcuo. TYIS tML c Reoiduntial WCRK CEECRIPTIONo Singlu Faoily Houvoo Dotachud - Conotrucklmi PIKEFIT RAI 17- TUE UNIT RAIE PUR I A TYPE TOTAU DLO: I YvT, Dl T PESC. UN!T OF UMITS SAM------------------------------------------------------------------- ---- ARTERTALS is dwl unit 0 705.00 1 V05.0o 0 d w ! unit A 142.00 1 142.01, 1.:1:*(:Rff,y co -WIDE 0 dwl unit $ 51.00 51.011) cc- WiDE (A dwl unit $1,124.CO i. I,Nul,00 AQUA f 2,205.0-,) Tlyl; AMTH TO RECEIVING SIGNATORY/APPLICANTz FAILURE TO NOTIFY OWNMZ 1:`oYr+::NT M.&Y RESUIT IN YOJR LIABILITY FOR THU FEE. 010:' 0X3TRThUTICNu 1-CCUN1Y 3-cily 2. hl I I IUANT A COUNTY 1% 0 THAT THIS IS h 97ATENIKA OF FE= WEACI! AOD PAYOPLE PREOR TO ISOUAKCE OF A KAILDIKO NqZNXV.. Yi::, h1by huVISLO THAT AMY WTUMTh 05 THT A"pLxchqT, OR ONAX:, C.01- CIA, OT !OHS OF THE ROAn, LIVRORY SYUYOM MM010P SCODDL) 1MIACT FEES MUST PE EKERC!GED BY FIL ING A NRITIEM RECLEST NITHIH q5 CALENDAR DAYS up VIE RECYXVING vK(AdyfUNT, Phyr ARD%, "::Ul h:-.',T L.61TER THAY CARTITICATE V? 01L1..1P:041Y 0;,, T1,11" Z-, ',,;UST MEET no Rummonorm tv mr, DUVIL GPNNAT ccwE. ccpIES CC THE Ron% GOVERAYN3 A'TUAA; i1!-1) Y LP, C2 RECUKOTED, FALM TVE PLAN AA01 idoo, VIRET Swan, wnlyom, VLORIDA Z27yig (107) 665-71vo, 1 1Y,,- 1::-1T PE rAnQ Iu A', CSTY OF HAIKCAD f3JILD)AQ DL1T9ZTHEATf* NOR I'll 1. 1 PoRXOCITY KsQril, 111KA011 (yr 711:': TOP it; VA. TM OA.Y 114 CA13LIKAIDA WITH XSS1KNnC CC A60:' FAMILY FUTMWO Attach Proof of Ownership & Legal Description) Phone: CZQ-055 3QQ aol CITY OF SANFORD PERMIT APPLICATION Permit # : 0 3 _ V " \ q Date.• Job Address: 3LAS 00. t1 F Description of Work: J R Historic District: Zoning: Value of Work: $ Permit Type: Building Y Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool r 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 Plumbing Repair — Residential or Commercial Occupancy Type: Residential v"" Commercial Industrial Total Square Footage: 455- Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: t 6'z51 I tt t E)p .w Contractor Name & Address: 7PV) . Cam+ Phone & Fax: "^U Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of apermit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAV IT: 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 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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, an maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of e teenrif,on that I will notify the owner of the property of the requirem is o Florida Lien Law, 713. Si ature f0gent ^ ' Date St _ r f Contractor/Agent ,., Rate Print PATRICIA COULTONS-rATOF NOTARYI" to r t NO.DD13433U FLORIDA Print Date - SigaaiuTe of nn APPLICATIONAPPROVEDBY: Bldg 1v` q Zoning: Initial & Date) Special Conditions: PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA Contractor/ Agen iOM SI NO. DR] 43 ProducedInitial & Date) Utilities: initial & Date) FD: Initial & Date) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on oases I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurarme Comparry 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. 44S7 XXXX APPALOOSA COURT M a Company NAIC Number CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Desc dpdon, etc.) LOT 103, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): No - ##' - ##.##" or ##.#####°I NAD 1927 . NAD 1983 USdS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE SEMINOLE COUNTY 120189 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zane AO, use depth of tiooft) 1201890045 E 4/17195 4/17/95 A 24S B10. Indicate the source of the Base Flood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HIIE.R ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® ConsUuction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is bang completed - see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -AM, AE, AH, A (with BFE), VE, VI 430, V (with BFE), AR, ARIA, AR/AE, AR/A1-AW, ARIAH, AR/AO Complete ItemsC3.-a-i below according to the buildingdiagram specified in Item C2. State the datum used. If thedatum is diflerentfrom thedatum 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 Conversion/Comments Elevation reference mark used —Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 29: 2.R(m) o b) Top of next higher ficor N/A. _fL(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. t(m) o d) Attached garage (top of slab) N/A. R(m) o e) Lowest elevation ofmachinery and/orequipment servicing the building (Describe in a Comments area) N/A. k(m) o ) Lowest adjacent (finished) grade (LAG) NIA. _fL(m) o g) Highest adjacent (finished) grade (HAG) N/A. ft.(m) o h) No. of permanent openings (flood vents) within 1 f . above adjacent grade 0 o ) 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILL AM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIPCODE 320 E. SOUTN S*E TE.1IA I ORLANDO FL 32803 9/4103 (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 (Inducting Apt, Unit, Suits, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number XXXX APPALOOSA COURT CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being competed — see pages 6 and 7. If no diagram accurately mpresents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the bulling is _ ft(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higherfloor orelevated floor (elevation b) ofthe building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery arxflor equipment servicing the building is _ ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communlys 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 orowners authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sekfions A, d C, and Eare correct to the hest ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The kcal official who is authorized by law orordinance to administer the communitys 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 Cwas taken from other documentation that hasbeen signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued oroommun'dy4ssued BFE) orZone AD. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I G6. DATE 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 offlooding at the building site is: — _ fL(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 c D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECKLIST LOT # i C)3 SUBDIVISION: BAKERS CRKOSSlNG—, ADDRESS'JHs A u 2iOoSa (,+ S,02[)32--3 BUILDING APPLICATION PO WER 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 UTILITY FORM NOTICE OF COMMENCEMENT V7"/-APPEx CONTRACT Dn'v6a) lec r» ri- J CITY OF•.SANFORD P•O: •Box 2847 SANFOAD, FL 32772 PHONE 11 (407) 330-5630 APPLICATION FOR UTILITY SERVICE AC'COUNT (CULL NAvvfIE) SERVICI- ADDRESS FAX 11 (407) 328-7367 M.A1 LI NG ADDRESS, TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE wnz-4prP - COMMERCIAL n o i r- n, ivc-. W O R K4 4U+ I SOCIAL SECURITY# HOME# (\-)'R OWNER OF PROPERTY_ -Q.12. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFE PROVIDE PROPER IDEN PAID AT THE TIME. DEPOSIT TO ANOTHER kTION AND ANY [iI ITCT WHEN TRANSFERRING -MY DEPOSIT TO ANOTHER SALLOUTSTANDINGCHARGES. E NEW APPLICANT MUST ING CHARGFS MI Ic-r czG ICE ADDRESS. I MUST PA I UNDERSTANQ THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE_ SIGNED; r"i-_ DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ TOTAL $ THIS READ_ CSR DATE_ Limited Power Of Attorney I hearby name and appoint: Craig Coulton and tr Q r! ,C.. 41- I+c)n each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and 2joni t The Building Dept. of: C. I t,1 0 SanI 6rl For a residential permit for work to be performed at: Address: 395 Subdivision : V)akpus Crass-[ - R And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number I"a Signature of Contractor This foregoing instrumentyas acknowledged before me this: Date: I a2-C7 By: Richard B. Ladd ( Contractor ) Who is personally known t6 me. OFFICIAL NOTARYSEAL r Stat of Florida PATRICIA COULTON NOTARY PUBLIC STATE OF FLC-% County of Ora 42 COMMISSION NO. DD13ti• f . MY COMMISSION EXP.JUL" Notary Public Signature Notary Seal CD CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING 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 bearing walls. Provide side view details of these footers with reinforcement bar replacement. b, Floor plan Indicating Interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), Inndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florlda requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. c. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: Garngcs/Carports l 2-2- S.F. Porch(s)/Entry(s) 2 S.F. Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils. appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a a. Utility letter or approval when public wnter supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Henith Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 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. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10, Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building flnal 15. Other NV - DATE fl6 SIGNATURE By Owner or Authorize ent) C O ITRO L- Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contract Number PUCHASERS NAME AND ADDRESS N a m e , Addresses` City/State/Zlp-a(.L t, O, 1 51 3ZdZZ Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: - n = a . DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will. warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and inspection, additional cost to the Customer, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at no THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVEFLN .T iE RELATIONSHIP OF THE PARTIES, Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer of: a, any new or Increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor °. er quarter 3mo period) yq ( p ) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify. Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under' the area(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroyinInsectInfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER W p INCLUDING STATUTORY WARRANTIES,WARRANTIES, WkiETHER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS APARCULAR PSPECIURPOSEYOR WDISCLAIMS x FLIED W FURTHER, COMPANY HAS MADE NO ARRANTY OF WO ARRAINTES. OF TION OF FACTOR PROMISE RELATING TO L PRODUCT OR KE SERVICE, SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORCustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitr O r other legal rocTO AN e ding Sninstnegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution le, or special damages if a of v WARRANTY, compensatory, Incidental, consequential, exemplary, , g Apex for event shall Apex be liable for any amount greater that amount plaid by thc Customer to Apex for the service ok1nd, andInno. 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 not less than two (2) days prior to treatment regarding any -allergy or. sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco. or. Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andL(5)retrieve, or advise DoWElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identifled herein as of the date of the Initial installation. Prior to; (1)the Structure(s) being structurally modifled, altered, or otherwise changed or; (2) to any termiticlde 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 baiting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addltlon, 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 part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available 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 all costs 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 hold to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right, to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuelJor materials, stt'ikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termlte damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitratlon in accordance with the rules and procedures forcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' thtprovisionsoftheUniformArbitrationActasInforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seo, Th( proceeding shall be governed by one arbitrator, 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 ovllbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitratlon proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brellevedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that It Is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately In writing tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the identiflePropertyforanypurposecontemplatedbythisAgreement, including but not limited to re -Inspection, whether the Inspection was requestsbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date. After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792407-459.2847 407.858-0540 Tampa, FL 33510 800-929.2847 888-764.2847 813.221-2847 877.459.2847 PLOT PLAN DESCRIPTION: LOT 103, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 4 1" = 30' GRAPhIIC SCALE 0 15 30 R N90'00 00 E_ _ PI 25.00' 1 I n I N90'0_0'00 w 25.00'---- 0nN I NI TRACT "A" LUSITANA WAY BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15, PREPARED FOR: D.R. HORTON I. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. LOT 103 CONTAINS 9160 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 522 SO. FT. t TOTAL SOD 6259 SO. FT. t LOT 102 122.34' S89'41'11 "E 1 1 ' — ' — ' — ' — ' — ' — ' — ' — ' — ' — ' — I II 1L --TT.II I II IJ Q Llifx o 00 D p" Z a+A' 1 ` WO> Uol J 1 O I I THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONEA, AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SFTOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 103 BAKERS CROSSING PHASE 2 AS BEING S00'18'49"W PER PLAT. FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY: SJ REVISED: 60.0' 60.0' N06 O00- O O pb2O zW 1 V O wF KoZW a2v:- 60. 0' I 9 1I i , I_ IJ 1 1 N89' 41'11 "W 121. 93' I LOT 104 s ' Y OF SWORD LEGEND BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH RIGHT OF WAY LINE POB POL POINT ON BOUNDARY POINT ON LINE JX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD I' D PLANNED DEVELOPMENT CONCRETEDENOTESDELIAANGLELB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PR PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED TYR TYPICAL FND FOUND A/C AIR CONDITIONER C/ W CONCRETE WALK CBW CONCRETE BLOCK WALL S/ w SIDEWALK RP RADIUS POINT CP CONCRETE PAD R RADIUS PD PLAT BOOK CS CONCRETE SLAB PGS PAGES C CHORD LENGTH NG NATURAL GRADE R/W RIGHT-OF-WAY SO. FT. SOUARE FEET n .1— or -- .— AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 PLAN 08/14/03 SOO 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA AINARY 07/23/03 SETO 32801- (407) 426-7979 N NWQ J_ To3aI- a 00 oS Y n 20: or- N n W a 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM42197 DRAWN BY: G: lASM4ZASM42197.dW0. 191115I2007 0:27:07 AM FOR THE A j • FIRM WILLIAM R. MUSCATELL JR. PSM#4 28 DATE Permit Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Zoning: V Value of Work: $ 20' Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI Electrical: New Service — # of ,9MPS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & ppergy C414,. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (hater titan X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: J ) Phone: Contractor Name &' Address: License .Nu Phone & Fax: TA=E MAM FLAD M* Bonding Company: Address: Mortgage Lender: Address: ~ Architect/Engineer: Phone: 1k y7w• .. Fax: Address: _ - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AiR CONDITIONERS, etc. OWNER'S AFFIDAVff: 1 certify that all of the foregoing information is accurate and that all work will bed a in co Wmpliance with'all'applicable )r,ws rcl,}dating constructionandzoning. WARNING TO OWNER-- YOUR FAILURE TO RECORD A NOTICE OF C( NCEMENT MAY RESULT iN Y0rn< ),,AX1 NG TWICE FOR EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FiNAN G, NSULT ITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI E: In addition to the requirements of this permit, there may be additional restrictions plicable t is pc that maybe un n the public records of this county, and there may be additional permits required from other govemmental entiti uch as wa g t districts to a cies, or fi:deral agencies. Acceptance of permit is verification that I %%ill notify the owner of the property of the equiremen o on let La S 713. 0 2 2003 Signature of Owner/Agent Date re qfS-ncior/Agent Date OBERT G. DELLO R USSO Print Owner/Agent's Name PrNt Contractor agent's Name Signature of Notary -State of Florida Date Signature of No_ -••State of Florida Date Owner/ Agent is _ Personalh no%n to ,Vte or Contractor/Ae:-::i _ I'(rrsonall Known to Me or Produced ID Producec AITLIC ATION APPROVED BY: Bldg: "Zoning: Initial & Date) Specia! Conditions: _ Initial & Date) qS o° I FD: Initial & Date) (Inklial cC Dau MIRINDA C. TURNER EXPIRES: June 14, 2007 BrA, Icd Thru rotary Public Undenvnters M I A M I.OADE MIAMI-DA D E COUNTY. FLOR1 METRO-DADE FLAGLER BUILDI 13UILDINC CODE COMPLIANCE OFF METRO -DADS FLAGLER WILD 140 wrs*r rLAoixit S'I•Itrm', sure: 1 MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (303) 375.2 Premdor Entry Systems CONTILVCt;ott LICEMSI,Nc SEC.-r 911 E. Jeferson, P.O. Box 76 (303)373•2527 rAX(301)373-: Pittsburgh ,KS 66762 CoN•ruAr-rottmvis 305) 373.2966 VAN (303) 375= ruouut* r Covruot. un•ts 303) 373.2902 VAX (3n3) 37?- Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door I 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-Dai County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure i product or material at any time from a jobsite or manufacturer's plant for quality control testing. If i product or material fails to perform in the approved manner, SCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i- determined by BCCO that this product or material fails to meet the requirements of the South Floi Buildin; Code. The expense of such testing will b; incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raut ttoangucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONUMITTEE 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 Miami -Dade County Florida under the conditions forth above. tkY" ROVED: 06 051200 i Francisco J. Quintana, R.A. Director Nliami- Dade Count, Building Code, Compliance 01•111c PONS RE' 171VED CITY OF SANFORD Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE- SPL'CIF iC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION A The Series Entcrgy 6-8 S-W/E Inswing Glazed Double Sidelites- and its components shall. be constricted in documents: Drawing No 31-1028-EW7I, Sheets Double Door with Sidelites in Wood Frames manufacturer, dated 7/29/97 with revision C Product Control approval stamp with the Notic Miami -Dade County Product Control Division. the approved drawings. Residential Insulated Steel Doors strict compliance with the follo% 6 of 6, titled "Premdor (Entcrgy Br. with Bumper Threshold (inswing)," preparec dated 01/11/00, bearing the Miami -Dade Co, e of Acceptance number and approval date by These documents shall hereinafter be referred t 1 through 3. LIMITATIONS 3.1 This approval applies to singl: unit applications of pair of doors and single door only, as shown i approved drawings. Sin( le door units shall include all components described in the nctive Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that tic ang!e between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and tlic area are desitncd 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 protect' on system (shutters): the installntion of this unit will require a hurTii a; otection systern. 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 PERM1T.REQUIRMNIENTS 6.1 Application for building per shill be accompanied by copies of the following: 6.1.1 This Notice of Acccptance 6.1.2 Duplicate copies oi*the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflie:iat or the South Florida Building Co. SFBC) in order to properly cvaluatc tic install icon of this system. 2 _ Z'_ Mane 1 Pcrcz, P.E. Product CoC Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 1 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 tile evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddet or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and outer documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tinge. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmoval Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTIIIS ACCEPTANCE Manu Perez, P.E., Product Con tr :scam Produ 'ntroI Division Glazed Units COP-WL-MAOIOO.02 77 FIBERGLASS DOORS 6'8" Height — Inswing MasoniteInternationalr COP-WL-MA0141-02 l' t 02-0419.08 Application Filed) t• 1 52.0 NO 1Singles1 X 2'0" TV 2'8" 210" 3'0" 3T Not Listed Not Listed X0, OX, OXO I t I 1 1Masonite,nal 2'8" + 1'0" COP-WL-MA0143-02 Miami -Dade OCCO 02-0419.08 Application Filed) t• In1 52. 0 1 1 NO 2' 8" + 1'2" 2' 10" + IV 2' 10" + 1'2" 37 + 17 3' 0" + 1'2" IV+ 2'8"+IT COP- WL-MA0144-02 02- 0419.08 Application Filed) 52.0 NO I IV + 2'10" + 17 1' 2' + 2'8" + 17' 1' 0" + 2'8" + 1'0" 1' G" - 3'0" + l'0" 17' 2'10" + 17 1' 2" + TO" + 1'2" 2' 6" + 2'6" + TV 2' 8" + 2'8" + 2'8' 2' 10" + 2' 10" + 2' 10" 37 + 3'0" + 3'0" XX, OXXO 2' 8" + 2'8' COP- WL-MA0142-02 02- 0419.08 Application Filed) 52.0 t NO t 2' 8" + 2'8" 21C" - 2'10" 3' 0" + 3'0" 2' 6" + 2'8' + 2'6" + 2'6" COP- WL-MA0145-02 02- 0419.08 Application Filed) 52.0 NO 78" + 2'8" + 2'8" + 2'8' 2' 10" + 2'10" + 2'10" + 2'10 3' 0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under [lie 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 (w:wv.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, slate or local building codes specify the edition required. 6. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, J? 8 PAK;. o Oak aft 1. r a AR 1 EK" r.el..,.,1, ..... 1 1I V,hf 1 I.AtS e,wl'M Y'I.CinMl law.r•.v.r lr+.rl."Grr Dow. Apr 29. ?W2 oweo. uowrgw.OlUn01 PxYnmioIo."101rVlrssoccdkn;0ns.design moo•odon Masonite International Corporation del. lr :ulye:l to ehmde rAI W n010e. Glued Units X t X0, OX. OXO XX, OXXO COP-WL-MAOIDO.02 FIBERGLASS DOORS 6'8" Height — Outswing 27 2'6" _ 02-0418.03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" TV Not Listed Not Listed — — 2'8" + 'IT COP-WL-MA0163.02 02-0418.03 Application Filed) 55.0 NO 2'8" + 17' 2'l3" + 17 2'10" + 1'2" 3'C" : 1'0" 37 + 1'2" 17 + 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" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + IT" 11" + 3'0' + 1'2" 2'6" . 2'6" _ 2.6" 2T + 2'8" + 2'8" 2' 1 C" + 2'10" + 2'10" i 3'0" + 3'0" + TO" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6' COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" 3'0' ; 3'0" + 3'0" + 3'0" JtCS: 1. Occr a, rangernents using fewer panels than wit]! is sbovrn in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite ln!arnslionat websile (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d 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 8CCO protocol PA201, PA202 & PA203. C k rGtf't ARorb... r..f",•..,,,,en uo0aarw•.4-1 ca.p.•En" C :' PRfJ{•'f v C://r./r'. Q ice rr//ii Gyui7.1W7 o•• . o• Ow : c"enu.y p09,A. of porn ;mpo+eme.a m»et soe6tirr om. ae.fpn ma xv.n Masonite international C o r p o r a t i o r. dtl' I ;p`i:el 10 0"Ve "ilnp'l roust. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" height — Inswing 7' 14111411 1 1 2T 1 1 COP-WL-MA0146-02 1' , 02-0423.01 Application Filed) 1 40.0 1. 1 NO TV TV 2'10" 3'0" TV Not Listed Not Listed Arrangemeril X3. 0X, C X0 Multiples.th) 2'8" + 17 Allasonite Internaliona COP-WL-MA0148-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 1'2" 2'l0" + 1'D" 2'l0" + 1'2" I 37 + 117' COP-WL-MAD149.02 02.0423.01 Application Filed) 40.0 NO I 0" . 2' 10" + IT 1'2' + 2'8" + 17" 1'0" + 2'8" + 1'0" — 1'0" + 3'0" + 1'0" 1'2" + 2'10" + IT 1'2" + 3'0" + 1'2" 2'6" + 2'6" r TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" XX, OXXO 2'8" 2'3" COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO TV + 2.8" 210" + 2'l0" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA015J-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + TV + TV 210" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements usit;g fewer panels that. what is shown in the above chart also comply under the product approvals shown. 2. Assembly delai!:; are available from, the Masonite Ir0ernalionat website (www.masonite.com) or from the technical center. 3. !rsla:la;ion ins!reclions are. 3v3ila9le from the nasonite Internalicnal website (www.masonile.com) or from the technical center. Actua: c_sicn pressure requirdment for a speci'Ic cuilftg design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local buileing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA202 8 PA203. O ak r af. f ,M'TEK` W .. .1. 1 uu,"r,,, .aas rn•.•r 000ln w..r«"..u«.p,"lY.. w... flatC?:1:1JtC %rC iflCI VIOCun iR.P104MC41: ate!1pc:ili:.. art. CtiQn:,]:t>:::I V a,! •r:1 .0: i'= 1l cu: na:re. C.. .0• Matonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 2T 2'6" 2'8" COP-WL-MA0166-02 2'10" 3'0" X D., 02-0423.03 Application Filed) 47.0 NO 3'6" Not Listed Not Listed IIIIIIIIIIF.Ilivhb X0, OX, OXO Multiples (width) 2'8" + 17 MM-IT1111141RIUM1. 1. COP-WL-MA0168-02 02-0423.03 Application Filed) t 47.0 1 M., NO 2'8" + 1'2" 2'10" + 1'0" 210" + 17 3'0" + 1'D" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 • NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17" + To" + 17" TV+TV+2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 37 + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + TV + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 210" + 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 8 PA203. 0 Oakgraff AR EK" f'1I/I;Nf.1,A{( 1. N'1'NY OOON1 r T- F—e—EW Oeen C/YIvi r i. Qq CnMNUNq pOQnm 07 p000O mprpvemem A. SONEYAiO"f. OtSgO am pONrtl Masonite International Corporation deui S.0 ea w chance .Moot mile. FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing 2'0" 2'6" 2'8" COP-WL-MA0101-02 2'10" 3'0" 01-1031.01 76.0 NOX TV Not Listed Not Listed X0.OX, OXO Multiples (width) 2'8" + 1'D" I Masonile International COP-WL-MA0103-02 Miami -Bade BCCO 02-0109.10 Application Filed) OP Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 1'2" 3'0" + 'IT 3'0" + 17 1'D" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'D" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 17" + 2'10" + 1'2" 1'2" + TO" + 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-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual.design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oak _raft noo"S AR k EK" IH—r.1.A33 fi*.""MY T..— I-0= apf119. 7pp1 Ou, coln.nwnp o,opOm of p,odml mpioremem male$ wmllKbon). oe$gn Ind dlodwl Masonite International Corporation o,.o )uo ecl to cdande .+maul no1Ke Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Singles (width) 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" Masonite International COP-WL-MA0121-02 01-1031.02 76.0 W.M. M. NO Not Listed Not Listed Arrangement X0.OX, OXO Multiples 2'8" + 1'0" nal COP-WL-MA0123-02 Miami -Bade 8CC0 02-0109.09 Application Filed) DP Rating,. 55.0 NO 2'8" + 17 2'10" + 17 2'10" + 1'2" 3'0" + 1'D" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 17 17 + 2'8" + 1'2" 17 + 2'8' + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 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 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 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. 0 O akcraff AR 4 EK'" IM1F.MOI,ASS r:Nl'NY OOONt ra•..i•.rNlMrprlwrOar. Aped 29•2002 W cmakti o woo— of olodw imcno—neln males smaicat,ons, orsgn and otoouc, Masonite International Corporation orua %~ct to cwge wNtoN not c,. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing COP-WL-MA0106-02 Fr"'UPWA 02-0109.08 Application Filed) 1' ,Eff,. 70.0 NO Singles X width), 2'0" 2'6" 2'8" 2'10" 3'0" 3'6"' Not Listed Not Listed I— X0.OX, OXO 2'8" + 17 COP-WL-MA0108-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 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" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IT + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 37 + 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 BCCO protocol PA201. PA202 8 PA203. 0 Oakcraff AR EK'" r,rr,"r;,.a <r: N','Mr'„rr0„c r.•,..r.....rwp"t."er o"".. o•+ 791007 Masonite International Corporation Owt0.;.nw"0 0r00,m or 0r00W-p—MM,.1k,S S.CA, —S. Oe3gn JM Dr00ue1 otud fu0iee,,o C"e wd0 noble. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Masonite International COP-WL-MA0126-02 I Miami-Dade'11CCO 02-0109.07 Application Filed) OP Rating 70.0 Impact Rated NOX Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed X0, OX, OXO 2'8' + 17 COP-WL-MA0128-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 37 + 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" 1'2" + 2'8" + 1.2" 1'D" + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 1'2' + 2'10" + 17 17 + TO" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 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" + 2'10" TO" + 37 + TO" + 3'0" Notes: i. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.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. 13 Oakgraff AR k EWI . ..t I.alu.i. rl• Irsn tIHI,Nc`I, A.\,11: N'1'NV ,nOON{ tbrfuw..fMrr•u E_ o— PRA4 /L^ O"• r O• UVV//lll // apa 79.2002 Ow com oo pop.am of of 0 inpo mmalts smit"q .Onq"Am OroOYCi Md10 n,te International Corporation utul, 1Ybrw to c"t imow "tic,. X Unit 6• TYP. UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA 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 PREM v' :'KJ/ , m., o....,. o.... Ow cw. 2Masonite international Corporation YrOmuWv 0r001im Of p00uO pr Ortmtnl mYef SOttOKilOnS. Otfgn 0n0 WNW OnO SO01te110 tntnpe "ehOW nOt[e XO or OX Unit SINGLE DOOR WITH 1 SIDELITE 3- 6- 6- CL TYP. TYP. TYP. TYP. 7F6P. 6'8" UNIT 8'0' UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. 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. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) 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 Y8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. pp'-129 7477 0Masonite International Corporation a0nt.+-: ; 0.0J)n... 0. w..11 ..'.J•a.tnKm na.. tf SYtCAq.l4n1. 0tf4n rnC Y0CUC1 dnl.l )u01tC110 COAnOt n•t00ul MI-Ct. Ox0 Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'r UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" 1 t I r t It f It f r Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: t. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 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 property to transfer loads to the structure. 0 1 •.lu....l, ,.aiw A01429.2002 Matonite International Corporation Ilw tan+w+,v a.wr+n, of wuaw: :;w+mKnl nu.n NM11n+,nu.,•. Otlpn JnC iWu[I OIIJJ tu4RC110 :+.,Qt "d MYInU14t xX0 MID-WL-MA0005-02 Unit I DOUBLE DOOR WITH 2 SIDELITES b- CL Ty TYR 3• o TTYP. I II ( II II ( II I( I ITYF I I( li ( II II I ll II I 6' 8' 13- t f t f t f 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2. 1/2" long screws per location. UNIT 8W UNIT 5/ 16' 17.1/8- MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) 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 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 Aptil29. 2002 Masonite International Corporation Ow CWIW Q pCC13M dl O•OdvO -0', MMI —keS SM11-14nS. detgn and O,OO+eI dlUd t•OWO to e"JMe -.1-1 M'Ke XX I I r I Glazed Inswing Unit I 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 sue • 6V x 6'8' Design Pressure 52.0/-52.0 Limited water unless special thresholddesign is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 00° oa 00 00 D00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 M 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA., 2e R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be uses in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK" o- w.....1. I:IUL'NI:LAtiJ LN'IMY,000M% T..—F—&..1-0— f Aprd29.2002 bw tWndvv. g 0lobrrm o1 W00W—yW"tnt mrle% SDeCdCX*nS. ongn rnd o'o0on Masonite International Corporation U, fu01M 10 0^1 -r—i 1ql<e XX Glazed Inswing Unit COP-WL-MAD142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 0 I] ' 'r s 6 7 04 Series 410 Series 109 Series 111, 120, 122 152 Series 149 Series 300 Series Serles CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR k EK" r,rtu.,.tr, .,.,. t ruLMr:e.A,1!nINY`U.tUMp n-..4.va rpq,."t.,.r Om•. April 29. 2002 o..,•,. o.... OW com-u<q moprrm of product mo1Vcmrm mazes sMilKafO„S, drsq" andgoduct M a S O rs i tt International C o r p o r a t i o n dewt'.btct td cn.pe rdkad rgt<t Ilkf XO or OX ' t . Glazed Inswing 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 6'8". Single Door with 1 Sidelite Maximum unit size . 6'0- x6'8' Design Pressure 52.0/-52.0 Limited water unless special Ihlesf+ol0 design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-rational, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have bee6 followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n OD DD n El 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass a may also be used in the following door style: Eyebrow 5-panel wim scroll U Oak raff ARkEW 1 nnter.n> lnrwr`un+na r.-..+.....sre.. ... t....l oe... PREM still?,.11,i:.... o.. --A Apul 29. 2302 OW can.+..., o•owa^ o+ aoaw n+oro.eme l oaes soecnKrwro. oesq rro ax..c+ M a s o n i t e International Co r p or a t i o n ft., I.W.- Ic c.Lnpe.WrW na[e XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an an' 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 0 0 0 129 Series 200 Series 12R, 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak-.raff AR k EK'" 1:1......, Ap'd29.2002 Ow c0m 0 program ofwaown mw_em marn roec:6cml ns, ongn a.1a woaucr REMDa:' Masonile International Corporation J11V S.5,K110 cnaoat w.N0111 Mot Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: i O FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size • 9'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless specialthreshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 an 00 D00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 ° an an 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' Nis glass kr1 may also be urea in the following door style: Eyebrow 5-panel with snow Oak raff AR k EK" - 1•\IULXI L Aprd 29. 2002 MdSOnite international Corporation0.(0^--Q WK11"WWW.1+rrOrO+tmem malty IM-1KA-1. deW- 100 W00uc1 0e.- WIWI 10 O .V1 "000W -0-Kt Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as no ` 404 Series 410 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 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). N00fil = * * IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0ak raff AR k EK" I IUUNr:L.\11 l: N'1'M 1',U1111Mn raarT..e..a rawrbu t.wT (Rw, April 29. 2002 ar Cam V ororlram of a0000 imWo mt mares $DK4ytans, dtsgn aro rooaun M a s o n i t e International Corporation deUd suti'm to Crunpe „11W MIKC. OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MAO145-02 FIBERGLASS DOORS e"• fir' . Double Door with 2 Sidelites Maximum unit size - t 2'0' x 6'8' Design Pressure 52.0/-52.0 Limiled water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 618". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA00O5-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 n0 00 000 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA. 23 R/L. 24 R/L 107 Series' 108 Series 30e Series Series' This glass kit may also be used in The following door style: Eyebrow 5-panel with scroll. Oak raft AR EK" .... t ,. lM'1'N\''000N{ T......drMrlru 1—,Deer. Mn APREML. G./..ter. (///// April29.2002 Masonite International Corporation ow Wlmyn0 Wawam of 0100K1 dnp0rtmm nuhn SM44atcni, eespn am 01OOut1 OtOd iu0NL110 SNr10t +nOOA 0014t OXX0 1 t - I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: on oa 404 Series e10 Series 109 Series 11T, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a o o f IN Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 2/R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: O a riff 1 InL 1;1\\.\LNIM\'ll'.AIM 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 AR k EW ADrB 29. 2002 0. [or+wrq DMoenm or wwe mO.OvtmtA "Wessetc —ont. enpn rro Dr00en atba svtgtcl 10 coupe *11h" Mt{e El Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT. COP-WL-MA0147-02 8'0" FIBERGLASS DOORS O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0' x ST Design Pressure 40.0/-40.0 Limited water urdess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific buildingdesign and geographic location is determined byASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-W L-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: 11311 00 00 an series El 00 404 series 108 Series O akc-raff AR EK11 A.....n ..1..d 1'111 L•N('.LA,.I L'I''- 1' U11VN.1 IanM.vNl-..Wu Glre Uao-. MA. April ?9. 2002 ow eonm„e mopnm or pOdull . 2101 mem nukes spececnons. design and 0,00u 1 M a so n it e International Corporation dell, t.elec110 chxvt . rest no1Ke. XX O ' I I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 8t0 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" .T re. .., T...... r. grt..., D.... April 29. 2002 W corl—dip pop,em or WOW mw, tm males SOMItAOM. des-onAM D,ol nnaS0AILC Int2fIlatlOnal COrpOra[iOn dell, surA"l 10 coupe WOW MlKe XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. Single Door with 1 Sidelite Maximum unit size • 6V x 8'0" Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 1-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 0110 oa oa 822 Series 1/2 GLASS: 0 El ao 404 Series 108 series 0 Oak raft AR k EK" r..l.......o I.rur ra,n. C'IHr nn.. w,. tb..L.va r,qa„bor D— ry q. J.nAtrllr292002MasoniteinternationalCorporat dur t--Q D1001]m DI f.W. t mprOrtn.tM m]StS SDK rK]IOn1. OtSpn JM MMKI Dn. S UICII W tn]ndt rlrgyl n l{t XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 series APPROVED SIDELITE STYLES: 8'0" FIBERGLASS DOORS 1_:• 300 Series 7-7 f c 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). EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft vtueMr:Lnl] L'Iu7M 0011g5 AR O EW t..l..,..1,... IbwL.v.arwteo t—,Dom ./ /0 April 25, 2002 Masonite International Corporation W t- ..V WOg,.. Ot WOOW mp10vt 1 rr.ktt SOK04A.M. ptypn inp prpputl Olt" 10110101", rnMul n01{t. OXO Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT. 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 2 Sidelites Maximum unit size . 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistantrequirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: MM 00 00 822 Series 1/2 GLASS: n: 00 404 Series Oakcraft AR k EK" I..C. :LA.IN Lv'1I—LN= 108 Series April 29. 2002 Ow c mm , ploollm or piwp .n wr mvt m lots soec.l"*ns. eew Jno plod"I Otue woiecl 1.'"t -thow .oldt. Masonite International Corporation Oxo it rt l Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: iF3 t 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESDNAMEACCORD MIAMI-DAD COMPACITY 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). WAr 511, FF' 01, 4 'wvmilw IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK' J... 1'I0L1eGLASS ENTRY DOORS 1—T••.,n. rwpu[.. D— April 29. 2002 Ow to"Mimll Morten Cl p00ua ea0rO• Crrl rea)tS SDeC1tfjli0M. apron MCI VOatltl atua sunicen t0 ceanee rarala notice I,,, r..l, r,c n 2 r 0• Masonite International Corporation OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: is ti} O Iti 1. ti,,`•,• 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size • 12'0' x 8'0' Design Pressure 40.0/-40.0 Limitedwater unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements to a specific building design and geographic location Is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a ao 404 Series 11111 ao as 822 Series 108 Series Oak raft l d AR k EW ml.cl• •rt r.e r• eIIUl•N 7L".Lr'rT.Y U1111M1 wa.T•.v+re..putwr Oe•n April 29. 2002 Masonite International CorporationOur (ommVrq prOQnm Ot Moilvn mp WtmMl m 1tf SD•t+tli9nt, il<tQ arW ppeutl etU+ SOIKr 10 C"t «.?W Mi t. OXXO ' t t I Glazed Inswing Unit 81'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: ti 0 450 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: 11 TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak,-raff AR E......, PIIILMGL.\\S liN'1'N\' u. ne\ te..o. w.a r..p.. r.wr Oee.. C.'a (/ V O Ap,a29.2002 Masonite International Corporation ow COmmmnp Dlop,am of Moots a^p0•tmtm ma\ts fpeulcalonl. Ongn an0 o,00., Otild S,b^l to CnanOt "nnOYl nol t XX Glazed Outswing Unit APPROVED ARRANGEMENT: r'i,.4•, 0tilii.•'c0 Double Door Maximum unit size • 6.0' R 6'8' FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3W x 6'8". Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-natiwW state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-W L-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: no ao na nn oo na 100 Series 133. t35 Series 136 Series 822 Series 1/2 GLASS: El 00 an 00 no 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 Rk 2e R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR 4 EK" ._ I.r '1[ .1 1. •1.I April29.2002 Masonite International Corporation 0, EGnj w,nQ -,am1 or o,odlT 21oremem makes 4DKdta1O S, desioa LW WOW a'4d wo,", oo'nano.., w, mK, XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 Series 109 Series 11. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O.aka_ a AR k EK' ..,.. , 1 14UL'M(;LA\1 LN'IKV •UUUB$ . T.....ar-..p," t..., o—, a April 29, 2002 Masonite International Corporation Our conl+rnrqprogram aspaeW +nao.emem matn spec.+KaliOni, ersgn ane OraeuO et", sothec. to 1", .mrroul MIKr M Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: n; i O26c 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Maximum unit size • 6'0- x 8'0- Design Pressure 47.0/-47.0 Umited crater unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as 404 Series 11100 00 00 822 Series 108 Series U Oak gar. AR EK'- 1. ..1 1110LINCLA\S L'N'INN' ,001-8 1bw1—P—r—f—Deer rRE a'Z i.11-1 - Aprd29.2002 ON c0 l+.w e Wog,,. a 0.0ouc1 m 0.mlrn1 —.rt +ettaKalon..."...w pW.. Masonite International Corporation aiud $0,11110 C", +MOON O01[t 3/4' X 1-1/2- X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE, HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. / 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2-LAG SCREWS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5' 1 FOR 16' X 7' USE C 1/4' X 3/4' HEX HEAD SELF270 DRILLING SCREW TT 3 DETAIL D 2' 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. 63' (16' X 7') 42-(16' X 7') 54•(9• X 7') 1'(16' X 7' 3.(9, X 7') 20 GAGE END STILES — FASTENED WITH TOG—L—LOCS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) 18 GAGE GALV. STEEL CENTER HINGE—/ `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/18' X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B—B P.S.F. TABLE IZE DESIGN PRESSURE TEST PRESSURE EIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 0'+32.8ff—O 37.4 49.2 56.1 0' 29.1 33.3 0 23.6 I-26.3 35.4 39.5 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 73$ 19-1/2% 2\ 24' HIGH PANEL GALV. AND PREPRINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 L 2' T X 1 2- LONG 16GA GALV. STEELGEBOLTkNUTTOPBRACKETWITH OPTIONAL SSB GLASS 14GA ROLLER HOLDER WITH 2 FASTENERS. 5e STRUTS318GA' WIDE 1/4'X 3/4' LONG HEX HEAD SELF (SEE DETAIL A) DRILLING SCREWS. 2 PER VERTICAL STILE)r- 16' X 7' DOOR 2' ROLLER WITH 7/16' DIA LONG STEM. B TIRE STEEL 10 BALL 8' AND 9' WIDE DOORS 2' ROLLER WITH 7/16' DIA SHORT STEM. TIRE:- STEEL 7 BALL SEE DETAIL C 4'X 16' AIR VENTS 14 GAGE GALV. STEEL END HINGE ATTACHED WITH (4 OR 4) REQ'D. OPTIONAL SSB GLASS LIGHTS 5) SCREWS. SEE DETAIL C. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL., 4 STRUTS 3' 20GA WIDE SEE DETAIL A) 4'X 16' AIR VENTS 2) REO'D. 60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) GAGE END CAP CENTER STILES 5 COLUMNS) ALTERNATE CONSTRUCTION CENTER HINGES USING (2) STRUTS 3 COLUMNS)--_ 7. 1 DOUBLE CAR) ALTERNATE CONSTRUCTION USING (2) STRUTS.-7 LOCK Bnr,---i F--1nI—1 r—lf1B 20 GAGE END STILES 2' 1-3/8' POLYSTYRENE INSULATION © tLH. t OPTIONAL FOR MOD. 724 AND 730 O` 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER FOR A 16' X 7' DODETAIL C SECTION A —A EXTRA SELF DRIWNG SCREW THROUGH TOP LEAF OF HIN END DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE.- SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. STILE, CAP AND RAIL TYP. B PLACES, V AND USE LONG STEM ROLLERS. NOTE ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4'-20 X 5/8' HEX BOLTS & NUTS OR 1/ 4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. G 2422 3/5/02 KDD F 2413 1 /25/02 WILLIAM T. JpDEMANN, 1 : •'' ac 61Y ,• E 2137 2/9/00 Consulting Structural Engmeek - .; ; ,'• D 1724 6/24/97 1140 Anderson Street '3•:''• r, r . 4 C 1549A Clermont, FL 34711 % Gi.. ' B 1549 352) 242 - 0100 A 1449 9-8-95) 1366 11-01-94)(SCATES, NOTE GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPROV ii SINGLE 4 CAR) CENTER SnLES do CENTER HINGES ( 1 COLUMN) I— 1.25' 1 2. 75' —4 DETAIL A 3' 20GA WIDE STRUT 3' 18GA WIDE STRUT P. O. BOX 13858 7 MAUMELLE. AR. R R 72113 501) 562-1872 MODELS: 724, 426, 730, 735. 750, 550 DWG. WAS PART NAME: 1o19s3— e, s WINDLOAD RESIDENTIAL STEEL D00 TOLERANCE FOR SBC 100 ®150% MPH, FBC FRAC. f 1/DEC64V NEXT LEVEL DATE: — DWG. N0. MGG. * 9/14/94 99—B-033 SCALEPLOTSCALEDRN. BY SHEET 1 OF 3 NONE1=1 GDR 13 GAGE MIN. GALV. STEEL 1/4' X 1/2' LONG FOR 16'XB' USE FOUR TRACK SPLICE D FLAG BRACKET. CARRIAGE BOLT 8 NUT 16GA GALV. STEELFASTENTOWOODJAMBWITH ON 9'X8'.- 5/16- X 1-1/2• LAG SCREWS. TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' HOLDER WITH 2' GALV. STEEL & IS' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4 X 3/4'FOR 18'X7' k 18'XB' 16GA. 16'XB') HEX HEAD SELF SEE TOP BRACKET 13GA 1B'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 18'XB') -16' X 8' & 10' X 8' DOOR SELF DRILLING SCREWS THROUGH 63- (1B' X 7') 72' (18' X 8') 72' (16' X B') 72' (10' X B') 54• (18' X 7')I63' 18' X B' 63' 9' X 8') OPENING HEIGHT NOT OVER8' 42' (18' X 8-(1B' X748. 16' XRHT) 10' XA33- (18' X 39- (18' X 8') 39' (9' X 8') 21' 1 B' X 24' 18' X fl24' (16' X 24• (10' X 8') 15' (18' X 7') 15i 9' X 8' 3 BRACKETS 16' X 8' ((4 BRACKETS 10' X 8' 4 BRACKETS 18' X 7' (7 KETS j18' X 8' 7 BRACKETS 20 GAGE END STILES - FASTENED 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735-% 2 ROLLER WITH 7/16 DIA LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' & 18' X 8' DOOR AND END STILE, 2' HURRICANE ROLLER ON 16 X8, 18'X7' LH. WITH 7/16- DLA. 18'X8'. LONG STEM. RAILS 8 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE. STEEL iv onu 9• X 8': 10'X 8' 20GA END CAP. NO RIVETS. 9'X8' 2' ROLLER WITH 16' X 8': 16GA. END CAP do RIVETS. 7/16' DIA. SHORT STEM. 18' X 7' & 18' X 8': 13GA END CAP do RIVETS. 14 GAGE GALV. STEEL RAILENDHINGEATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 20 GAGELO ! END STILES 16'X8' Ec 18'XB' POP RIVET TOP AND 1g2•, 21• BOTTOM OF ENDCAP OR 24 HIGH TO END STILE PANEL GALV. AND PRE- 2' GALVANIZED STEEL STRUT. PAINTED STEEL ATTACHED WITH 1/4- X 3/4' 26 GA. ALL LONG HEX HEAD SELF MODELS EXCEPT DRILLING SCREWS. 24 GA MODEL 2 PER VERTICAL STILE) 750 7:::::. WRH TOG-L-LOGS TO PANEL 1-3/8' POLYSTYRENEUSEENDCAPOVERENDSTILES. INSULATION OPTIONALSEEDETAILC) FOR MOD. 724 do 730. 13GA GALV. STEEL I BOTTOM BRACKET J_ ATTACHED WITH 3 2• FASTENERS (16'X8'). 4 FASTENERS (18'X7 2 FASTENERS (9'XB') 18 GAGE GALV. STEEL CENTER HINGE SECTION B-B AND (10'XB'). ATTACHED WITH 4 FASTENERS. SECTION A -A20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS -1 r- 1.25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16• X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE 3' R SIZE DESIGN PRESSURE TEST PRESSURE HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE e'-0' 25.5 29.1 38.2 43.7K16-O" B -0' 33.0 36.9 49.6 55.3 8'-0• 24.3 27.3 36.6 41.1 W-0' 27.3 30.7 41.0 46.0 7'-0' 27.3 30.7 41.0 46.0 4'X 16' AIR VENTS j 2) REQ'D. B 60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL CENTER STILES & HINGES (1 COLUb 6 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C- 4'X 16" AIR VENTS 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNATECONSTRUCTION USING (2 STRUTS./, OPnONAL SSB GLASS LIGHTS B 18' (DOUBLE CAR) 4'X 16' AIR VENTS 4) REO'D. OPTIONAL. CENTER STILE (7 COLUMNS CENTER HINGES (5) COLUMNS120SO. IN. MIN. TOTAL OPEN AREA) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS7 , B 16' (DOUBLE CAR) NSSMILESNGGEES ((3) CCOLUMNNS OPTIONAL SSB GLASS 3. 18GA WIDE { SEE DETAIL A) 4'X 16" AIR VENTS 2) REQ'D. B B 60 SO. IN. MIN. TOTAL OPEN AREA) NOTE. ALL N NI XESCRI HEX BOLTS FASTENERS OR TO BE 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. DETAIL A 3' 18GA WIDE STRUT WILLIAM T. UNDEMANNI'= p:E. C,. • ` i DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > 10. 2' OF DOOR IN END ZONE AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural Engineer; ;r.1: 1140 Anderson Street. Clermont, FL 34711" 352) 242 - 0100 NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC G 2422 F 2413 E 2137 D 1724 C 1549A B 1549 A 1449 1366 REV.1 E.C.N. 3/5/02 1 KDD CENTER STILES a: C T/ (SINGLE CAR) HINGES (1 COLUMN) OPnONAL LOCK P.O. BOX 13M ! 7 MAUMELLE, AR. S®R R 721131(501) 562-1872 I MODELS: 724, 426, 730, 735, 750, 550 I/24/97 DWG. WAS 101993-8, 9 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FBC 120 MPH EXPOSURE "B" 9-e-95) R.s.•a...) NEXT LEVEL PLOT 1 DATE: 9/14/94 DR GDR DWG. NO. 99-B-03311-01-94) SCATES) DATE APPROV. NONE SHEET 2 OF 3 OPENING HEIGHT DOOR OVER HEIGHT) 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2' LAG SCREWS. F2*. STEEL L TRACKFOR_18' X8' USE[ 16'X8') 18'XB' 3/4- HEX HEAD SELF DRILLING SCREW DETAIL D 5' 63' 63' 48" (IS- X 48" (16' X 48' (10' X 39(18' X 39- (9' X B'.)) 24' 8: 24' 16X 24" ( TO- X 8') 15' 18' X8') 72' ( 18' X 8') 72' ( 16' X 8' 72" ( 10' X 8') X 8') X 8') 3/ 4- POLYSTYRENE INSULATION STANDARD FOR MODEt> 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. JNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. 16' X8'& 10'X8'DOOR 2- ROLLER WITH 7/16" DIAL LONG STEM. TIRE: STEEL 10 BALL 18' X 8' DOOR 2' HURRICANE ROLLER WITH 7/16" D1A. LONG STEM. TIRE: STEEL 10 BALL. f 9' X8' 2' ROLLER WITH 7/ 16" DIAL SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4. 5. OR 6 SCREWS. SEE DETAIL C. 16' XB' AT: 18'XB' POP RIVET TOP AND BOTTOM OF ENDCAP/ TO END STILE J GALVANIZED STEEL STRUT. ATTACHED WITH 1/4- X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 1- 3/8" POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 6: 730. 13GA GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 FASTENERS 16'X8'). 4 FASTEN 187C8'). 2 FASTENERS 9'X8') 18 GAGE GALV. STEEL CENTER HINGE%.I Iv1v v-o v AND (10'X87. AlT HED wITH 4 FASTENERS. SECTION A -A 20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS -1 r- 1.25' TOPANELS, 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 20 GAGE END STILES - FASTENED WITH TOG-L-LOGS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) P. S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 8'- 0" 25.5 29.1 38.2 43.7 10 - 0' 8 -0 33.0 36.9 1 +49.6 1 -55.3 16'- 0' 1 8'-0' 24.3 27.3 1 +36.8 1 -41.1 18'-0' 8'-0" 27.3 30.7 1 +41.0 1 -46.0 19- 1/2•: 21• \ OR 24" HIGH PANEL GALV. AND PRE- _ PAINTED STEEL 26 GA ALL MODELS EXCEPT 24 GA MODEL 750 3' 2'. USE FOUR FASTENERS r RAILS 9'X8'.' USE TWO EXTRA SELF DRILLING SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRA LEAFOFHINGESELFDRILLINGANDENDSTILE, SCREW THROUGH I8 8'. AND L H• TOP LEAF OF 18'XB'. HINGE ON 10'X8'. 9' X 8': 1O'X 8' 20GA. END CAP, NO RIVETS. 1 6 ' X 8': 16GA. END CAP & RIVETS. 18' X 8': 13GA END CAP k RIVETS. RAIL 20 GAGE END STILES 06 DETAIL C oPr1DNA1 sm mAw umas-\(21 W% VENTS A ) to srmns- 3' 18CA WIDE SEE . DETAIL A) LOCK OPTIONAL SEE DETAIL 3- 18GA WIDE SEE DETAIL A) LOCK OPTIONAL - SEE DETAIL C 4' X 16' AIR VENTS 4) REO'D. 120 SO. IN. WIN. TOTAL OPEN ARE/a oP110AtALopnONAL SSO CLASS Nam' ALL N 20 X ES 8IHEX BOLTS RERSSHOWN UTS OR TO BE 1/ 4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. 2. 75 6 ' 1 , ; G 2422 DETAIL A z F 2413 1 3' 18GA WIDE STRUT WILLIAM T. LIi4DER1Ai Pt,,'p Consulting Structural Engineer, *_7 DOORSSHOWNONTHISDRAWINGHAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURESLISTEDINTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Street ' PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', ® Clermont, FL 34111; ':. `•; `' r"' e 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR (352) 242-0100 =;: ' •'.i:,:A,± '.; ' OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE: GLAZING DOES NOT SIA ISFY IMPACT GIVENCRNEASEEINSAMERESSUREASTHETMDOOR91ZEISNDOOR STRENGTH IS GREATER MADENARROWER R SHORTER THAN THE DEBRIS REQUIREMENTS IN FBC C. 2137 2/V/vv D 1724 6/24/97 C 1549A B 1549'` A 1449 8-8-85) 1366 1 1-01-94 REV. E. C.N. DATE KDD ROV 4' X 16' AIR VENTS 18' (ABLE CAR) 4) REOV. 120 SO. IN. MIN. TOTAL OPEN AREA) oPIIONAL. OPTIONAL SSB CLASS LCHTS-, _ 18' (DOUBLE GAR) OPTIONAL SSB CLASS TAa i B AIR VENTS D. IN. ' EN CENTER ( SI CM a CE1Tr (so+cLE CAR) 3 HINGM OPDDIALLOWP.O. BOX 13M Q may} , MAUMELLF, AR. 1/V 111 S0R jD)( N0R 72113 501) 562- 1872 V V 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8. 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 ®150%_ MPH, FBC NEXT LEVEL DATE: DWG. NO. 9/14/94 99-8- 033 PLOD -SCALE DRN D 1f SHEET 3 OF 3 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWING !i / REPORT SERIES INDEX 'MASTER FILE NUMBER 1 1 1INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION ELEX0022 1000 . 2 INSTALLATION DETAIL WM SCREWS HORZ. SLIDING. FIN WINDOW FLEX0028IFLEX0029 1000 3 INDEX ..MASTER 4 INDEX!. 6 INSTALLATION DETAIL W= SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION FILE NUMBER 2 .:• :'... ;.:. . , ... ... . ` :::~.:.?;:' `' ' " INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0020 IFLEX0016 1000 1000 11000,1600 & 2000 6 INDEX' .' 7 - JINSTALLATION DETAIL W/#8 SCREWSMASTERFILENUMBER4 - INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . I 1000,1500 & 2000 1000 8 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 11 INDEX .:.-MASTER 12 FIN INSTALLATION -DETAIL DESIGNER FIXED WINDOW FILE NUMBER 6 e. SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1750 8 2000 1600,1000 & 2000 13 INDEX;'..MASTERfILE•NUMBERB 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1600.1000 & 2000 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE -CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IHMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES. 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFIN 1000 / 1600 21 IFLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES I1VMFLG 1100011500 22' IFLANGE INDEX •: 23 VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 11VMHMFLG MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 2000 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 / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 12000 31 FLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG 12000. 1. Pape 1 of 1 milemastersids TEST REPORTS 0 AIRY WINDOWS BY MORIDA EXTRUDERS a. BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" .SER.. 1500 SINGLE -HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO fr 4 ' N 7 L-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 3Y OTI.ERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN VINDOW FLANGE_ L v000 BUCK STUCCO J By OTHERS PERIMETER CAULK By OTHERS GLASS (TYP.) SEE NOTES) VINDOWHEIGHT C1NE 9i WOOD — BUCK BY OTHERS CAULK BETWEEN WOOD BUCK L MAS-Y. OPENING BUCK vIDTH By OTHERS SHIM AS PEO'D. INSTALLATION ANCHOR FLANGE TYPE .I/a' MAX. - 3/16' DIA. TAPCON vINDOv fRAP..E 11, (SE£ NOTES) SrAVn (SEE NOTE 9) JAMB ' INSTALLATION ANCHORR 3/16' D:A. TAPCON SHOvN (SEE NOTE 91 1-1/4' MIN. GLASS (TYP.) EMBEDMENT (SEE MOTES) 0 BLOCKHEIGHT FLANGE TYPE WINDOW FRAME SILL CONCRETE OR MASD:.RY OPENI) 3Y OTHERS 1•I/. MIK c-SED"T 1 4 CAULK BETvEEN —/ / V VINDOV FLANGE L VOOD BUCK PERIMETER CAULK HY OTHERS VINDOv VICTH , lrSTUCCO BY OTHERS CAULK BETWEEN VOODSECTIONB - B HAS". BUCK 61 OTHERS WINDOW HGT. I LK- WINDOW WTH. -j ELI,- VATION VIEWED FROM EXTERIOR V IQ SILL STOOLIBYOTHERSCAULK HETVE£N ' viNDOV FLANGE PRECAST SILL S PRECAST 'SILL BY OTHERS V/ VLILKEN HS ADHESIVE CAULK Aj OR APROVED EOL. SECTION A —A 2 12002 PRCPARES ] Y, P(30UCI L APPLICATION E+LLICCRING. Di.. TAPCON LOCATION CHART CALL TIP TO Lo AT NS IN HEA I OCA.TIONS IN JA]A3 UP TO P 1UP TO TO SIZETIP50.s7 soPSY 022 74 X 26 C.0 I C D I J 023 74 X 3E 3/8 C.O B.C.D.E I•J.K.L I;J•K•L D, a 7- X 50 5/6 C.G 11 _ C.0.E I.J.K.L 1 1/a x o f.J. .L 033 I t0E I/1 x 33 3/6 I B.C.C.£ I. E.C,O.E I Ir1,K,l •I I,J.K,L siv. X • , B.C.C.: I .'-.0 •._ = iI.J.K,L G.M J r. 122 III x O l.L J I,J 123 11, 138 ]/6 B.C.0 _ IA„C.D.E ' II,J,K.L I TaIIIX /1 B.C.G.£ A !.C.D.E,F I.J.K.I I J K L M2 20 X L..: 4.: I.J. J. I,J.K.L M3 120 x 31 3/6 B.C.C.E ' I •.?!.O.C.F I.J.K,L I U.K.I Ma10 % 8 A.B.C.C. E.E A.3.C.O.E.F GJ'I I,J K: I J K 6020 72 X 2- 1. .J u Li U 6030 72 X 38 C.O B.CA.£ LJ I I.J.K.I. 60472X41C.DCAE IJ.K.L I.J.K.I 7020 8- It 24 u 70" 84 It 36 B.C. _ B.CA.E I,J.K•L LJ,K,L 7040 a sA B.C._.: 5 C.D.E I.J.K.L I,J.K.L 96 X 24 U.K 6030 98 x 36 B.C.0 E 9 C.O.E I,J.K.( a aA B.C.: _ B.C.DE.F I.I.K. 9020 106 x 24 L• •: U 9030 IOB x 38 B.0 3.C.D.£ I.J.K,L B C C' A.9.0 :.E.F 1.4 K It10020120X2aULJ.K,L 10030 I 120 x 35 B.0 : I 18.C.D. F I.J.K.II,J,K.I ' 100. 0 120 X a8 B.0 ^.: A,S.C.D.E 1.J.K.L LJ.K.L NOT, S. 1) SHIM AS REO'D. AT EACH WSTA.LAiION ANCHOR. MAX. ALLOWABLE SHIM STACK TO Sr- t/A . 2) WINDOW FRAME MATMAu : ALUL!:uuu A6LOY 6063. 3) TAPCON INSTALLATION A.vCHOR MUST EE OF SUFFIC+ENT LT.•L TO ACHIEVE MIN. EMBEOMENT'OF 1-1/4INTO MASONRY OR CONCRETE. A) USE SILICONIZED ACRr_IC CAW( BEHIND WINDOW FLANGE AT HEAD h JAMBS. SILL MUST BE ATTACH£3 TO THE SUBSTRATE WITH VULKEW 116 AOMESNE CAULK OR APPROVED EOUAI. H S) USE SILJCONIZED ACRr_:= u(r.K FOR PERIMETER SEAL AROUND EXTERIOR 1 OF WINDOW FLANGE. 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OuANTITY.USTEO tnTH NExT LARGER SIZE. FOR TH.E APPROPRIATEDESIGN PRESSURE REO; D. J B7) GLASS THICKNESS MAY VARY PER THE REOLKREMEN-S OF ASTM E1300 GLASS CHARTS. 8) LETTER CESIGNATIOi(S ON THE TAPCON LOCATION C:JWT INDICATE WHERE TAPCON ANCHORS ' ARE TO EE INSTAL•_ D WHEN US+NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w:", /L S:REWS OF SUFFICIENT LTM. TO PP.Ov10E MIN. 5/ 8 IN. EuBEDME':T lh-. WOO.^. BUCK. 10) APPLICATION OF VULKEV IIE A:r.ESNE CAULK AT FRAME SILL MUST COUPLY WITH SEALµ' "NVACTUPE?'S RECOMMEVOATIONS. 11) WHERE WINDOW IS INSTA:LED IN MSC OPENING WITH A STRUCTUAL TWO B+_ BUCK, USE i'D SC=EK OF SUFFICIENT_ENGTH TO ACHIEVE 1-3/ 8 MIN. EMBEOuE>T AT A' INS ALLATION FAETEN'LR LOCATIONS_ PKWT.. Y::) E 256. IBA:-iO.. t_C:::A 1271A SHEATHING CAULK BETWEEN BY CTmCRS WINDOW FIN L SHEATHING INSTALLATION ANCI,GR 8 SCREW STuC:O OR SIDING BY OTHERS PERIMETER CAULK - B7 OTHERS GLAZING <TrP.) SEE NOEL 7) VINDOV HEIGHT PERIMETER CAULK BY OTHERS 1' MIN. TWO BY WOOD RED.CNT By OTHERS 1/4' MAX. SHIM SPACE J III;II 1 Smlm AS REG.D. SCE nOTES) INSTALLATION I \ ANCHOR 08 SCREW STLI"o OR SIDING By OTHERS CAULK BETWEEN I WINDOW FIN J IMIN L•SMEAtHING SHEATHING EMBEDMENTBYOTHERS SECTION A -A WINDOW VIDTM FIN TYPO WINDOW FRAME 211 O.C. MAX. II (TYP.) HEADER A WINDOW j EOUAL' HEIGHT SPACEjANCHOR! TTP.) BO.C. A6TTP MAx J FIN TYPE 2s ( MAX. (irPJ WINDOW FRAME SILL 6• MAX. (T7P.) ELEVATION VIEW p OM X RIOR MARBLE SILL STOOL BY OTHERS 7 ye-]D.4 E uDcR,!i_ 1/A• SHIM SPACE MAX SHIM AS REO'D. SEE NOT-1 TWO BY WOOD BY OTHERS VINDOV WIDTH TWO BY VOOD BY OTHERS SHIN AS ES) SEE NOTES) 1/K- MAX. SHIM $PAC= CAULK BETWEEN vina0v FIN L SHEATHING 1• milt En.LOmENe J GLAZING (TYPJJ SCC NOTE 7) PERIMETER` CAULK BY GTnERS nEATHtNG BYOTHERS FIN TYPC WINDOW FRAME JAMS STUCCO OR SIDING BY INSTALLATION OTHERS ANCHOR AS SE SECTION B-B NOTES 1)j SSM AS REO.O. ADxCENi TO.EACN INSTA;.r(TK,N A.%CnC?.. MAX. ALLOwA2tE SHIMSTACK TO BE 1/A'. 2) wINDOw FRAME MATERIAL: µUUU(UIJ ALLOT 6063. 3) 04TALLATNON ANCHOR MUST BE OF SUffIC.ENT LTM. TO A_IUEVE mw.'EVBEOuENT Of I' INTO WOOD FRAME MEMBER. A) USE SRJCCNIZED ACRYLIC CAULK BEHIND W.NDOW FIN A' HEAD. SILL c JAMBS. S) USE SRJCOmZED ACRYLIC CAULK FOR P£PWETER SEA: A40UN0 EXTERIOR OF WINDOW FRAME. 6) GLASS THICKNESS MAY VARY PER THE REC'J+REMEN:S CA AS7w E1300 GLASS CMARTS.. 7) 04TALL INSTALLATION FASTENERS AT 6' MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF B.STALLATIONS• w•-m AVCmCR SPACING AS STATED•IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TO 73' X 71' M)v. PREPAP.EO In PRODUCI L APPLICAtION EwGU[CRING• tmC:. Z50 INTERn %Ok L IKVT.. SUITE 270. H[A'-RDV. FL3:DA 22745 PN)4 4:7 /05-0355 FAA 407 905-135 s SHEATHING CAULK BE BY OTHERS WINDOW FIN t SHEATHING INSTALLATION ANCHOR L8 SCREW STUCCO OR SIDING Pr OTHERS PERIMETERCAULK. 111 BY OTHERS GLAZING (TYP.) SEE NOTE 7) WINDOW HEIGHT LMETERCAULK THERS INSTALLATION. ANCHOR L8 SCREW STUCCO OR SIDING By OTHERS CAULK BrIVEEM WINDW FIN - L SHEATM;mG TWO BY WOOD i• MIN. w BT OTHERS Y iCnSEDnf N1 II ^ I 1/s' MAX. SHIM SPACE SHIN AS REO•D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER I/A' MAX.CAULK BCTWCCM WINDOW WIDTH SHIM SPACE WINDOW FIN L SHEATHING TWO By WOOD BY OTHERS SHIM AS REO'D. SEE NOTCS) I V GLAZING (TYPJ - SEE NOTE 7) VINDOW VIDTH FIN TTPE WINDOW2t. O.C. MAR. II (TYP.) A FRAME JAMB VINDOV SPACE FIN TYPE HEIGHT ANCHORS (TYP.) WINDOW FRAME . slu B B MARBLE SILL STOOL By O.C. A cTYP.) OTHERS MAR. X. (TYP.) 6 MAx.(TYP) _. 1/s• MAX, SHIM SPACE TrIMI SHIM AS REO'D. SEE NOTES) Br OTHERSSHEATHINGiv0ByWOOD By OTHERS SECTION A —A VV 1, MIN EMBEDMENT i L SHEATHING BY OTHERS PERIMETER CAULK By OTHERS INSTALLATION STUCCO OR ANCHOR A3 SCREW SIDING BY OTHERS SECTION B—B NO _-S 1) SHIM AS REO.O. ADJACENT TO EACH INSTALLATION ANCHOR. YAx. ALLOwASLE Smu STACK TO BE 1/4'. 2) WINOOW FRAME MATERIAL: ALUWINUW ALLOY 6061 3) tNSTNAATON ANCHOR MUST BE OF SUFFICIENT LTH. TO AC)IIEVE YIN. EmEEDuENT OF I- INTO MOOD FRAME YEWBER. A) USE SILICONIZED ACRYLK CAULK BEHIND wINDOw FIN AT HEAD. SILL h JAMBS. L EVATION => USE StLeoNIZED ACRRIC CAULK FOR FERIYETER SEAL AROUND W M X RIOR EXTERIOR OF watDOw FRANC. VIE 6) GLASS THICKNESS WAY VARY PER THE REpUI1EYENTS OF ASTu E1300 GLASS CHARTS. Z J^w A TNT fA: y '" (` ( 7) INSTALL w<_TALIATgH FAi DYERS AT 6- MAX, FROM CO-NERS i.1 .tv :1.. .Y1.. iw A. J'.br. AND YAx. 24' O.C. DESIGN PRESSURE.CAPACiTY Of p - INSTALLATIONS mT.H ANCH-OR SPACING AS STATED. IS 70.0 PSF A17 S ti.V Y1:il"R I FOR ALL AVAILABLE SIZES UP TO 119' x 49 5/8' Wax. oR_oAF RupER REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. INC. SANFORD, FLORIDA TITLE: INSiALLATION'DETA'L v/ #8 SCREWS HORZ. SLIDING FIN WINDOW XOx CONFIGURATION- SERIES 1000 i DRAWN BY: BB APPROVED BY: j (04L DATE:12/ 17/01 SCALE: N. T. S. DWG.: FLExOO29 PREPARED Btu PRODUCT L APPLICATION U6UECRTN6. UG. aU INTERNATIONAL P[vt_ S.1TE tSD. H(ATHR'Jv. E_I>.IDA 32746 PNDE A07 m_ai61 r" Av B:S-D)66 ONE BY WOOD CONCRETE OP. CONCRETE OR CAULK BETWEEN WOOD ANCHOR BUCK BI DINERS HAM-aRr OPENING MASONRY OPENING BUCK L MAS•r. OPl6" DIA. TAPCON BY OTHERS BY OTHERS 3Y OTB.V. 1-II.• •III ONE BY WOOD (BUCK WIDTH) I E.UCKHT BUCK BY OTHERS PAZ SHIM p A 1-1/4" MIN. FLANGE TYPE SPACE MAX.—ACAULK BETWEEN C EMBEDMCNT WINDOW FRAME SM:M AS REO'D. WINDOW FLANEa: C JAMB SEE NOTES) L WOOD B INSTALLATION ANCHOR 3/ 16" DIA TAPCON 0 1/a• Sniff TPAC£ MAA. RIND vIN•L C• LAZ!NG BEAD GLAS: ( TIP.) SEE NOTES) II O TERS ByOTHERSSHIM AS RE0'D. PERIMETER ( SEE NOTES) CAULKB.M. CAULK BETWEEN BY OTHERS fB(JCK WINDOW FLANGE vx L WOOD BUCK v EVINDOV FLANG: TYPE HEIGHT) HEIGHT) VINDOV FRAME PERIMETER HEADERCAULKSTUCCO SEE MOTES) ) GLASS ( TBY OTHERS By OTHERS W.W. WINDOW WIDTH) CAULK BETWEEN WOOD BUCK L SECTION B-B MAS•r. OPENING RIGID VINYL NOTES- BY OTHERS GLAZING HEAD 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE GLAZIAZI SHIMSTACKTO -BE 1/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICTENT LTM. TO ACKEVE MIN. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4-INTO MASONRY OR COMCRE'E. CAULK WINDOW FRAM[ A) USE SX.KONIZEO ACRYLIC CAW( BEHIND WINDOW FLANGE AT MEAD & BY OTHERS SILL JAu85. SELL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEu III, ADHESIVE- CAW( OR APPROVED EOuAI.' 5) USE SILICWuZED ACRYLIC CAUL( FOR PERIMETER SCAL AROUND EXTERIOR OF WINDOW FLANGE. Q 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCMOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE R:OUIREMENTS OF ASTM E1300 CLASS CHARTS. CAULK BETWEEN V V 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE VIN00V FLANGE V WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L PRECAST SILL EXTERIOR ELEVATION AS A KEY. v/vPRECAST SILL SECTION A - A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TA:CON ANCHOR ADHESIVE vE CAULK ByOTHERSSHOULDBEFILLEDWITH18SCREWSOFSUFFICIENTLTA. TO•PROVtDE OR APROVED EOL. MIN. 5/5 IN. EMBEDMENT INTO WOOD BUCK. W.W 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST A COMPLY WITH SEALANT MANUFACTURER'S PECOuuENW,-.ONS. 11) ONE ADDITIONAL FIELD DRILLED & INSTALLED ANCHOF. IS REO'D. IN A B C D EACH JAJA2 ON THE FOLLOWING SIZES: •D25• (73 Y 62). •026- 73 x, 71), •56u6om"( 65 X 71)• & '6^u6OM• (71 .X71). PUCE ANCHOR BETWEEN ANCHORS •C AND I- AND BETWEEN ANCHORS "H E I AND J• CAF_P 55 PS; ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL F TWO BY WOOD BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH T0, ACHIE'JE 1-3/ 8ON. EMBEDMENT AT AFL INSTALLATION FASTENER H LOCATIONS. ON SIZES NOTED IN NOTE 1:1 'ADD A 1:0 SCREW ANCHOR TO EACH JAuB FOR NOTED DESIGN PRESSURES. B B CEINTr;AT .i•. ai, j(. J MA "WAC MES IVAM aF dR/0,4 -FT7PLJ/J RS ELEVATION VIEWED FROM EXTERIOR ' POEPATit. PVOXCT L APPLICATION C' CALL TIP TO SIZE TIP 1H2 26 I/2 X 26 IM3 26 1/2 X 38 3/5 1NA 26 1/2 x 50 $/ 8 Ims 26 1/2 X 56 1/a 1M5 26, 1/2 X 63 IH6 26 1/2 X 72 23 37 x 38 3/e a 37 A 50 5/8 a5 37 X 56 1/4 71. 37 X 63 33 53 1/$ X 36 3/ 8 34 53 1/5 X 50 5/8 3A5 53 1/3 x 56 I/a 35 53 1/8 % 63 6 53 t X 7 2 C23 74 X 38 3/ 8D24 7- X 50 5/3 D2a! 74 X 56 t/a 026 74 x 63 7- X 72 2Du20u 20u30u 20ua0u 20u46M 20M50U Inv . aX a2- X36 24 X 48 24 1 54 24 X 60 24 x 7 30M20 36 X 24 303,130u 36 X 36 3OM40U 36 X 48 30u46u 36 X 54 30u50u 36 X 60 30u60u 36 X 72 4011101 48 x 36 40W40M 45 X 48 OM46u 45 X Sa 40USOM a8 X 60 40u60u AB X 72 a a6u3Ou 54 % 36 a SMAOM 54 X 46 46u46M 54X 54 461,150u 54 X 60 4surom 5A X 7 WW20 60 % 24 50u30u 60 X 36 50u40U 60 X 48 50u46U 6C x 5. 5OM503I 60 X 60 SOu60u 60 X 72 u u C C C C C C C C C C C C C C C C C C C C C C C B. 0 C B.0 C B.0 C B.0 C B.0 I.0 B. 0 C B. 0 C B,C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C B. 0 C B.0 C B.0 C C C C C C CC C CC e: c0 0B. 0 B.0 TA9. G.0A,=,C. D B.C.G A.E.C. D A.B. C.0 C C C C C T CC C CC y AT LOCATIONSIN JAMBJFO TOI To c 70- 1cmGM GM G.M G. M GM G. M G.. G.n.IJ G.M G.M GMJ.J G.M G.MJJ GMJJ GM G.MJ.J M G, h G.nJJ G. n. IJ GM G.MJ.J Gr !.J G.H LMJJ G.-JJ C. MJ.J G.HJ.J E.F.G.MJJ y,n G.M n GM 4.HGMJJG.M G M!J GMJ. J GMJJ G.MJJ E.:.:.,lJ O. M.I.J GMJJ EF. G.MJJ G.MJJ E.F.GM.IJ C.F.G.M.0 G.M G.M1J GMJJ GMJJ G.nJ.J E.F. G.M !J G.MJ.J E.F.GJIJJ EF.M.IJ G.M G.M G.M GM GM C.H GM GM GMJJ G GM GMJJ c.n r. GM!.J IJ G. G. M G.M G. M GM G. M G.HJJ G.MJJ G.M GMJJ GM.IJ G. M G.MJJ GM.1J G.M.I.J G.NJ. J E.F.G.M.I G.M G.M GM cmua IJ 4nG,M G. MJJ G.MJ. J G. MJJ EfcM 1J 1.,n GMJJ GM.I.J GM !J E.F.G.M. 1. F MI HGM G:M G.M GMJ.J G.M c.MJJ GMJJ C. MJJ G.HJJ E.F. G.M.I. C B.0 I 9.0 G.MI GM I GMJJ C B. 0 e. 0 G. M G.MJJ G.M,IJ C ' B.0 S.0 C. M.,LJG.HJJ EF.G.HJ C B.0 E.0 G. M..J G.MJ i E.F,G.n,1 C B.0 B.0 O. H!J . E.f.G.M!.J EF.C.M! L M__V KH 56930u 66 X 36 e.0 B.0 A.B.C.: CM I, G. JJ 56M.Ou 66 X A8 e.^_ e,C A.:,C,3 G.M GMJJ G.M.I.J56MA6u 66 x 5. e.0 B.0 A;.C.: G.M.IJ GMJJ E.F,G.H.tJ 55u50u 68z 60 EX B. 0 A.3.C.: G.H!JC.F,GM 5Au60u 65 x 72 9 C e.0 I G.M!JEF.G.n!J- 60" 0u 6OW30M 72 %' 36 e. CL 9. C.: G.M G.M GM!J 60u40M 72 x •3 B.0 ! B.C:: GM GMJJ GMJJ 60u46Y 72 X 5A 2 c A.B.C.:' G.M.I.JG.NJ.J E.f.G,M.IJ 60u19u 72 A 6C E.^_ A•.. C.: G.HJJ E.F,GMJJ E.F,;.n.0 u 72 x 72 e c ADDITIONAL ANCHORS RE--'D. S_E NOTE II INTERNATIONAL. EXTRUDERS NORD, ORa TITLE: INSTALLATION DETAILN/ TAPCONS HORZ. SLIDINC- FLANGE WINDOwf - SEP,I. ES 1000 DRAWN BY: BB I APPP.OVED BY: J.4.,,::'LW''• DATE:10/23/ 01(SCALE:NTS DWG.: FLEXO0=0 De_ 25C IMTERMAlIC PXWL, 3v1i[ m. Ka)-;3,. f:n;3, z?.6 P.-t[ •:7605-07e5 . u ,: 905-02ii P CAULK BETWEEN B.V. ONE BY WOOD CONCRETE GP WOOD BUCK t (BUCK WIDTH) BUCK By OTHERS r MASONRY OPENING NAVY. OPENING INSTALLATION ANCHOR I By OTHERS By OTHERS p By WAD 3/16' D10. TAPCON CAULK BETWEEN BUCK BY OTHERS WINDOW FLANGE ' t WOOD BUCK IMBED' MIN. SMlM I/ R£0.0. e D EMBEDMENT BED )(AxRIGIDV1NrL (SEE NOTES) F I GLAZING BEAD INSTALLATION ANCHOR Ci7P.) 7- • 3E16' DIA. TAPCON STUCCO -,J By OTHERS I SHIN AS REO'D; BED• NOTSEENOOTES) PERIMETER CAULK By OTHERS FLANGE TYPE vINDQV FRAME HEADER RIGID WIN L GLAZNG BEAD tTP.) CLASS In h (SEC NOTES) GLASS TYP3( SEE NOTES) N3CONENT D ST 13 By TmERS v O FLANGE TYPE — WINDOW FRANC 9 CAULK BETWEEN o WINDOWFLANGEPERIMETERtWOODBUCKAUKBY CTMERS W. V. WINDOW WIDTH) I QIGHT) Bit BUCKCAULK BETWEEN HEIGMT) WOOD BUCK t CAULK BETWEEN WINDOW NAVY. OPENINC FLANGE t PRECAST SILL BY OTHERS w VULKEM Ilb ADHESIVE SECTION B-B CAULK. OR APRV'D. EOL. FLANGE TYPE CONCRETE OR PERIMETERvIMCDv FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS W. W. f PRECAST SILL A BY OTHERS A' A B C O• F SECTION A -A° 4y , i1) SKIM AS REO'D. AT EACH INSTALLATION ANCHOR. mu. ALLOWABLE D E IN D STACK 70 BE tim.: 2) wSYALL FRAME CMATE mORL AL U1EUUMALLOT 808J. I / ; SI018TALLATtONANCHORMUSTBEOFSUFFICIENTITH. TO ACHIEVE ^_ 6(1N. EMBEDuENT OF 1-1/4' INTO MASONRY OR CONCRETE. D) USE SIUCONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD J [ K B O hJAMBS. SILL MUST BE ATTACHED TO THE SUBSTRA'i vnTn LJ C vuL1( Eu 116 ADHESIVE CAULK OR APPROVED EOUAL `ti_J5) USE SILJCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. F G "V % EXTERIOR OF WINDOW FLANGE. S) If EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CNAT(T, USE AJ ANCHOR OUAMTITY USTED WITH NEXT LARGER SIZE. FOR THE / APPROPRLATE DESIGN PRESSURE REO'O. 7) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. ~r B) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE SINGTHEH TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN'J.-.v3 SIZE SIZE' 30-sr TO AOost D1Asr TO 7OPSF 30Ay TO 400V AT V To 7:XSr 12 t6 1/3 x 25 B B r.G re 1J t8 1/8 x, 37 3/8 B B f.Gf•G ID IS I/6 x .9 S/8 B B r,c FA 145 16 1/8 x 35 1/4 B B F.GF.G 15 18 1/5 x 62 8 B r.0 • G 16 IS %/6 x 71 B B r,Gf.G.HJ 17 1• 1 , ] R F F G '1 1M2 25 1/2 x 25 B BFG 1H3 25 1/2 x 37 3/8 B B F:G F.0 IN. 25 1/219 S/5 B B F,C i,C.Hi1HA5 A 25 1/ 2 x 53 1/4 B B F,c r.G hiIM525 1/2 , 62 8 B F.G r,C.HJINS 25 1/2 x 71 B 9 r,C F,GJ(J1.7 25 1/2 x 83 8 B r.CJ.K F.OJ.x 26 29 1/2 x 2S 7 B8 r,C F,G 3/e101/ 2 . 30 3/8 39 1/ 2 x 3)/e 29 1/ 2 x 49 5/3 B B FAG f.C.MJ 301/ 2 . 56 1/. 29 1/2 x SS I/A B B F.0 F,Cru 30 1/ 2 . 53 29 1/2 x 62 B 8 F.0 F.CJ(J 30 1/ 2 . 72 29 1/2 1 )I. B B F.CIU F,WHJ 30'1 2. 64 29 1 2 x 83 8 B F.CJ.KF,GJ.K23 36 X 25 34 37. 3/8 8 B F,G F,C 2434 , N 5/6 B B B8 F.G F.0F,W(J F,G, hJ 245 2536 , 53 1/. 3t , 62 B B r.CJt1 r,G.HJ 26 36 x 71 B 8 F.G.M,1 O.E.F.G,,a 7 36 x 83 B B F.GJ.K r,GlU,J.t D A 2 . 36 3/8 41 X 25 41 X 37 3/8 B 8 r,G r.GlU 2 . SO 5/e 1-x .9 s/e B B F.G f,Cl+J 2 . x ,/. U x 55 1/4 B B BB r,G.M,1 F.CAI Cl1JO. EJ. CJ•J 42 . 63D2 . 72 AI x 62 7t BB F,ClLI D.U.Gr.J D . D1 X 83 r 0 J.K r.c.M,IJ.K48 26 47 x 25 B B A.0 A.0F.0 r.c1U e . 363/8 17 x 37 3/8 A9 5/ 8 B A.c r,C F.G.HJ b . So5/3 6 56 1/4 7 x 7 xSSt/A B A.0 G,NJ F.C.Hj e 63 F•G,H.1 O,E.F.C!J 46 . 72 7 x 71 B A.0 r,O,NJAO.Lr,G...t% 32 37 1/5 x 75 B A.0 F.G F.G 33 52 1/3 X 77 3/6 B A.0 F,C 3A 52 ,/ 6 x A9 !/6 a A.0 F,C.MJ f.G.NJ345 52 1/& x SS 1/4 B A,C r,G.NJ O.E.F.GN.I 35 52 1/6 x 62 8 A.0 f.G.N,I O.E.F,G m.1 36 52 1/3 x 71 B A.0 F.C.MJ O.E.F.G.M.137 52 1/8 x 83 8 C r.c i.K O.E,F.G.J.!J.K 37 S12E HOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED wm-N U 9) µLEL FACTORY APPU! HOLESS A NOT DESIGNATED FOR TAKEN FLORIDA EXTRUDERS'"TERNATIONAL. INC ANCHOR - SHOULD 8E• FILLED WITH IS SCREWS OF SUF7tCIEN7 LYN. A SANFORD, FLORIDA TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS TITLE: INSTALLATION DETAIL PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS 15M AND 2000 ELEVATION SERIES SINGLEMUNGS. SGL. HUNG FLANGE WINDOWS - SERIES 1000 ISOO L 2000 11) wKM WtNoow tS INSTALLED IN MASONRY OPENING WITH A S7RtJCTUAL two er WOOD BUCK. USE _III SCREWS of VIEWED FROM EXTERIOR - ., - . DRAWN BY: BB APPROVED BY: SUFFICtENT LENGTH TO ACHIEVE 1-3/8uIN. EMBEDMENT AT , i j.. ,..I I1t% ALL INSTALLAtiON FASTENER LOCATIONS. •°•'*.'4 DATE:10/ 09/01 (SCALE: NTS DWG.: FLEX0016 PPE?AREO 8•: PRODUCT A APPLIUION ENGR1iERwG. INC.. 250 INTERN nON.( PKY.. SVIE 250. NEATNRO.. FLOR10. 32746 PHONE 107 $03-0355 Fu .07 5:5-0366 CAULK BSTWECN SHEATHING WINDOW FIN L By OTHERS SNEATMING INSTALLATION ANCHOR B VGOD SCREV STUCCO BY ONE"' WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TTPJ SEE NOTES) PERIMETER CAULK by OTHERS 1' MIN. EMBEDMENT TWO By WOOD r— BY OTHERS SHIM AS REO'D. SEE NOTES) Z-1 - 1/A' MAX. HIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) F[N t7PE WINDOW FRAME SINARBIE SILL SiOpLBrOTHERS VINDCV WIDTH 1/4' MAX, SHIM SPACE SHIM AS REO•D. TWO BY WOOD S[E NOTCb STUD I OTHERS CENTRAL FLO. artYy+ ACT +` 1_ . j J1C N F y EHn"cDr._Nt GLAZING (TTPJ C (SEE NOTES) J SHEATHING'S BY OTHERS CAULK BCTVEEN I V!DiM A 9 B 24* O.C. MAX, (TYP.) EQUALLY SPACE WINDOW ANCHORS (TTP.) FIGHT 1- A J HADJL(Typi 6' MAX <irPJ ELEVATION vIEwED FROM EXTERIOR INSTALLATION ANCHOR I ` iV0 BY WOODXBWOODSCREWBYOTHERS STUCCO I _ BY OTHERS CAULK. BETWEEN - _ WINDOW FIN SHEATHING L SHEATHING' ST OTHERS PMIN. EnBEDnEnI SECTION A —A FIN TYPE WINDOW FINWINDOWFRAMELSHEATHINGJAMB PERIMETER INSTALLATION ANCHORCAULKmeWOODSCREWByOTHERS STUCCO By OTHERS SECTION B—B NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY. 6083: - 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACMIEWE MIN, EMBEOMENT.OF 1--INTO WOOL' BUCK. 4) USE SILKONIZED ACRYLIC CAULK BEHIND wINOCW FIN AT HEAD. SILL h JAM2S. . 5) USE SILICONRED ACRnc CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FRAME. 6) IF EXACT- WINDOW SIZE IS NOT LISTED'IM. ANCHOR CHART, USE ANCHOR OUA.\:ITY WED -WITH NEXT LARGER SIZE. T) ASTMS E HIC GESSS MAY VAR . PER THE P.EOUIRE.UENTS OF B) FLORIDA EXTRUDERS 10D0 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO A-PUES TO THE FLORIDA ETRVDERS 15W AND 2000 SERIES SINGE HUNG WINDOWS. 7 CONCRETC ORNa1MASOTOPENING BY DINERS ONE BY WOOD BUCK BY OTHERS CAULK SETVECN ` WINDOW FLANGE L VOCO BUCK v D stucco J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYPJ SEE NOTES' VA WINDOW EIGHT) PERIMETER CAULK BY OTHERS a INSTALLATION ANCHOR 3/I6' DIAL TAPCON CAULK BETVfEN WCOa BUCK tnAi'r. OPfnING Hi OTHERS GLASS (TYP.). 1-1/4' MIN. (SEE N07"1.$) C O ENtBEDMaNT F TO SHIM AS REO D. 1/4• MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME ' W.W. RIDGED VINYL GLAZING BEAD BGHBUCK / 1HEIGHT) B B RIDGED VINYL GLAZING'BEAD W.H. .. FLANGE TYPE WINDOV FRAME A-J ELEVATION VIEWED FROM .EXTERIOR a CAULK BETWEEN WINDOW FLANGE L PRECAST SILL W/VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRV-D. EOL. SECTION A —A ..._.-. :....._.-. __ .... _..._._._. B.V. I-v.• N;N. CONCRETE OR BUCK WIDTH) [MtC pr(Nt MASONRY VENING By OTHERS SHIM AS REO'D. D 1/4' MAX SEE NOTES) INSTALLATION ANCHOR 3/16' DIA .TAPCQn . . RIDGED VINYL GLAZING BEAD 0 DN£ By WOOD v BUCK BY OTHERS FLANGE TYPE p WINDOW FRAME CAULK BETWEEN ' WINDOW FLANGE PERi!!ETER L WOOD BUCK CAULK - BY GT.ERS CAULK BETWEEN WORD BUCK a W.W. HAS" OPENING WINDOW WIOT)U 1 BY OTHERS STUCCO BY OTHERS SECTION B-6 NOTES, 1) SHIM AS REO'D. AT EAU( INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO 8E I/4-. 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. 3) 3/16- DLA. TAPCON INSTALLATION ANCHORS MUST BE Of SUFFICIENT LT". TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SIUCOMIZED ACRYLIC CAULK BEHIND WINDOW FLANCE AT HEAD & JAu85. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEu tt8 AOMESIW£ CAULK OR APPROVED EQUAL. S) USE SwCONIZEO ACRYLIC CAULK FOR PER)Y£TE.R SEAL AROUND EXTERIOR OF WINDOW FLAMOE. 6) IF EXACT WINDOW SIZE K NOT LISTED IN ANCHOR CHART. USE ANCHOR'OUANTITY LISTED WITHNEXTLARGERSIZE. FOR THE APPROPRIATE DESIGN PR£i5'JRE REO'0. 7) GLASS THICKNESS MAY VARY PER THE REO(IREMENTS OF ASIM E13M GLASS CNARTS.. 24• D.C. MAX (TTPJ B) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. /E SCREWS:OF SUFFICIENTLTH. TO PROVIDE MIN. 5/8 IN. EW.£DMENT INTO WOOD SUCK SHOULD BE INSTALLED. 9) FLORtDA EXTRUDERS 1000 SERIES AXED WINDOW IS SHOWN. THIS PRINT ALSO APPUES TO THE 6• MAX.. (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIIEO WINDOWS. —• - T 10) SEE BACK Of THIS SHII- KEM FOR iNSTLNADHESIVEANC: JLX At FRAME SILLII1t] APPLICATION OF VUIKEu l'tb AOHESM GJUt At FRAYS SILL MUST COMPLY wITH SEAta.': MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO 8Y w000 BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT. 13) wINDOw UNRS CAN BE MULLEO TO OTHER UNITS USING ALUMINUM TUSE MULLION. SEEMULLIONINSTALLATIONSHEETSFORREOUIREUENTS. INTERNATIONAL. INCFLORIDAEXTRUDERSSANFORD..FLORIDA TnU:iNSTALLATiON D=TAIL W/ ONE BY BUCK FIXED.FLANGE WINDOW - SERIES 1000 s 2000 DRAWN BY: 22 APPROVED BY: 2 12002 DATE:10/22/01 (SCALE:NTS DWG.:FLEx0018 StiEET I OF 2 PREPARED 6Y:'NWloouc7 TECHNOLOGY coRP.. 25o wttxNUTo t tWY, SUIE 25o. 4AT"Ro , FL/ROA 32746 PHONE 407 605-0365 7A4 407 6C5-:366 In SHEATHING BY OTHERS CAULK BETVEEN vINDOv FIN aSHEATHING INSTALLATION ANCHOR t8 SCRE V EXTERIOR FINISHByOTHERS — PERIMCTER / CAULK — BY OTHERS vINOCW HEIGHT EXTERIOR PCRIVXTER CAULK BY OTHERS INSTALLATION ANCHOR — gB vOOD SCREV EXTERIOR FINISH BY OTHERS I GLAZING LSEE NOTE 6) KIN. DKNi VINDOV VIDTH I 1/4• MAX. BY OD FRAMING SHIN As a:0•o. SHIM SPACE BY OTHERS CENTRAL FLORMA B•®•A'F. \ / j j, I XSEEhOTEi) A("rNAME 1n+"""''. iur SHIM SPACE t A (•/(j`. r'V # GLAZING SEE NOTE 6) FIN TYPE virmv FRAME CAULK BETWEEN j 1•HIN. VINDOVFINEM3EOrtENTaSHEATHINGSHEATHING BY OTHERS SECTION A -A BUCK HEIGHTFIN TYPE viNDE' v FRAME SHIN AS REO•D. 1/ 4' MAX. cSEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE VINDOV FRAME A - w•I ELEVATION wEKD FROM EXTERIOR VXD FRAHM BY OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR X3 SCREV CAULK BCTvEEN vINDOV FIN a SHEATHING SECTION B-B EXTERIOR FINISH PERIMETERCAULK By OTHERS BY OTHERS NOTES 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. WITH LOAD 8:401ING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/6-. 2). WOvDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGMT TO ACHIEVE wx EMBEDMENT OF 1 INTO WOOD FRAME. 6) VSE SIUCOMZED ACRYLIC CAULK FOR PERIMETER SEALAROUNO.EXTERIOR OF WINDOW FRAME. 5) USE •SILICONDZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 CLASS CHARTS. SDIGLE GLAZING IS SHOWN. INSULATING CUSS' ALSO OUALIFIED. 7) FLORMA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THUS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS'1500 AND 1000 SERIES PICTURE WINDOW.' B 8) SPACE• INSTALLATION ANCHORS AT 6- MAX. FRO 4CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WIT~• ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AvAILABLE SIZES UP TO 73- X 71- OR' 63• X 95' OR I19- X 37-3/3- MAX. 9) WINDOW UNIT CAN BE ,MULLED TO OTHER UNITS USINC ALUMINUM TU9E MULLION. SEE MULLION INSTAL-- ATION SHEETS FOR RECIREMENTS. TITLE: IN t nt n( FI) F ! iUVZ . DRAWN BY DATE: pREPARED BY: pR00uCT TECH,4L= CORP- 250 PNTERNATONAL PKw7. AA:L 2SO. LAKE MART. FLORCA 327-6 PHONE -07 605-0365 FAR 4`7 C05-0366 U CAULK BETVEEN WINDOV FLANGE t WOOD BUCK CONCRETE GR MAIONRY CIPCMING IT O:HCRS EXTER:. E f11Gin By OTHERS 1 PERDETER CAULK BT almeRs vihmv FRAME HEAD EATERIOR WINDOV FRAME SILL PERIMETER CALK By OTHERS EKTCRIGR FINISH — By OTHERS CAULK BETVEEN v00D BUCK I. MASONRY OPENING By 07NERS ONE BY WOOD BUCK By OTHERS INSTALLATION ANCHOR 3/tV D:A. TAPCON dt-t? Mtn. 0 EMBEDMENT 1 r 1/4- MAX. L SHIM SPAL SHIM AS REO'D SEE NOTES, GLAZING (TYP. SEE NOTES) CAULK BETVEEN wimmv FLANGE 4t ((DOD BUCK CONCRETE OR \ MASOMRT CAULK BETWEEN BT OTHERS V= BUCK t sYR0ENING SECTION A—OTHEAe NOS I) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. um. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERLAL: ALUMINUM ALLOT 6063. 3) 3/16- Ow. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TOAC711EVEMIN. EMBEOMENT OF 1-1/4INTO MASONRY OR CONCRETE. PLACE TAPCON A)ICHORS 6" FROM CORNERS & 24' 0. C. MAX. ALL FACTORY APPLIED MOLES MOT DESIGNATED FOR TAPCON ANCHCRS SHOULD 8E FILLED WITH /6 SCREWS OF SUFFICIENT LIM. TO PROVIDE MIN. 5/2 IN. EMBEDMENT INTO WOOD BUCK. ' A) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE /10 SCREWS OF SUFFICIENT LENCTH T? ACHIEVE 1-3/8 MIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SILKO..N1EE0 ACRr_IC CAUL( BEHIND WINDOW FLANGE A7 HEAD. S41 JAMBS. 6) USE SaK:OwZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLUtiE. 7) CLASS THICKNESS MAY VARY PER THE REOUIRENEN7S OF ASTM E13W GLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALMED. E) BUILD DOWN AROUND CURVED PORTION OF W94DOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SuFF1(CIENT S"RENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW, TO THE'S:RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES @ 2000 SERIES. 10) ELEVATIONS SyOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO WIT USE OF THIS PRODUCT TO THESE TWO CCNFIGURATIONS. Tr.1SSHEET APP'JES TO ALL CONFIGURATIONS T.(-. CAN BE MANUFACTURED FROM THE 1000. 1750. Q 2000 SERIES DESIGNER FIXED WINDOW MMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE - MULLION INSTALLATION SHEETS FOR REOUIREMENTi. WINDOW wTDTH' A INSTALLATION. ANCHOR 3/16' D! A. TAPCON WINDOW HEIGHTYiM AS REO'Q. B B SEETOTES) A r L 1/4- MO. EXTERIOR ELEVATION SHIMSPACEq -'• SHIN AS REO'D SEE NOTES) VINDOv FRAME JAMS GLAZING ( TYP. SEE NOTES) 1- 1/A' MIN. EMBEDMENT 1/ 4' MAX, SHIM SPACE Ord BY v^OD BUCK BY GTMERS 1' D 6ATI'.}I ANCIu:R 31 PERIMETER CAULK BY OTHERS / EFTERICR FINISH J at OTHERS WINDOW WIDTH B CAULK BETVEEN s v Vy BUCK IU:' 7 OPENING at CTHLRS C CAULK BETVEEN vGvy, vFLANGE IIv^ GO BUCK CONCRETE OR MA$OMRY ODEMINO BY OTHERS I ICN B—B A EXTERIOR ELEVATION wINDOi HEIGHT B B 1- 1/A MIN. EMBEDMENT ONE B!%,T vDBUCK BY OTHERS BuSryiJr L 1\VIAL, FLORIDA EXTRliDERS'sERNATIONAL NFOD. FLORIDA TITLETLANGE INSTALLATION DETAIL CONCr.=TE HEADER v/t BY Bt:CK DESIGN= R FIXED WINDOV 1000, 1750, L 2000 SERIES DRAWN BY: BB APPROVED BY: U' 1. ='J'=- DATE:02it2i02 SCALE: NTS DWG.: FLEx0035 rA( r4Kf Nr. TralA :, (?'. M MT(ArIL?q U.". L"I rA -C—' v.'IM" 274 A 4I O.OI) Ir 40 W"'NA INSTALLATION ANC.CR ONE BY BUCK co SCREW By CIHERS ' BUCK WIDTH CAULK BETWEEN VINO=V BUILD DOWN BT OTHERSFLANGEl $CEP:RING ALSO 5' NI) S. rTWOByCANING SILL) I) AS P.IO'D. AT -AC,, INSTALLATION ANC:KOR wtTH LOAD BEARING SHIM. MAX, BT OBy ALLCWABLE SKIM STACK TO BE t/A'. P.TVOOD t'TP 2) wwDOw FRAME MA:ERYLL: ALUMINUM ALLCT 6063. RITCiHfRS 4w. 3) TAPCON MSTAIAATICN ANCHCRS AT Sr--. u.ST EE OF SUMCIENT NTH. TO AC>aN[ SHIN ASr1-SIB• III I Eu9CDucni v: n. EMBEDMENT 0: 1-1/4' INTO MASONRr OR COHERE?. /10 1n57ALLATIOn icE NOTES) SSCREwSATHEADkJAMBSMUSTBEOFSUFFICIENTLENGTHTOACHIEVE1-3/5- MIN. EMBEDMENT INTO wOOO FRAMING AND BUILD DOwN wHERE REOUIRED. EXTERIOR riN1SH INSTALLATION ANCHUS k SCREwS TO BE PLACE) 6 IN. FROM CORNERS @ ZA IN. BT OTHERS O.C. MAX. v!NDOV !BANE A) USE 4LCON12ED ACRr•JC CAA" EEHwD wwDOw rLANGE AT HEAD. SILL k JAMBS. UANB S) USE SR.IC0mZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wtNOOW FLANGE. GLAZING STTP. 1/A .WAA. I ' 6) CUSS THICKNESS MAY VARY PER - E REOUO(EM-LNTS Of ASTU E1300 GLASS SEE NOT wSHSPACEW" C..S. SINGLE GLAZING IS SHOWN. INiULATING GLASS-6 ALSO OUAUFIED: 7) BUILD OWN AROUND CURvED PORTION Or wwDCw FRAME 70 BE ,ENGWEERED By OTHERS. BuP ODOWN MUST BE OF Su,,-)CEN. STRENGTH TO ADEOUATELT TRANSFER LOAD FROM wtNOOw TO THE SRuCTuRE. Pr- P.•NETER CAULK IT OTHERS vtNCOv FRANC LEAD I W040ow EXTERIOR V: NDOV FRAAti- Sal PERIIETER CAW,K RT OTHERS CX- CRIER IT CTHERS 1- 3/6" WIN. EMBEDMENT 1/: MAX. SHIM SPACE CAULK BETWEEN 7VO 3,SUCK t. C?NCRE7E By GTHCRS INSTALLA' I;N ANC.•CP A: o s;a_•• Q CAt:JC BETvEEn WINDOW FLANGE t v vDBttCK d d S) FLCAIGA EX:RVOERS 1000 SERIES DESGNER w1N.Ow SHOwn. THIS PRINT ALSC APPLIES TO FLORIDA EXTR•JGERS 1750 SERIES k 2000 SVKES.' CONCRETE OR' R) ELEvAnOTIS SHOw COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF NAsow, SHIN AS PEO•D THIS PRODUCT TO THESE TWO CONrtGURAT10NS. THIS SHEET APPLIES TO ALL PERINCTCR CAULK BT GTHCRS SHIN NOTES/ CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE.1000. 1750. a 2000 BY OTHERS S= RIES DESIGNER FIXED vri.00w FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UtnTS USING ALUMINUM TUBE WINDOW WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOutREMEmTS. EXTCR; CP. rINISN SECTION B—B By at, GLAZING ( TTP. SEE NOTES) - SHIN AS PEO•D SEC NO: CS) SUCK HEIGHT 1/ A' M". SHIM S:A_E EXTERIOR ELEVA T 10NCAULK N TVCEN J e d I PAA- WOODVINDO•: FANGE LOTE BT WOOD BUCK L1-1/:—CMTRAL FLORIDA B.O.A.F.CAULKSETVEENEMBEDMENB'-_ K t by MMAGI'MR--• NAME: NASONP- OPEN!< ONE it vCOD 1- ' 1 ITOTI+RS RUCK' By OTHERS ('•L I SECTION —A INSTA:LATION ANC-WC2Yf AMRFlIXr^r, ' BT CT<N S 3/16• DIA. TAPCON :f lr , wwtt, T w:OTN A EX. TERIC•= E-E VP.TION c. t ..--`I Nn.ox• s JN rr(r+r.a A.A, ua tX •r.tiv, nul:A. nr.. we .e+ NY.N: r.. a n+Au 1. MIN.r.l L— 114, Mt 3 INSTALLATION I SMSI SPACE ANCHOR SCREV NT rP.) t: SDtn CAULK BEH{ND rim tvO BY FRAMING S.EATHIMG SHIM AS RCO'0. By OTHERS IT C:HERS TVO By BUILD (SEE NOTES) DOVN BY OTHERS EAULK BfH1nD FIN FIN FRAME JAMB 99 INSTALLATION II SHIM AS Rf0'D. 1) SHW AS REO'O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING ANCHOR SCREV (TrPJ I ( SEE NOTES) SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4-. GLAZING IT' P. j --1L2) WINDOW FRAME wT RIAL: ALUMINUM ALLOY 6063. SEE NOTES) o , UN. MX S) USE S'UCON)ZEO ACRYLIC CAUL(. BEHIND WINDOW F.N Al HEAD. -SILL & UAMES. L- rot V A; USE SXICOHMED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of CyCDQt II I wIN00W FRAME. j S) GLASSCHAR THICKNESS MAY vA.ZS PER THE REOATING NTSGLASSOF ASTM OUA GU. I CHARTS. Sn+GLE GLAZING 5 SHOWN. INSULATING GLASS K ALSO OUAL61ED. SNEATH(rl,. 6) SCREW ANCHORS AT HEAD, .SI1 B: LUN°S SHOULD BE /8 SCREWS OF SUFFICIENT Dr LTHERS LTN. TO PROv10E UIN. 1 04. MIN.. EMBEDMENT INTO WOOD FRAME. PLACE /9 EXTCRIOR FINISH SCREW ANCHORS.6- FROM CORNERS AND 24' O.C. MAX. EXTERIOR By OTHERS o 7) BUILD DOWN AROUND CURvED PRDON OF wINDOw FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOuATELY EXTE?{OR FINISH BY DT.ERS TRANSFER LOAD FROM "DOW TO THE STRUCTURE. PERIMETER CAULK 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSOITOTHERSAPPLIESTOFLORIDAEXTRUDERS1750SERIESA, 2000 SERIES. fvxr w vir.m PERIMETER CAULK 9) ELEvAT*MS SHOW COMMON CONFIGURATIONS. (T IS NOT INTENDED TO LIMIT USE OF BT.OTMERS THIS' PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL rim FRANC M£ADCR CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS SECTION B-B10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. I -1EEZNOTES) CTYP EXTERIOR PCRIMETER CAULK By OTHERS EXTERIOR rINISH By OTHERS e INSTALLATION ANCHOR SCREV. (TYP.) t EATHIND By OTHERS rim FRAME SILL SHIN AS RE". SEE mcTES) / 1 , 1. xxNI SECTION A -A I L- vN' ML b4M SPACE A EXTERIOR ELEVATIONTvOByFRAMING IT OTHERS CAULK BEHIND rim riy3.)'` 4 1 2002 Mrt EXTERIOR ELEVATION FLORIDA 'EXTRUDERS' SANFOR FLORIDA TITLE: FIN INSTALLATION' DETAIL DESIGNER FIXED WINDOW-1000, 1750. & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 H C. 3 F r.CIDL ac W [ tM •r), -% M. K•r . ILM. VI. w - Y - yr An - 3 CONCRETE OR SHIM AS RE'C'D _ MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR r0 E ' B WOOD ?u£K CALK BCTWEEv PfRin£tER WOOD BUCK 6 CAULK Br MAS'Y. OPCNiNG OTHERS BY OTM.cRS STUCCO CI {T By- OTHS'S v )I v PD ii INSTALLATION ANCHOR 3/16" DIA. TAPCON INSTALLATION ANCHOR BB SCREW (TYP. WHERE ONE BY WOOD iAP:ONS A<E NOT RED'D.) BUCK BY OTMCRS r1 1/4' MIN. EM2E DMENT SLIDINGGLASS DOOR rriAME I r I/K' MAX. JAMB p I SHIM SPACE INSTALLATION ANCHGRB8SCREW (TYP. WHERE tTAPCDNSAREHOTREO'DJ ( SLIDING GLASS DOOR rRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS* D :-J2'rRAmE SILL I d 1 fP!3EDnfNI D A- d d A D LIBERALLY APPLY CALLKIA(G UNDER SILL INSTALLATION ANC0RSETSILLINBED OF CONCRETE 3/16' DiA..TAPCON SECTION A -A c5 TEMPERED GLASS TYP.) PERIMr,TER CAULK BY OTHERS S.G.D. WIDTH I/K' MAX. SHIM SPACE 1 1/4' MIN. EMBEDMENT I rONE BY WOOD I BUCK BY OTHERS CAULK. BETWEEN G WOOD BUCK B MAS'Y. OPENING DY GTHERS SH'M AS REO'D. I (SEE NOTES) INSTALLATION A14CHKOR 3/16' DIA. TAPCON Q CAULK BETWEEN DOOR rLANGE L WOOD BUCK, d CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING By OTHERS / INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA. TAPCON WOOD BUCK L-'_' KAS'Y.,OPENING BY OTHERS d CAULK BETWEEN STRIP HOOK STRIP SS DOER G r NOD BUCK L ONE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS B.O.,LF.TEMPERED GLASS JSECTIONBACTURER ( TYP.) 1 • SLIDING GLASS DOOR TIE.r,c1s v r.)ers INTERLOCK MASTER FIIAE # ^ _. ..' _ HOOK STRIP DETAIL warm AIR 1) DOOR NATCRIAL• ALUMINUM ALLOY 6063. Z) TAPCON TTPC INSTALLATION ANCHORS MUST BE Or SUFFICIENT LCNGTH TO AOaVC KIN. OgEDIKMI Or 1-V4• INTO PASDIKRY OR CONCRETE. _ 2) ALTERNATE TAPCON INSTALLATION ANCHMS.FRONt M V.:K DN ALL FRANC 'NCHBERS ._. 1APCON ANQQR CHART ON BACK Or THIS SHCCT. 3) USC SKICONIZED ACRTLIC CAULK KHIND DOOR rLANGC AT' HCA0 L iANBS. 6) USC SILICOMZCD ACRYLIC CAULK NOR PCR!m(TCR SEAL A3OMD'CXTCRIOR O': DOOR7) V EXACT DOM SIZE IS HOT LISTED IN ANCHOR CHART. USE ANCHOR -OUANTITY .LISTED W:TN HCXT. LARGOR SIZE: r0R•TE APPROPRIATC DCSIGN PRESSURE RCD'D. B) FOR POCKET DOOR SIZCS USE CLOSEST 21PASS DOOR SIZE L COWtrARA710N t0 rDdSHKD OPENING, COPLACE•TAPd. IN r2ONT OF HOOK STRIP AS SHOWN.-' - -. B) GLASS T ICK)ESS HAY WART PER RCOUIR:NCNTS Or ASTH.C1300 GLASS CHARTS _ to) ALL FACTORY APPLIED HOLES HOT OCSIGNNA7CD rep TAPCON ANCHOR SHOULD BE rILLCO vtTK HB SCREW- or SUrrICICKT LCKHTM TO PROVIDE KIN 5/0' CMBEDHCNT INTO WOOD B'JUL .. 11) DOOR UNIT IS APPROVED USING IC-PCRED GLASS !N SINGLE GLAZED OR INSULATING GLASS, 12) JAMB / StLL COR)CRS ARE TO BE SCALED v3IN A SHALL JOINT SCAM SEALCIL ' 13H SMIK AS RED•0. AT CA. SET Or INSTALLATION ANCHORS KAL ALLOWABLE SHIN STACK TO. BE VV. t4) ALL INSTALLATION ANCHORS KAI BE "SE Or CORROSION RESISTANT HATCRIALS. TS FIXED PANG APPROVEDO' A - IS) •WNCRC -x' RCPRCSEM.S HavD4 PANEL AH•D RCPRCTEN L COTIGURATOad ARE AS LISTCO ON AACWR CHART ON BACK OF THIS SHECt. ExTERIOR fLEW ':ON l6) MOT ALL COKIURAIMS LISTCD ABOVE ARC SHOWN ON THIS DRAWING. M014VCR IMTALLAIMIN SECT:O SAIOSA.'B-2'• L HOOK STRIP DETAIL APPLT TO INSTALLATION G ALL APPROVCD. , 2:PANCL DOOR SH3WN 17) INSTALL ONC TAPCON IN EACH PAIR OF rACTOR.Y APPLIED INSTALLATION HOLES UHLCSS NOTED .• Or"CRVISE OK ANGNG7 CHART. SCE BACK Or THIS WE1.' ' B) rLCFUDA EXTRWOCRS l000 SERIES SLIDING GLASS DOOR lS SHOvNI THIS PR:NT ALSO APPLIES TO . 2= SCRICS AND SN'SCRICI .. ._ .._ .. _ DATE:IU/C7/Ul I-LALE: Ilia luo(A ;: TLLAWJCi B w . .r. Hr.Tur r_.rr...t. N.K — H.T T Mt- I.ITE -A. H(ATWOp . rLOR:J. )21H6..41-41--54%5 FAX 107•L__"2" INSTALLATION ANCHOR — DOOR WIDTH SHIN AS RE•0'D L8 SCREW SHEATHING (SEE NOTES) BY OTHERS (A(R_K BEIVEEN DOOR FLANGBCTV TWO BY WOOD SLIDING GLASS L SHEATHING ,BY OTHERS DOOR FRAME JAMB X' I 1/4• MAX. 1 SHIM SPACE 1 l7'.: Or. 1.1/8' MIN. ---) EMBEDMENT TEMPERED GLASS STUCCO (TYP.) OR SIDING - BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYPJ DOOR HEIGHT SECTION B-B o FDA uDERS A e ' is ;t. # • SLIDING, GLASS. / DOOR FRAME SILL 1. D A MAX. SHIM SPACE - TVO BY WOOD 1-1/8 MIN. /— BY OTHERS SLIDING GLASS DOOR SHIM AS a£o•a HOOK STRIP SEE NOTES) INSTALLATION ANCHOR 88 SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING INSTALLATION A/N•CHOR A8 SCREW TVO BT WOOD BY OTHERS CAULK BETWEEN HOOK ST21P L SHEATHING T-A-1,18, MIN..' EMBEDMENT .• SHEATHING .. BY OTHERS SHEATHING BY OTHERS TEMPCREO GLASS - STUCCO CTYP.) zTUCCO'OR SIDING'• OR SIDING •• BY OTHERS ' By OTHERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP' DETAIL.:: U NI-TCRIAU µ1PUNAa( ALLOT 6061 L) LS INSTALLAYMN Smvi wSt RC Or'SUrrVzr_41 LENGTH TO ACHIEVE MIN C-KD'CMTIt1-1/8•. IxTO.VOGD..TAPCON.1TME INSIALLATISN ANbGRS AT SILL PuST BE OrSUrr1C1(NT LENGTH t0 ACHIEVE HIN EHRCOIEN: Or 1-Vt. INTO'NASONRY OR COKR(TC'-' ONINSTALLATIONANCHORCHARTONBACKITTHISPat. - ` - ' • : - - . uUSESILICOHIZEDACRYLICCALLKBEHINDDOORFLAKEAT HEAD L KR'L .: SMUSESri1COHI2(1) ALRTLti CAULK NOR P(RIK TCRSEAL AR71iND. CKTCRfOR Or DOOR. ' QITCTACtDOORSIZEISNOTLISTEDINANOpRCHARY. USE ANCHOR OUANTITY LISTED VITN.HOKI LARG[R SIZE. rOR THE APPROPRIATE DESIGN PRESARE'REO'D.-]-----""--" " N. rOR POCKET DSIZES USE.CLOSEST RTPASS DOOR SIZE L COfIWRATTON t0 rIHI9CD CPEHING OOR eB PLACE INSTALLATION ANCHORS. tN FRONT Or H= STRIP 'AS SHOWN • ' : - . R) GLASSTHICKNESSHATVARYPERR(OUIRCNSNTS c ACTH CI3M CLASS CHARTS — R) DOORWtISAPPROVEDUSDGtEWCRED.GLASS IN SINGLE GLAxD OR' INSULATING GLASS t0> ima /'SILL CORNERS ARE TO RE SEALED.vItN A POLL JOINT:SCANN SCALCIL '1 1I> SHINASRCO'D. AT (A SET Or INSTALLATION ANCHORS. "AA. ALLOVARLE SMtN STACK TO a /N'. 12) • ALLASANbSRSMUSTBEPACECrCIDNRCSISTANTMATERIALS , TON VKRE •A• REPRESENTS njVD4 PANEL AND •0' AEPR(SCN:S r1ACD PANEL APPRGVCD _ COCICURATIONS ARCASLISTEDONANCHORCHARTONRACKOr'1nIS SHCV. EXTERIOR ELEVATION "' SEELT ON `A -A*. ':'MLISTED RIPDETA'I A TO INSTALLATION OrKAPPA; INSTALLATIONEMBEDMENTCOlIGLARATIONS. ' D 7 L O A 1-1/6' MIN. 2 PArgL D00R SMOVN IL rLOtIDA (KTRUDCRS t0 SERIES SLIDING GLA:S DOOR If DOvn Tn1S PRINT ALSO APPSCS TO , A U _ .. +. 2000 S(RICS. AND 500 SERIES.. A C, REV DESCRIPTION DATE • IN EX_T.RODERS " itBERA_LY APPLY F- L R I D A: TNT:` INC.: SANFORDFL. CAULKING UNDER SILL .. - \-. .. OR SET SILL IN' BED INSTALLATION ANCHOR TITLE: $LIDING.-GLASS: DOOR = '' OF -CONCRETE3/16• DIA` TAPCON. SECTION 'A - A INSTALLATION" WITH' #8 'SCREWS" '- DRAWN' BY: 38• :._ : =• : " APPROVED BY: F1.2002 ATE: t2/17/01 !SCALE: NHS JDWC /FLEXD027 ;SHT 1 OF AArA.xO h- PLOOXT L A"LtCANOP CN1QCNECKu4 tNC- 233 NNTCRNATt61AL PAvT- S.Ct[ ew. •C&TWPow. rLOR:111. 32716. 147•80-OX3 r.t 47-9054366 1000 P.VJDESIGNER 1000 P.VJDESIGNER SILL (TYPJ SILL (TYPJ 08 X 3/4 SELF 08 X 3/4 SELF TAPPING IS TAPPING SMS 1 x 2 x•1/8 l x 2 x 3/8 TUBE MULLION TUBE Kll-LION SEALANTWINDOW 'Nos a MULLION SEALANT BETVEEMJ U -08 X 3/4 SELF D \--08 X 3/4. SELF L 1 FLN4ms 1000 Sx TAPPING SMS 1000 S.K .' TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT VIN00v FLANGES SECTION A —A (1) SECTION'•A—A (2) a MULLION_ 1000 P.VJDESIGNERrSILL (TYPJ , 1000. P.VJDESIGNER - r SILL (TYPJ , 08 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS IX27/16X1/8 TAPPING SMS IX27/16X TUBE MULLION TUBE MULLION SEALANT BETVEEN INDGV FLANGE a MULLION SEALANT AN'SWINDOWFLANGES a MULLION 08 X 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYPJ' SEALANT BETWEEN SECTION A -A (3) VDNDOV FLANGES a MULLION r 1000 P.VJDESIGNER IDO FLANC1SILL (TYPJ a KAIJOH 08 X•3/4 SELF TAPPING SMS j'1x4,xve I / TUBE KJLLION N- 08 X 3/4 SELF 1600 SA TAPPING SMS HEAD ( TYPJ SECTION A —A (5) APPLIES TO HEAD k SILL WHERE I' X 4' AUXILIARY P DETAIL C 2' X 4' TUBE MULLIONS ARE USED FOR ADDITIONAL ANOOM. VN(M REOULM) SHEATHING INSTALLATION ANCHOR 08 VOOD SCREW ( TYPJ EXTERNAL MULLION INSTALLATION CLIP . EB UCKY WOOD Y OTHERS 1000 P.VJDESIGNER SILL ( TYPJ MULLION APPUES TO HEAD h SILL WHERE V X 2- 08 X 3/4 SELF & I' X 2 7/16'.TUBE YUU)ON5 ARE USED TAPPING SMS DETAIL 8 - 2X4X3/ 8 TUBE MULLION SWV7. 3/ ALLATION AMC" DDD SCREW G CLIP Ll 1/8' MIN. EMBEDMENT,' 1 I/B wx EMDEDHEMT- . 3/ 4 SELF TAING 08 X 3/4 SELF.. 1000SxTAPPSMSHEAD (TYPJ TAPPING SMS SECTION A — A (4) t000 Sit HEAD (TYPJ _ I000 P.W.J /DESIGNER SILL ( TYPSECTION A —A (7) 08 X 3/ 4 SELF . elnill B.0, TAPPING SM S'''1 X4 X 3/8 _ ,a 'FOi' TUBE MULLIts o-L vv++NUF AcTuP k 6 F # 0Bx3/4 SELF 1 1000 S.M. TAPPING SMS LL MEAD (TYPJ SECTION A —A ( 6) i 2-.2002 DETAIL_E-\ FLORIDAEXTRUDERSmERNATIONAL. • INc SANFORD. FLORIDA TrrLE: SER. • . ,1000/ 1500 FIN SHEET 1 OF `2:• ,:-' TRIPLE'HORIZONTAL'-MULLION SECTIONS SEE OTHER SIIIE' (SHEET 2 ` OF 2)' FOR DESIGN PRESSURE -CAPACITIES - DRAWN BY: MSH - APPROVED' BY:' ' DATE:2/6/02 SCALE: NTS-• - DWD: IHMFINTR ANT BETWEEN 1000 P.V DESIGNER TYPICAL MULLION TO CONCR*i O'JAMB SEA APPLIES TO JAMB WHERE 1" X 4" VINDOV FIANCES t MULLION 1000 P.VJDESIGNER r SILL CTYPJ Ac 2" X 4' TUBE MULLIONS 'ARE USED) Q .' SILL CTYP.) 1 q8 X 3/4 SELFT8X3/4 SELF SMSTAPPINGSMSTAPPING CONCRETE OR MASONRY BY OTHERS .. 1 X 2% 1/8 1% 2 X 3/8 INSTAAPCON SCREV MONOR6OW.) TUBE MULLION TUBE MULLION RNAL NULLIDN SEALANT BETWEEN ONE BY V00D ...IINNSALLAATD)N CLIP . tVIN CSN7RAL 'nORMA B.O.A.F. BUCK BY OTHERSMULLMN MANUFACTum NAM: To Q . N8 X 3/4 SELF . TAPPING SMS F `0.y.RR F f - ` MULLIDN 1000 Sx TAPPING SMS 1000 Sx HEAD CTYPJ HEAD CTYPJ vv mDv FLANGESBETvEEN' SECTION A —A (1 i SECTION A —A (2) _ t ML0JIDM 1000 P.VJDESICilNER 1000 P.V./DESIGNER 1000 P.V DESIGNER SILL CTYPJ SILL CTYPJ. SILL CTYPJ Q - 8 X 3/4 SELF A8 X 3/4 SELF #8 X 3/4 SELF I X 2 7/16'X 1/8TAPPINGSMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS ' 2 •X' 4 X 3/8 TUBE MULLION TUBE MULLION _ rl /4' BIN. vDtDov FLANGES SEALANT BETWEEN t MULLMN VDNDOV FLANGE — t MU. LtEMFt8X3/4 SELF t8 X 3/4 SELF 1000 Sx TAPPING SMS 1000.Sti TAPPING S(4S HEAD CTYPJ :. HEAD CTYPJ vSEAN FLANGES SECTION A (3)' SECTION . A —A W t MULLDIN . 1000 P.VJDESIGNER - SEALANT>O:TVEEN . 1000 P.V DESIGNER r SILL CTYPJ vINDOV FLANGES SILL CTYPJ i i8 X 3/4 SELF t " •8 X 3/4 SELF TAPPING'SHS TAPPING SMS IX4%1/8. 'I X 4 X 3/8 TUNE MULLION /-TUBE MULLION TUBE MULLION EMBEDMENT X 3/4 SELF PING SMS 1000 sit HEAD CTYPJ SECTION A —A (7) M8 X 3/4 SELF 88 X 3/4 SELF TAPPINGSMS TAPPING SMS toga sx;i000 's N t 8 20U HEAD CTYPJ' .:..'-HEAD CTYPJ SECTION:•; A—A (6) ELEVATION. VIEWED FROM, EXTERIOR FLORIDA EXTRUDERS R ° LOREDA r1r E: SER.. 1000/ 1500 FLANGE' -SHEET 1.'• OF. 2 TRIPLE'• HORIZONTAL -MULL•I ON SECTIONS --- SEE OTHER SIDE -<SHEET' 2: OF-„2) '.FOR DESIGN_: PRESSURE CAPACITIES-• DRAAN BY: MSH . /1pPR0VED ErY:- ..' .c_ DAm- 2/6/02 SCAM-NTS : DWG.: '.1HMF GTR 1000 P.VJDESIGNER 1000 P.VJDESIGNER SILL .(TYPJ SILL (TYP.) AUXILIARY PLATE OW •DDITIDML ANDCRS: VMEM REWMM DETAIL C 08 X 3/4 SELF 08 X 3/4 SELF O ITAPPINGSMSTAPPINGSMS 1X2X1/8 1X2X3/e O OTUBEMULLIONTUBEMULLION — — r SEALANT BETVEEN VINDOV FLANGES NULLim a MULLION • 0 SEALANT BETVEEM- D `-08 X 3/4' SELFwINBOFLANGESa MULLION \—I000 SJt TAPPING.SMS HEAD ( TYPJ SEALANT B NVEfAPPING- N - A—A (1) a MULLION NER 4 SELF SMSI X 2 7/16 X 1/8 TUBE MULLION SEALANTWINDOW F1_MtGES_MULLIIIN X 3/4 SELF PPING- SMS HEAD,( TYPJ SEALANT BETVEEM SECTION :A —A (3) VINDOv FLANGES VMULLION ' 1000 P.VSEALANTDESIGNER . SEALANT BETWEEN SILL ( TYPJ vINDOV FLANGES. a. MULLIDN 08 X'3/4 SELF ' TAPPING SMS lX4X1/8 TUBE MULLION e8 X 3/4 SELF SMS locolocoSH:•• HEAD ( TYPJ .. APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 VOOD SCR£ V (TYPJ EXTERNAL MULLION INSTALLATION CLIP TVU 9T .VUUD 08 X'3/4 SE rW BU K BY OTHERS 1000 S31. -TAPPING SMS ` • HEAD '( TYPJ ca A UFF ACT$ Ram i':.` MULLION —_ SECTION A —A (2) IN' TATL rI= P.V./DESIGNER ': R om. / SILL (TYPJ IO 11 08 X 3/4 SELF 1000 P.V DESIGNER A TAPPING SMS SILL RYPJ lX27/ 16X38 1 TUBE MULLIUN A / 08 X 3/4 SELF TAPPING SMS 3/ 8 TUBE MULLION 1 I/8' MIN EMBEDMEN A - SEALANT BETVEEN _MEWED. FROM EXTEWR' WINDOW FLANGE APPLIES TO HERO Q SILL•YA(ERE 1' X 2" . aMLlLION ...__. ._._._ . ' } 1' X 2'7/1E'.TUBE MUl1XNS'ARE USED" 08 X 3/4 SELF ...'.. _ . 1000 _ S1t TAPPING SMS __.. HEAD ( TYPJ SECTION A —A (4) sVMD.Sw Maoa RH VODD.SG2EV RTPJ 1000 P.VJDESIGNER . N L 0.IDSILL ( TYP.) - 08 X 3/4 SELF . VTO8A 4 SELF \ TAPPING SMS SMS 1 x 4 x 3/8 L 1000 S.M. SECTION -A—A' ,(7 ' I 11 VV K HEAD ( TYPJ ---111 FFF"'---pBEDMprt TUBE MULLION it f FLORIDA EXTRUDERS RD° I A U SER.':• 1000/1.500F-IN -SHEET 1 OF _2_: pa.2: . c? ,.- "•TuI N HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ('SHEET -2 OF 2) FOR ae X 3/4 SELF' '.r =DES IGN..PRESSURE CAPACITIES TAPPING SMS ' HOADS TYPJ.. } 8ZOO2, SA1PY BY: MSH 'APPROVED BY: E ` SECTIONA — A (6) - DATE:2/6/02 scatE: NTS' DwG.: 1 HMF I NTu SEALANT BETWEE'I VLN2DV FLANCES L M:P! !?,1 I SILL (TYP-) 48 X• 3/4 SELF TAPPING SMS r: X 2 X I/?- TUg_ !r,LLIGr. S'_A._ANT BETVrr.4 v.INL^_V FL ANC --ES- L MALIGN t--46 X 3/4 SELF TAPPING SMS LAD , cEp:NT yr i'IEE.y +• . VINxIv FL.A.lZFS S CTION A —A (1 ) 100 P.V./DES:CNER SILL (TYP) ' I ee X 31A SELF TAPPING SMS 1 x 2 7/16 X 1/6 r--uir / TUBS MULLION SEALANT BETWEEN W:NDOW FLANGES- L M.D_LICN UGC P,V,/DES!G !ER I TYPICAL MUL-JON TO CONCRETE C JA.`AB r•' (APPUES TO JAMS WHERE I- X 4' t S!! L <TYP.) i k 2' X 4' Zi'cE MULLIONS ACE USED) a it I ea x 3/4 SELF ! It TAPPING SMS i I I CONCRETE OR MASONRYBYDTnERS X 2 X 3/ 3. I I A I Gti 5't vcoD_' t' r 4 s7 }_. OTHERS A. MANUFACT NAME: X 3/a SE..- LORlD9 U i1C77STAPPINGSHS ., v; v I !. T' QLt+Fi AIL 8 LNS ALLATIGN 4-4CH,R 3/16' P:A. TA' Z=> SLREV A.\GL=R'(SYP.; Ex iERni . MULUGt: LNSTALLATIEW CLIP; ULLMN 3ECTi0N A —A (2) r lCGS P.V./DESiCNER a7G7 C.V SILL ( TYP. ) SILL CfYPJ Q{"• IIII USx3/4 SELF TAPPING S4S ` s8 x 3/4 SELF I X 2 7/16 X 3/2 / TAPPING SMS TUEE N,L ,. / 2 X 4 X 3%8 1311 11 II'- III fl IF:*.1 , )RtLI3,. 1 _,f I l L._. 1 1/4' MIN. EM2E miNi ' SEALANT BETWEEN ViY: AV r.LANGEL 14:Ll6N: L- A9 X 3/4 SELF N_-F8 X 3/4'SELF IOU S-4. TAPPING SMS al TAFPIN3 SMS HEAD ( TYP.) MEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) SECTION A —A (4) VINXV rLmCES . L MULLION ID70 P.V./DESi_uNER• SEALANT BET'F-rNr !C6C F.V./DESIGNER SELL ( TYP.) L•INMV FLA•Nr.S ( SILL (TYP.) r6 X 2/4 SELF L MLLLIDN I *rA- e X 3/4 SELF Appr, NGSMS klP!NG SMS J w4I1UL 16Y1 I l UBE4r L . u S X 3/4 SELF u` `-06 % 3/i SELF Ion ' S•.H. TAPPING SMS.. \--- iCJG S.H. ..TAPPING SMS MEAD ( TYPJ HEAD (TYP.) r . CT ON A --A (5' ACT! ti A_°• /.F _. TAT! P se X 3/4 SELF TA.° PING SMS 1CC. S.H. HEAD C • YP.) SECTION A —A (7) ELEVATION VIE' 1'EO FROM EXTERIOR 1 TrrLE: SER.:A 00 0/ i_ 00 FLANGE ..SH'ET 4 OF- 2 .. I ! TWIN HORIZONTAL MULLION SECTIONS, i S_E G i HER S: LE :SH_i_ - I 2 Or-.,. 2) Fr R J i DESIGN,PRESSU2c C.A.PACITIES.., DRAWN BY: MSH APPROVED BY: FEB1.5 2G J2 ' ,DATE:2/4/. ?' SCALE: NITS ' DWG.:' • 1 NMFLGT'd r1000 P,VJDESIGNER 1000 P.V./DLSIGNLR - n ULZ iv nvw tx SILL wntt¢ I X 4 SILL (TYPJ SILL (TYPJ TW A0017n?aL AIQptS• VIER REOULXM . & 2" X 4" TUBE MULLIONS ARE USED 1 0 48 X•3/4 SELF N8 x 3/4 SELF AI TAPPING SMS TAPPING SMS " SHEATHING . Ix2x1/8 — TUBE MULLION 1 X 2 X 3/B TUBE MULLION SEALANT BETVEEN INSTALLATION ANCHOR N8 VOOD VINDOV FLANGES. O " SCREV•(TYP.) L MULLION EXTERNAL MULLION l wtm MvO BY VOOD INSTALLATic, CLIP SEALANT. BETVEEN C, j RAL FLORIDA ••"'$[J[K BY OTHERS - L KJLL FLANGES.- " TAPPING SMS 1000 SJi N8 X 3/4 SELFA4ANUFAGTLTRERX NtMULLION1000SHTAPPINGSMS HEAD (TYPJ HEAD. SEALANT BETVEEN OR/P4 g,yX, MULLION — vaDov FLAKES SECTION A —A (•1).' SECTION A=A (2) A L MULLION IOOO,.P.WDESIGNER 1000 P.V./DESIGNER 17A.t1:. m ' — SILL (TYPJ SILL (TYPJ' nrrAn 1 A 08 X 3/4 SELF NS X 3/4 SELF 1000 P.VJDESIGNER' /\ TAPPING SMS TAPPING SMS SILL (TYPJ - -- IX27/16X1/8 1X27/16X3/8 I_A / TUBE MULLION TUBE MULLION N8 X 3/4 SELF TAPPING SMS 2 X 4 .X 3/8' SEALANT BETVEEN TIME MULLION vINDOV FLANGES 1 1/8' MIN '• L MULLION - ..EMBEDMENT •. _ IELEVATIQ - --. SEALANT BETVEEN VIEWED FROM O(TE" VINDOV FLANGE L MULLION DEML B APPLIES TO HEAO & SILL. WHERE I' X 2' . 3/4 SELF 08' X 3/4 SELF .... 1'X X 26I' ) 16 TU8E:UU ARE USED 18 TAPPING SMS TAPPING SHS '"^O'"- "" " 1000 SH 1006 SA , HEAD (TYPJ HEAD (TYPJ r SEALWT BETWEEN SECTION A —A (3) SECTION A —A (4) - :. .. .. -" - AST : . VDMGV FLANGES - .9'V= SCREV L ,MULLION r (Ti-P.) 1000 P.VJDESIGNER SEALANT BETVEEN 1000 P.VJDESIGNER HORIL. CUPVINDOVFLANGESSILL (TYPJ SILL'( TPj4T*'APPl.NG N8 X 3/4 SELFLMULLIONTAPPINGSMS ' 08 X 3/4 SEIf 3/4 SELF TAPPING SMS SMS 1000 S.M. SECTION A —A (7) 1 X e X 1/8 1 X 4 x 3/8 HEAD (TYPJTUBEMULLIONTUBEMULLION [MB[DMENT FLORIDA EXTRUDERS aRD°A TITS: SER.:. 1000/1500 FIN.'' SHEET 1 "OF, 2ems•. HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF • 2) FOR Ne x 3' sELF 8 x 3/4 SELF _ DESIGN PRESSURE CAPACITIES l000 SJ4 -TAPPING SMS. .1000 S.M.TAPPING SMS HEAD (TYPJ ... ' HEAD <TYP.> ' 9 APPROVED BYOCy,..,% DRAWN BY: MSH Y: SECTION"''A—A (5) SECTION A —A (61 f,,;; ,,.,'' DATE:2/6/02 SCALE: NTS DWG.: 1 HMF I N ' IC r 1000 P.V./:ESMNER ' TYPiCAL MULLION TO CONCR-E G JAMe _ 1 T 11I- MO F.Y./DESIGNER r A.-PL'ES TO ,IA)d9 !THERE I' x 4' 47 s--- 2' X 4' -,;Sc- MUWC15 A.?: me v ?/4 SELF r-rR X 3/4 SELF TAPPING SMS TAP?:NG SMS l 1 I CONCRETE OR MASONRY I BY 0:rXERS YI] I Y ? % t/P• I INSTALLATIGN AhCHGR 3/i6' DIAiri= K 3io I r iAPMN S_<:V ANCk R ;ir.-'.) fi. 1'_i NULL•=Y T(;5E ;4iLL:G\ ExccRNAL" SE :AN- 3ETVEEN )cA LID.r VisGGV FLANGES ONE. a• WE]?_/. I . "INSTALLATEDN CLIP CENTRAL; FLORA .- 8 i I .O.A.F. i • . SEALA,T 3-rrEEN' sae X 3/4 S=LF - =9 X 3/4 sat- V MDGV FANGS TAPP!N! SMS hiA WACTNAME: I t N1_!LhIJR.ER . NAM[E : naFiN SMS !cGC e. !! s rr_Llc:a SEA s to iT fP.) : r2A.li. ; i TM.) _f R/DA FX'rj yDERS I I ISEALA.*iT EETvEE" F T: I i 1VINDOYFLANSSECTION .A -A (?) S_C :01 A -A (2)MASIU Fa., f4JLLiC%: rMG P.V./DESIGNER r ICOL ?.Y./LiSiGF$R 1 SILL (TYP.) ! SILL (TYPJ Q I 01 3/4 SELF T 49 X 3/4 SELF 1000 P.V./DESMNER NG SNS TAPPitiG SMS r SILL (TYP.). I 2. 7/16 X 1/8 l x 2 7/15 % 3/8 rTUBEMULLIONTUB: MULLION I F-- 1 1/a' MIN. 2 % 3:4 SELF Eii3ii?iNT APPING SMS 2X4X3/8 SEALANT BETVEcN T!1BE MlALION V!Nxv FLANGES 6.rT Nv.LtDN ( - • . SMMT BEr:EE, Il TL- E i--- A v7N9GV FLANGE i lCtU_tG'+ I . ae X 3/4 SELF \ \-.e x 3/4 SE! IGGL S.H TAPPING SMS `--1000 SY! TAPPING SMS A HEAD (TYPJ HEAD (TYP.) SEALANT, SEWEEN $FCTION A -A (3) SECTION A —A (4) I , VINDOV FLaNG=S . - ' M:LIQN I ' 1000 F.Y./DESIGNER SEALAN? 3ETVEEN -1000 P.a./DESIGNER SILL (TYPJ WINDOW FLANGES - SILL CTYP.) Oc' X .3/4 SEL% L NL'LLIGNAeX3/4 SELF r-06 X 3/4 SELF TAPPING SMS EN.A' N TAPPING SMS TAFFiNG SMS I VIEWED FROM EXTERIOR l x a x tie 1 x a x 3/e —!c.,e s,. SECTION A—P, (7) lurit rttLIUN iue_ K1.iL_An; I FLORIDA EXTRUDERS- sax> m; FwRIDA rI' Z: SER. .1000/ 1500 FLANGE SHEET,'I OF- 2 HDRiZONTAL MULLID, SEC -IONS I ' S' E L11 ZLR S: LJ= Z. TCE C Uf 2i f G. R a8 x 3/4 SELF `\ 2e x 3/4 SELF I DESIGN PRESSURE, -A PA.0I T.I ES TAPPING SMS `—'1Gee S.H.i4PP1 v[ S?IS 1 loco • S.Y. HEAD ; TYP.) HEAD (T P.) (DRAWN HY:NSH APPROVED BY:. c>_ C'LrjN..A=A .(51. SFCTIO: fi (E+\ - - -- _ .._ ..... i li . 5 Zl C2...;DATE:? <.02 . SCALE: \TS.: DWG.: I HMFLCI ' ....:' S 1000 Y JAMB 1 X 2 X 1/8 1000CSA 1 X 2 X 2/8 TVO BY VOOD AI CJAMBTUBEMULLIONTUBEMULLIONBUCKBYOTHERS 18 X 1/2 SELF I8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT WR9 lt> E 77 m 1 I C1LIlC11A' 'i 7J Q 1 I • I 2 X 4_ X 3/8 \ SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION INSTALLATION ANCHOR YB WOOD .. WINDOW FRAME WINDOW FRAME L MULLION .L BULLION SCREW (TYP.) 18 X l-1/2 SELF IB X I=1/2 SELF EXTERNAL KULL1 N• TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A —A (1) SECTION A -A .(2) MULLION 1 X 2 7/16 X 1/8 1000 SA APPLIES TO HEAD & SILL -WHERE 1' X 4' - 1000 S.K TUBE MULLION 1000 SA 1 X 2 7/16 X 3/8 JAMB (TYP.) X 4' TUBE MULLIONS ARE USED JAMB (TYP.) JAMB (TYP.) TUBE MULLION APPLIES TO HEAD & SILL WHERE 1' X 2' 1X 2 7/16- TUBE MULLIONS ARE USED I X 1/2 SELF I8 X t/2 SELF 18 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS4 AI 18 VOOD SCREW loco_ S.K. JAMB ( TYP.) SEALANT BETWEEN VIMDOV FRAME L MULLION 08 X 1-1/2-SELF TAPPING SMS SECTION. A -A 13) IX4X1/ 8 TUBE MULLION 1000 S.H. JAMB ( TYP.) 08 X 1/2 SELF TAPPING SMS TYP.). SILL CLIP SEALANT I8X1-1/2'SELF WINDOW BFLA VDv00V FRAME ETWEEN TAPPING SMS L MULLION 1 1/8, MIM. t I011 EMBEDMENT I8 . X• SELF t-Ii2 SELF. ' SECTION A —A (7) aaAmmG TAPPING SMS DETAIL C y vmc ra wrc SECTION A —A (4) rrI AUXILIARY PLATE 1 X 4 X 3/8 ,1C• (FOR ADDITIONAL.ANCNORS, WHEN REOUIRED) ' TUBE MULLIIIN • ' ' 1 aRiDA O _ O 98 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME _ WINDOW FRAME L MULLION L MULLION 08 X 1=t/2-SELF.•'. 68 X-1r1/2 SELF TAPPING SMS TAPPING-SMS SECTION- A —A (5) SECTION, A —A (6) 48 SELF -TAPPING / SMS ( TYP.) r DETAIL B MULLION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS RD°A rrrg: SER. 1000/ 1500 FIN SHEET. 1 OF 2 VERTICAL' MULLION SECTIONS•..•- - f 3 2002_ SEE OTHER SIDE ( SHEET 2 -OF '-2>. •FOR . DESIGN PRESSURE CAPACITIES';" = DRAWN BY: MSH APPROVED BY::: • ; ::., :' . DATE: 2/6/02 I SCAMNTS' DWG.: 1VMF'IN- -• iy JaSt lx2X1/? = MU_': 1000 SM A(TY.-.) TUBuN , JAMB CTYF,) 4E X 1/2 SELF TAPPING SMS V - SEALANT E: i v.EN bUlACA TA. PPI\_ S!!S S2CTlO ' A —A i i ) r-) X- E 7/i6 X ;iE TUBE . MULLION JAM? CTYPJ JAM3 (TYP.)'. 45 X !/2 SELF a 7APPL4C SMS S - L AM3 CiYP.) SEALANT BZ i VEENVINMV FLANGES L MLLL ICN 08 X 1=1/2 SELF TAPPING SMS- SECl10N A—A(6) 1 X4X1/E TU2E MULL!DN woo. S.M. —} JAM3 ( T YP.) . 2 x 1/2 SELF TAPPING SMS SEALANT E£TVE£M V! NDOV rLANGES L MULLION Ne X I-!/2-SELF TAPPING SkS SECTION A —A '5) ONE 2Y WOOD__ DETAIL C L 3uCx EY rT1;EKS \ CCINCRET= OR MASONRY d / BY G I ,FS 11/4' MIN. .a rMEEDMENTIa- ' I" ISSTAL' ATI=N'ANC ^i 3/1E' LIA, rRNAL MLP LI7N .. . . CLIF i I ^ ._CAI.. MuL'_;0N ?G tON•:n E MF J - MU: LI.:ti J 1 il•(.'.'-PLIES TO i cAD- & SiLI W?i=Rt t : X a L d i' X rueE MIILLICP:S AAE USEC; I ETA' I aE X 1/2 SELF 1 ' INS;ayATIDY ANCHORTAPPING SUS1I3rE' DLa TAFCGN SCREV . ANCROR CiYP.) tilt# SILL CLIP:. EM3Ei, MENT PRECAST SILL EY•OIHER^Sropy' P; 4 IC, GR-ADD-TIL9AL ANCHORS, V-EN RECUIRED). 11 i ro rrLr rwoo:vr J •• I ML9 I L-- SMS CTYP.7 I. ELN. qTjON.. t I b1EWED FRO&l EXTEMOR FLORIDA EXTRUDERS. sA1vFa ° A TITCE: SER. 1'000/15u0'"FLANGE' SHEET I OF 2 j VEK', :y_ MU:! 1:iiv SECT•iOrNS ALA_ 4S tl4NVEE14i - F c-t. OTHER S I i7w (SHEET-:`c`.'OP 2) FQR VL r.V_ Fm DESIGtq• PRESSURE, CAPACITIES Sx ?-t/2 SELF. - TAPPING_ SMS . FEB 15 'rrJL DRAWN HY: MS`l ..'APPROVED BY:, j TiVi A-A o'A-A 1 Ol IDATE:2/ 1 /0-2 I SCALE: N,>,TS DWG.: 1FLG 1 x2x3/ 8 TL'E= MULLION R8'X 1/2 SELF TAFPiNG SMS SEALX14 . ?ETVEE eE x- licj•SE 2 X .a X 3/ E rA:ni,_ si,S TUBE ZCT10N' A - A (2 t ri x 2 i/16 x 3/6 TUEE MW_ LI:N JAMB (TYP.) 8 X 1/2 SELF TAPPING SMS q8 X !- 1/2 SELF SEALANT ff_•TVEEN SEALANT iETVEEN TA,=PING SMS - VINDQV FLANGES VINDOV FLANGES L MLLLION Ka r. ICN 1. 2 SELF SECTION A —A U7 TAPPING 'SMS .. DFTAIL PCTQN ' —A ( 4) j ao r- 1 X 2 X 1 /e 1CCC S.M. - 1 x 2 X 3/e TJie_ M:_LI:N P. l I 5_ MULLIL ze X 2/2 SELF MTi: E_ I EX 1/£ ELF 2 X 4 X.3/fi TA - iAP=i'1 S4S Ir" AP?iNu' S.S w,La „ S_wLAN7 LrT :N ASEA:NC OEiYECT' , G4C (TY,; VINyOV F: AkaEs ._• Y?:' 'J r 0.`F i$ -" -RCA :-1/2 SELF L s: P_L17N L xx_iid. 'APciNC•, Ski e X 1-;/2 S_L. i SE T, ON A —.A .(411)e ihv SMS S CT: ON A -A (!, X 2 7/16 X 1/9 X 2 7/16 X 3/6 TUB_ MU_LMNI 103c s.; i. ;:uD s:H., • Z—rl'BE ruL_icN JAMB (TYP.: JAM? (-YPJ tie X 1/2 SELF 6 x 1/2 SELF TRPPTNG SMS TAPPING SMS TYPICAL VERT; CC TO nRZ^NTA? MULUON TO MULLiC.N C ETA!;_ C IX OR 2X MU! L 1 INTERNAL CLIP IX OR 2X HULL (TYP:) iNSTALLATIwi A. rC.Y.^aSEALANT BETWEEN_ I' pe X 1-/2 SELF i' 3/ i'_' DL4 TAPCON VINDOV FLANGES 1F it SCREW ANCHCR TYP.1 L MULL - .TAPPINC SMS 1: ' SECTION A"A •( 71 I I s3LL ELtr E xE-cTtDNEaT PRECASTSELL HY OTHERS' L SEALANT BETWEEN1 SEALANT BETWEEN i VINCOV FLANGES' ViNEvV FIJb`:G__S ___1_ t MJLLIDr L mJ_LIOIS I P. c F Rex 1-l/_ S_L. I CE,A.S AUXILIARY' PLATE I CF:R ADDITIONAL AWGragS. VPEN GEQ_,LRED: TAPPINZ -SMS ! TAPPINGISNS1 SECTION'A- 6 ( 3) SECTIOi I A —A (4) • r----t r-- 1 f 1 X a X 1/e TUBE M'JLLIO\ i X< X 3/8 I TU - ' LEON A I B Y I I a lCLK S. H.- hl G 8: • F ELE' VA'IC7v I p fOCC SA. t. vct 1 FV7,EwE FRC• MEX-ERICRv 6 FLORIDA EXTRUDERS. Ixr xr'"TToxAk INc k6 x 1/ 2 SELF ae x t/2 SELF SANFORD,'- FLORIDA TAPPING SMS TAFriNG SMS Tnu •SER 1000% " LA l E SHEET'1 OE C SEALANT BEI EE, 4 EALANT HSTLrENWINDOW FLANGES VtND7v rLA>u=S aE X 1-1/2 SELr L MIL' mH .. as X 1- 1/2 SELF TAPPING SMS cECTiON A —A ( 5) SE'C' i0N A —A (-f UVERT.I CAL MU! E I ON . ? NTO HORIZONTAL' SCEE .OTHER• S I L,_.. C SHEET- 2. OF 2)' --- R`: DES.! GN". PR_ ESSURS 'CAPAC.I,T'I ES. FEB 1 5: K092 DRAWN BY: MSH- APPROVED_ EY:' DATE:2/C- 0% SCAIE: \ I $ DWG.: 1 VMHMFLG_. 3/ SEALANT BETWEEN viNDOv FLANGES L MULLION APPLIES TO HEAD & SILL WHERE i" X 4" AUXIt IARY PI a 6ETAIL & 2" X 4" TUBE MULLIONS ARE USED a='ADDITD]NAL MpaRS..VNQN KWIRED> 0 . SHEATHING' 3 0 INSTALLATION ANCHOR 08 WOODL SCREW (TYPJ 0 EXTERNAL MULLION INSTALLATION CLIPTWOBYVOOD BUCK BY •OTHERS S # 8 X 3/4 SELF 1000 HEAD (TYPJ 2000 P,V DESIGNER SECTION A -A (21 SILL crYPJ 48 X 3/4 SELF TAPPING S LS 2. X 4 X 3/8 qq Rj. .p p TUBE MULLION L SEALANT BETWEEN CENA 1 ,'j WINDOW FLANGE lv ! L MULLION SEALANT BETWEEN SEALANT BETWEEN 18 X 3/4 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS L MILLION L MULLION 2000 P.v DESIGNER 2000 P.V./DESIGNER 1000 S.H. SILL (TYpJ - I SILL (TYPJ HEAD (TYP.) Ii8 X 3/4 SELF ` ) x 3/4 SELF SECTION A —A (`5) TAPPING SMS TAPPING SMS IX4XVS IX4X3/8 TUBE MULLION TUBE MULLION 2000 P.V./DESIGNER SILL (TYPJ X 3/4 SELF PING SMS t I X 2 7/16 X 1/8 TUBE MULLION ' SEALANT BETWEEN WINDOW Ft AAM. L MULLIEiN 08 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYPJ SECTION A -A (1) 2000 P.v DESIGNER SILL (TYPJ 118 X 3/4 SELF TAPPING SMS 1X27/16X TUBE MULLION 8 X 3/4. SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 Si- . _ . ,,.. 1000 SA HEAD (TYPJ _.... __.. .. ...HEAD (TYPJ SECTION A —A (3) -- —SECTION A —A (4)A—A (4) D£ILDr.G, APPUES TO MEAD R'SRL wrom I" X 2' a 1' X 2 7/16- TUBE uUWONS ARE USED DETAIL 8 LI 1/8'. MIN. EMBEDMENT 1NSTAU.ATION k4cKmON 18 VIDD TYP) CLIP. HDR2 I in, MIX CM WDMCHT FLORIDA ..EXTRUDERS ° A USER.'' 2000 FIN SHEET 1 -.OF.2 ; _. :_' btf-N- HORIZONTAL . MULLION SECTIONS SEE OTHER S I DE ( SHEET 2. OF; 2) • FOR DES -IGN :.PRESSURE•CAPAC-I T I ESN,:•i, DRAWN BY:MSH' APPROVED BY::: _ DATE:2/6/02 SCALE:NTS DWG.: •2HMFINTR 2000 P.V DESIGNER SILL (TYPJ t8 X 3/4 SELF TAPPING SMS - I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN SEALANT DETVEEM VINDOV FLANGES ViNDW FLA!(GES L MULLION L MLLIDN . t8 X 3/4 SELF 2000 SA TAPPING 'SMS HEAD (TYPJ SECTION A -A (1) TYPICAL MULLION TO CONCRETE'0 JAM APPLIES TO JAMB WHERE I - X 4-. DETAIL 8 do 2" X 4• TUBE MUWCNS ARE USED) Q 2000 P.V./DESIGNER SILL'(TYPJ CONCRETE OR MASONRY_ 08 X.3/4 SELF BY OTHERS TAPPING SMS ........, .... _.. _.. 7 f 1 X 2 7/16 X 3/8 TUBE MULLION t8 X 3/4 SELF 2000 S.H.TAPPING SMS HEAD (TYPJ' SECTION A -A (2) , LLD•®•"• . • SEALANT SETVEEN L,' .. WINDOW FLANGE Va•Ln+• . p 1(i; ; L NlLLII1N 2000 P.V./DESIGNER , SILL (TYPJ t8 X 3/4 SELF TAPPING SMS 2 X.4 X 3/8 TUBE. MULLION 2 n _ 7 R8'.X 3/4 SELF \ SEALANT BETWEEN TAPPING'SMS _ _ - a.cVDmOVFLANGES • ' L MULLION - 2000 S.M. F2000 P.V./DESIGNER 2000 P.V DESIGNER HEAD CTYPJ•- SILL (TYPJ SILL.(TYPJ e8 X 3/4 'SELF - t8 X 3/4 SELF SECTION A-:—i - 5) „_: _ _• . TAPPING SMS TAPPING SMS I X 4 X1/8 1X4X3/8 TUBE MULLION TUBE MULLION ELEVATION MEWEO -FROM EXTERIOR SEALANT BETWEEN-FLORIDA'.°EXTRUDERS RNMONAL, INC. NDIDOV FLANGES _ SANFORD, FLORIDA L MLLMN... -- - .. ... . TT-'SER.. _::2QO.Q, FLANGE •- SHEET; 1 nOF, 2 __ : y TRIPLE.HORI20NTAL.MULLION-SECTIONS. t8 X 3/4'SELF - t8 X 3/4 SELF TAPPING SMS - TAPPING SMS SEE OTHER SIDE C SHEET- 2. OF..2) FOR2000SH2O00S.H. HEAD (TYPJ , HEAD (TYPJ DESIGN".' PRESSURE- CAPACITIES SECTION A=A (3) SECTION'A-A (4) :`;:' . iy_ .-A "_=,:.`' ac•: i B g DRAWN HY: MSH DATE:2•/6/02,- stALE:.NTS=-- DUG.:--:2HMFL-GTR---- - 2000 SJt l X 2 7/16 X 1/8 2000 SA I X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION JAMS (TYP.) TUBE MULLION DETAIL TYPICAL VERTICAL. TO HORIZONTAL MULLION TO MULLION 08'I2ELF .1—*8 118x X1/2-SELF C t9_cnp I TAPPING/.S TAPPING SMS INSTALLATI sINTERNAL CLIP x 2X 4.X 3/8 TUBE HELLION SEALANT BETWEEN 'SEALANT BETVCEN-. -68 i-14i2 SELF 2000 SA TAPPING - SMS JAMB (TYP.) WINDOWFLANGESWINDOWFLANGES. L IX OR'-*2X -MULL LMNL,M&LMN MULL a -x 1-1/2 SW L. 07. TAPPING SMS: DETAIL #8 x 1/2 SELF I TAPPING SMS INSTALLATION ANCHM SECTIONA-L-Lo. SECTION AA (2 6" CIA. TAPCON SCREY ANCHOR CrYP.) I X 4 X 1/8' 1 X 4 X 3/8 SELL CLIP TUBE MULLION TUBE MULLION SEALANT # ETVEEN' 48 X 1-112 SELF 1 1/4' KIN. 2000SJ-L' 2000 SA WINDOW FLANGES- TAPPING SMS MEDNENT JAMB ( TYPJ ..JAMB CTYPJ. L KU_LlON 5- ECOOK-A-A 2(5), `PRECAST BY OTHERS c - P cAUXILIARY8 x 1/2 SELF #8 X li; SELF TOR ADDITIONAL ANCKMS..VHEN REGIMED) TAPPING- SMS I TAPPING SMS DETAII - C-% 8 XV AppT4r TAPP1. 1TAPPING SEALANT. BETVM SMS SEALANT. #8 X 1-1/2 SELF VINUU7 FLAMM WINDOW FLANGES TAPPING L KIAMN MuAmm 8 X'1-1/2 SELF A A TAPPING SMS MULLION SECTION A -A (3) SECTION A -A (4)' 118- SELF TAPPING SMS CTYPj nETAtL* A ELEVATIO VIEWED* FROM EXTMOR RiTERNATIpNAL INC AISANFORb,-FLORIDA IFLOWDFLORIDAEXT.RUI)tRS. m - TSER. .1 2000 FLANGE ----'-SHEET /1;-`OF.° 2 y- VERTICAL- MULLION I t4d;R[IR 1209TAL.- 21 - S. IDE-.' ('SHEET-t,.2---OF 2) --.FOR,; - SEEOTHERPRESSURE ' CAPAC 17-1 VagDESIGN12 DRAWN sy: JBH 77 AFn 182& DATE: 2/2/02...- Sam NTS_ jDWd.::_2VMKMFLG__- IX OR 2X MULL SEALANT BETVEEM VINDOv FLANGES L MILLION A I M P A EN yLoo- DA 3..'•' OW ADDRIDNAL AlUQLS. VM74 RCOUM D) DETAIL C tUFACTU_a tR NAME. 1FaE # -6 2000 P.V./DESIGNER2000P.VJDESIGNER - - SILL (TYPJ SILL '(TYP.)0 e8 X 3/4 SELF IB X 3/4.SELF. TAPPING SMS. TAPPING. SMS TVO BY VODD BUCK.BY OTHERS I X 2 7/16'X•1/8 1 X'2 7/16 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETVMI y 08 X 3/4 SELF 1000 S.H -TAPPING SMS HEAD (TYP.) SECTION A —A (1) Y SEALANT BETVEEN SEALANT BETVEEN WINDOW` FLANGES VINDOV FLANGES L. NULLiDN' L MULLION . 2000 P.VJDESIGNER SILL (TYP.) c8 X 3/4 SELF TAPPING SMS 1.X 4 X 1/8• TUBE ItULLION 08 X 3/4 SELF q. 1000 S.H.TAPPING SMS, HEAD (TYP.) , SECTION A --!A (3) APPUES TO HEAD do SILL WHERE 1' X 4' k 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR I18 VOOD SCREV (TYP.) EXTERNAL.MULLION INSTALLATION CLIP MULLION ,• 2000 P.V DESIGNER BEI S e--- A SILL (TYP.) N8 X 3/4 SELF 1000 S.H. • TAPPING SMS 88 X 3/4 SELF HEAD (TYP.) TAPPING SMS ` TUBE MULLIONSECTIONA —A (2) 1 t/e• MIN EMBEDMEN EtEYeDQtl SEALANT BETVEEN MEWED'FROM EXTERIOR VINDOV FLANGE _ L'MULLtDN _. - _ - DETAIL Q. APPLIES TO HEAD.k•.SILL WHERE 1' % 2" h-1'-X-2 7/16 TUBE -MULLIONS ARE USED ALLATION AND(OR 0 VOOD SCREW r2000 P.V./DESIGNER 08 X 3/4 SELF __'- HORtz CLIP ' SILL (TYP.) TAPPING SMS " j 08 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (5) 1 M* NDLlX4X3/8 HEAD (TYP.) CMDED11ENT TUBE MULLION FLORIDA EXTRUDERS :° TME: SER. 2000 FIN -'-.SHEET - I OF .2 i TWIN HORIZONTAL MULLION SEC-TIONS-- r - SEE OTHER SIDE ( SHEET. 2 OF .2) 'FOR 08 X 3/4 SELF DESIGN PRESSURE CAPACITIESTAPPING S.H. SMS r._ EB?002 HEAD (TYP.)DRAWN BY: MSH • FAPPROVED: BY: SECTION -A—A (4) DATE:2/6/02 ISCALE: NTS,° . DWG.:: 2HMFINTW 2000 P.V DESIGNER• ' SILL (TYPJ 48 X 3/4 SELF TAPPING SMS1X 2 7/16•X 1/8 TUBE MULLION SEALANT BETvEEN SEALANT BETWEEN VINDOV FLANGES vlNmv FLANGES: L MULLION MULLIDN 08 X 3/4 SELF- 2000 S.M. TAPPING,SMS HEAD (TYPJ SECTION A=A (1) MANUFACTURER NAM: E'II'IEgdII # 7 SEALANT BETVEEM vINDOV FLANGES L MULLION 2000 P.VJDESIGNER 2000 P.V DESIGNER SILL (TYPJ SILL (TYPJ 8 X'3/4 SELF 08 X 3/4 SELF TAPPING SMS1X 4 X L/8 TAPPING SMS 1% -4 X 3/e TUBE MULLION TUBE MULLION SEALANT BETWEEN . VMDOV FLANGES L MULLION 08'X 3/4 SELF SELF08X3/4 SE TAPPING SMSTAPPINGSMSS.M.S2000S.H2000 HEAD (TYPJ HEAD (TYPJ SECTION A=A (3) SECTION A —A (4) . TYPICAL MULLION TO CONCRETE 0 JAMB' APPLIES TO JAMB WHERE I' X 4' •. DETAIL 4d2' X 4' TUBE MULLIONS ARE USED) CONCRETE OR MASONRY BY OTHERS 2000 P.VJDESIGNER ' SILL (TYPJ INSTALLATION ANCHOR 3/16' DIA. J X 3/4 SELF. TAPCON SCREV ANCHOR (TYP TAPPING SMS EXTERNAL MULLION I X 2 7/16 X 3/8 ONE B1' WOOD INSTALLATION CLIP TUBE MULLION '_BUCK BY. OTHERS - 2000 P.V DESIGNER SILL (TYPJ _.......... p8 7C 3/4 SELF # 8 X 3/4 SELF . IT SMS TAPPING SMS 2000 S.H. - / 2 X " 4 . X 3/8 HEAD (TYP) . ' TUBE. MULLION Q ' SECTION 'A —A- (2) 4. 1 1/4' MIN. SEALANT BETWEEN EMBEDMENTWINDOWFLANGE L MULLION DETAIL_H r~ A TAPPING SMS - 2000 S.H. HEAD (TYPJ - SECTION A —A (5) ELEVATION, VIEWED FROM .EXTERIOR KU, INCFLORIDAEXTRUDERS.:' p FOREDA r ftz* SER.; 2000. FLANGE-- --SHEET"; T. OF 2 _. TWIN HORIZONTAL"MULLIOW: SECTIONS'' SEE OTHER SIDE (SHEET.---2 OF -2)- FOR DESIGNPRES•SURE. CAPAC,I,T,I,ES; F BM. DRAWN BY:MSH APPROVED. --BY:,. , Hare 2/_4_/,02,_ .- scALt;,NTS _,r nRc: 2W--LGTW`. Q AUXILIARY P ATE APPLIES TO HEAD & SILL WHERE 1- X 4- TOR ADDUMNAL ANDCM VHCN REOWRED) k 2' X 4' TUBE MULLIONS ARE USED ODETAIL l ENTRA' . FLORIDA B. ®. A. F. SHEATHING MANOFA R NAME: 0 _E) fG o/'ii>f AV77?VjWN SEALANT BETVEEN FILE J MULL INSTALLATION ANCHOR IS VOODf00vINvFLANGESOSCREW (TYPJ L MULLION 2000 P.V DESIGNER2000P.V./DESIGNER SILL (TYPJ SILL' (TYPJ EXTERNAL MULLION 08 X 3/4 SELF 08 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS, TWO BY WOOD BUCK BY OTHERS I X 2 7/16 X 1/8 TUBE MULLION i X 2 7/16..X 3/8 TUBE MULLION MULLION SEALANT BETWEEN VIMDOv FLANGES l MULLION DEidIL C'A2000P.V./DE qERSILL (TYPJ AISX3/4 SELF 1000 SH SMS I8 X 3/4 SELFTAPPING1000SHTAPPINGSMS HEAD (TYPJ 08 TAPPING SMS HEAD (TYPJ SECTION A —A (1) SECTION. A (2) :.. 2 X 4 X / TUBEHE MULLION 1 1/8MIN. EMBEDMENT __ FLEVAII4y VIEWED FROM ;E ffMR SEALANT BETWEEN vINMV FLANGE DETAIL B APPUES TO HEAD & SU-WHERE 1' X 2- L MULLI011 :. - . 6: 1' X 2 7/16'. TUBE MULLIONS ARE USED S ALLATmm ANOOR - SEALANT BETWEEN SEALANT BETWEEN vINDOvFLANGESSFrTION A —A (Sl to Vm0 SCRev PN VDIDW FLANGES t MULLION t MULLION IORG!. CLIP 2000 P.W./DESIGNER SILL ( TYPJ 08 X 3/4 SELF 2000. P.V./DESIGNER SILL ( TYPJ 08 X 3/4 SELF 08 X 3%4 SELF TAPPING SMS TAPPING SMS TAPPING SMS I X 4 X 3/8 1000 S.H. HEAD ( TYP.) 1 1/B' MDl EMBEDMENT iX4x1/8 TUBE MULLION TUBEMULLIONFLORIDA. INC EXTRUDERS rL oRD, . SANFORD, . FLORIDA TPIT. E:SER. 2000 -FIN SHEET -I F''2 HORIZONTAL' MULLION SECTIONS'`. V SEE OTHER SIDE (SHEET 2 OF. 2)'.FOR 08 X 3/4 SELF DESIGN PRESSURE-.CAPACII'.IES; 18X.3/4 SELF. TAPPING. SMS TAPPING -SMS;. EB •-,-. 1000 S.M. 1000 S.H. HEAD ( TYPJ 20M DRAWN BY:MSH AP PROVED_BY:.__-. HEAD TYPJ SECTION A —A (3) SECTION A —A (4i DATE:2/6/02 scALE:NT•S .,. DWG:: -2HMFI.N):- TYPICAL MULLION M CONCRETE 0 JAMS AF;UES TO JAMB WHERE 1' X 4' DETAIL a X 4' TUBE MULLIONS ARE USED) IQ SEALANT kTVEEN SEALANT BETVCEN VRMOV FLANGES VINDaV FLANGES L KILL L MULLION * - 2000 P.V./DESIGNER f2000 P.V./DESIGNER SPILL CTYP.) SILL (y.) AS X 3/4 SELF r--48 XV4 SELF TAPPING SMS -TAPPING SMSIX 2 7/16 X 3/ FI X 2 7/16 X I/S. TUBE MULLION TUBE NULUaN L M! #; Al 8 X 3/4-SELF 08 X 3/4 SELF 2000 S.M. TAPPING SMS 200O Si{-TAPP 'TAPPING SMS HEAD (TYP.) ..HEAD (TYP.). SECTION A -A (1) SECTION A -A (2). SEALANT BETVM VINIMV FLAME MULLION 0 FL()%DA_ cr,jiTRAL agivFxcT v 4 AF . SEALANT XTVEEN ZaT SEALANT. BETVCEN VINMV FLANGES VINDOV - FLANGES L MULLION L. MULLION - 2000 P VJDESIGNER 2000 P.WJDESIGNER SILL (TYPJ SSILL. (T-Ypj go X -3/4 -SELFX3/4 SELF TSAPPING SMS TAPPING SINS X 4.X V8 TUBE MULL -- I rjrrv--uini Ir LiamTUBE MULLION JL4 8 X 3/4 SELF 48 X 3/4 SELF TAPPING SINS 2000 S.K WAD ( TYPJ TAPPING SMS 200O. S.H. WAD ( TYP.) SECTION A -A 3 SECTION A -A (4) I - V CONCRETE OR MASONRY BY alHos tNStALLATMN ANCHOR 3/16' DLA. TAPcaN scREv ANCHOR cTyp.) EXTERNAL MULLMN ONEBYVCODINSTALLATIDNCLIPBUCK BY OTHERS 2000 P.V,DESIGNER MULLION SILL ( TYPj .. . - . . . :.: 08 X 3/4 SELF TAPPING SMS 2- X' 41 3/8 TUBE ON 157 L1 1/4' HIM. EMBEDMENT y DETArL.. R SIL LA 48 X 3/4 SELF -A' TAPPINGSMS2000 S.M. HEAD CTYPJ_ SECTION A —A` L5) ON m6ib 4mm EXTERIOR INTERNATIONAL, INC FLORIDAEXTRUDERSANFORD, FLORIDA TME: SER. 2000 FLANGE' SHEET;-1OF.(2.. AHORIZONTALMULLIONSECTIONSSEE OTHER SIDE ( SHEET? 2-OF 2)'::'FOR DESIGN i'FIRESSURE--CAPACWMESG'. 8 20R J, DRA WN EY:MSH Apit ......... -IDATE: 2/4/02—Iscut: NTS.'."-IDWG.:.*;-2HMFLG- i ay 2000 Sit 1 X 2 7/16 X L8 ' 2000 S.H. JAMB (TYPJ JAMB (TYP.)1 X 2 7/16 X 3/8 TUBE MULLION TUBE,MULLION. 2 X 4 X V8 TUBE MULLION N8 X L/2 'SELF. e8 X 1/2 SELF TAPPING SAS - - TAPPING .SMS 2000 SA JAMB (TYPJ SEALANT BETVEEN `.SEALANT BETVCCm F7 VINDOV FRAME - VDIDOV FRAME ' L MULLION L MULLION N8 X 1-1/2 SELF' N8 1 1-1/2 SELF TAPPING SAS TAPPING SAS SECTION A -A (1) SECTION A -A (2) 2000 SJi. JAMB (TYPJ 1 X 4 X i/B --" '1'X-4-X 3/8 ' TUBE MULLION .-._TUBE MULLION 2000 S.H. ' JAMB .(TYPJ TVO BY WOOD DETAIL C BUCK BY OTHERS ' 1 1/8, MIN. .. EMBEDMENT SHEATHING INSTALLATION ANCHOR 18 VDOD SCREV (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES -TO HEAD & .SILL WHERE I' X 4' 2' X"4''TUBE MULLIONS ARE USED N8:x 1/2 SELF APPLIES HEAD &. SILL WHERE I' X 2' TO TAPPING SAS & 1- X 2-7/16- TUBE •MULLIONS ARE USED INSTALLATION ANCHOR DETAIL Re vOpD SCREV TYPJ SILL CLIP CE7qm T F.pAR yy e ' F Lw SEALANT B ... _ 18 X .1-1/2 SELF VINDOV FLANGES = QQ ,aapt I+7 NAME: yyamg,. MIN. DUPWACl-MEt 1\AM : TAPPING SAS L MULLION ENT SECTION A-A-(5) : , SHfATW DETAIL C .. _. AUXILIARY- PLATE FOR•ADDITIONAL=ANCHORS,"VHEN REQUIRED) A' N8 SELF, TAPPING N8 X 1/2 SELF. M8 X 1/2 SELF SAS (TYPJ.: L TAPPING SAS . TAPPING - SAS DETAIL B F. O MULL ON VIEWED' FROM- EXTERIOR 1 SEALANT BETVEEN ' -:'.. .. SEALANT BETVEEN VINDOV FRAME - VIHOOV FRAME. L MULLION - . _ ' L MULLION N8 X..1=1/2 SELF--_ •- -- -., ...... .. __ NB..X 1-1/2 SELF TAPPING. SAS - - TAPPING. SAS SECTION A -A (3) - SECTION' A -A (4) S INTERNATIONAL, INc - FLORI-D A :-EXTRUDER-SANFORD, FLORED. Tnu:SER." 2000' FINy - SHEET T '0F VERTICAL,MULL•ION,SECT•IONS• 7 SEE OTHER SIDE ('SHEE-T 2 OF...2) 'FOR Y DESIGN -PRESSURE:-CAPACITIES-` DRAWN BY: MSH " ' APPROVED'BY-- DATE:2/6/02 SCALE: NTS ' DWG::. -2VMF IN 2000 S.M. I X 2 7/16 X In - 2000 S.H. I X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION 'JAMB CTYPJ / TUBE MULLION ONE BY VOOD DETAIL C BUCK BY OTHERS CONCRETE OR MASONRY' 1 1/4' MIN.. d BY OTHERS EMBEDMENT d 4 ; f8 X 1/2 SELF TAPPING SMS f8 X 1/2 SELF TAPPING SMS INSTALLATION) ANCHOR 3/16' -D1A ._ TAPCON SCREW ANCHOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP SEAL.ANT BETWEEN SEALANT BETWEEN TUBE MULLION.- s• L MULLION- MULLIONS 2000 SA TYPICAL MULLION TO ;CONCRETE O HEAD f8 X 1-L/2 SELF f8 X 1-!/2 SELF JAMB (TYPJ MULLD7N APPUE$ TO.HEAD:.ec.$ILL.WHERE 1' X 4 TAPPING SMS TAPPING SMS do 2'L X .4'* TUBE' MUWONS ARE USED) SECTION A —A (1) SECTION A -A. (2)- DETAIL..B.. _ ...._. 08 X 1/2 -SELF - TAPPING SMS 1 INSTALLATION ANCHOI 1 X 4 X 1/8 • 1 X 4 .X 3/8.• .... - .:. _ • . --.:= - ..__---. .. :. _ ' _.`•.. ' . _ - SCREYDAN(7tOR tTYP TUBE MULLION TUBE MULLION SILL CLIP M8 X 1-1/2 SELF SEALANVBETVEEN .' QTAPPING. SMS VINDOV-FLAMGES 2000 SH 2O00 S.H.-•L MUR.LDIN-g;.j,-._.__. _:.__' 1 1/4' MIN. JAMB CTYPJ JAMB CTYPJ SECTION A=A (S) — —Q=: ''-_.. __.._`. EMBEDMENT DETAIL C _... s PRECAST-SDvHY-QTHER so'X 1/2 SELF ""' f8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN' SEALANT BETWEEN VDNDOV FLANGES WDmOV FLANGES L MULLION % • L MLILL.IDN - .. f8 SELF CFOR_ADDITIONAL ANCHORS,_ VHEk REQUIRED) a8 X 1-1/2 SELF 0 X•1-1/2 SELF SMS CTYPJ DETAIL B 'MULLION TAPPING. SMS TAPPING SMS ELEVATION SECTION A —A (3) SECTION A -A (4) VIEWED FROM OMMIOR i = ' 6'`' - - -• FLORIDA EXTRUMEP8- R A`O9A., -wc 1 arriti'ac't'_ So - - v 5:... z1zT.e: : _LAN SH ::•.1. - Lo / VVI( VERTICAL MULLION ISECTIORS`=,-;-•.` `"'" TER. _# ER,S-I-DE':{,SHEE-T,.2.:OF-.-2):-F.OR: SEE TH, 1.8 3 2(22 DESIGN PRESSURE ,CAPAC-I T I ES• DRAIN BY: JBH APPROVID' HY:2?%% r;•.c.: DATE:2/2/-.O2_._ SCALE: NTC mqc ' . ?VMFI' T;u: i e a® FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: 3y5 A P0_10 OS2 • Permitting Office: City, State: ( C=Z Permit Number: Owner:,-D. }A6 3 Jurisdiction Number: Climate Zone: Central I . New construction or existing 2. Single family or multi -family New _ Single family _ 12. Cooling systems a. Central Unit Cap: 42.0 kBtu/hr _ 37__N5mber of units, iimulti-f—mily I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. ;Is this a worst case? Yes _ 6` Conditioned floor area (ft') 1967 ft' c. N/A 7. -Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60 d. Tint/other SHGC - double pane 0.0 ft' 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 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 f' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=1 1.0, 302.0 ft' d._N/A—_. _— ___—__ _ _ c._Conservation.credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' _ 15. I4VAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Una AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points:27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ( PREPARED BY: d"'1 DATE: -------------- C6101-5 ---- I hereby certify that this compliance with the Flo OWNER/AG.,E14T: DATE: T'' e as desiqned, is in 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. p NS _ BUILDING OFFICIAL- REV PW D DATE: ri Y OF Ott -,,.._ EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 1967:0 25:78 9127:7- Single,-Clear NIN1-0-6:0 32-.0-37.74 0:971172:9- Single, Clear PE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear PE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 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 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Credit Multiplier Multiplier Multiplier DM x DSM x AHU) Cooling Points — 37380.3 0.4266 15946.5 38631.1 38631.1 1.060 1.00 1.087 x 1.150 x 1.00) 0.284 0.950 1.250 0.284 0.950 13036.5 13036.5 EnergyGauge'" DCA Form 60OA-2001 EnergyGauge&RaRES2001 FLRCSB v3.2 FORM 60OA-2001 J WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967:0 5:86 2074:8- mangle -Clear IMi b 2..012.23 1.00 390.6 Single, Clear ICE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 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: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®JFlaRES2001 FLRCSB v32 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details J ADDRESS. , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier Credit = Multiplier Heating Points DM x DSM x AHU) 5224.7 0.6274 3278.0 8232.8 8232.8 1.000 1.00 1.078 x 1.160 x 1.00) 0.449 1.250 0.449 0.950 0.950 4392.1 4392.1 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS j Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 1 13037 4392 10495 27923 PASS qO4fHEST y AO.c Ca Fes" CpD WB.O EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeg)/RaRES2001 FLRCSB v3.2 FORM 60OA-2001 CI Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area• .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfrn from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. AA-99 OTHER PR1=-grRIPTIVF MFOSIIRFS fmuct ho mat nr axraarlarl hV all racirlonrac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated Pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 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) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family New _ Single family _ 12. Cooling systems a. Central Unit Cap: 42.0 kBtu/hr _ 3-NW 6ff-6f-ffn-i19 ifmultifamily SEER-12-00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned Floor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 W _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60 _ d Tint/other SHGC - double pane 0.0 ft' 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 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' - EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft' d. N/A _ c. Conservation credits e. N/A HR-Flea[ recovery, Solar- 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, It. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Co ompliant feat u es. Builder Signature: Date: g Address of New Home: 3H5 A0Qj214)0,0 V.'City/FL Zip: 0 3a NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is-= a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar !designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge veb site at www.fsec. ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11N6/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: D.R.HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh C Ventilation air 0 cfm j Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration- _-- - - Method Simplified Construction quality Fireplaces Average 0 Area (ft2) Heatingg Coolingg 1967 1967 Volume (ft3) 15736 15736 Air changes/hour Equiv. AVF (cfm) 0.80 0.40 210 105 Heating Equipment Summary Make TRANE Trade Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 T-otal_sens.-equip. load_ _ 24896_Btuh_- - Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 29050 Btuh Heating output 0 Btuh @ 47°F Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 1383 cfm Actual cooling fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh Space thermostat Load sensible heat ratio 82 Boldlltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wngHtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 XCK E:1Fi1es\drhorton\196n1965.rsr Page 1 t RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-0206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation' 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 W x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain l 0.68 x43 gr/lb moist.diff. x 105 cfm = 3100 Btuh Procedure D - Enuinment_Sizina_Loads- 1 . Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlltalic values have been manually ovorrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr-i9hit50ft Right -Suite Residential- 5.0.64 RSR26015 ACCA E:1Fi1es\drhorton\1965\1965.rsr 2002-Mar-06 12:12:28 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n-se-a-c n-0-d-1 1-901-0 1.01.0-5:0-47:4 2-10 2.9 LAUNDRY M/BTH M/BR a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 C BR 3 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16:0 2.0 FAMILY b n sw a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wrightsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 E:\F1les\drhor1on\1965\1965.rsr Page 1 Cj RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room Entire House LIVING LAUNDRY MBTH14MANUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft Ceiings Condit Option 8.0 ft heat/cool d 8.0 It heat/cool 8.0 ft 1heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg CIg ft) Htg I Clg ft2) Htg I Clg M Htg I CIg 111) Htg Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f- 0.0. 0.0. 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 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 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 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 2005 3400 4463 403 683 897 60 102 134 162 275 361- b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 Note: mom b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 01 0 0 0 0 0 12 Infiltration a 1 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 9' 3056 10 O/C 805 10 9 133 10°/ 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8. +12+16 22195 46" 1129 417 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 2219 10'Y 464 10 0/1"" 1130 10 42 19 Total RSH gain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20 Air required (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsOf t Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 E:1Files\drhorton1196511965.rsr Page 1 RIGHT-J WORKSHEET I Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /tn La. 1 Name of room MBR SR 2 BR 3 BR 414MANUAL2Lengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NSo Htg Clg ft') Htg Clg 01) Htg Clg W) Htg Clg ft Htg Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 partitions d 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 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 1 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 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 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 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8. +11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 423 10 % 192 10 % 289 10% 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10°/ 271 10°/ 125 10W, 160 10°/ 125 19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Air required (cfm) 192 169 87 78 131 100,"" 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr C ht50fC Right -Suite Residential"' 5.0.64 RSR26015 2002-Mar-06 12:12:28 MCA E:\Files\drhorton\1965\1965.rsr Page 2 RIGHT-J WORKSHEET k Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /m La. 1 Name of room FAMILY KITCH/NOOK BTH14MANUAL2Lengthofexposedwall33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 It 12.0 x 9.0 It Ceiings Condit. Option 8.0 ftIheat/cool 8.0 It heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft') Htg Clg fl') Htg Clg ft2) Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 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 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Hor7. 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 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 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 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 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 121 Infiltration a 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 1-4- Duct loss 10 584 10% 366 10°/ 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 109' 513 10°/ 383 10%, 24 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr 9ht50'FC Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACC E:\Files\drhorton\1965\1965.rsr Page 3 w I V1,A I I N—I C: ALL BEARING WALLS TO BE PLACED - I J. L 1 PLY HGR. I I IGTICE REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. 7- d 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING._ - 3 PLY HGR. I SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE: 8-6-02 PITCH, S IOAD:SHINCLES 407-321-1440C CU SPAN CUSTOMER: D R HORTON BY: T.H JOB NAME: MODEL 1965 "D" ELEV. v _ 12w BRG: BLOCK MY MiTeke July 24, 2003 MiTek Industries Inc 14515 North Outer forty Drive, SuOe 300 Chesterfield, MO 63017 USA 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 : I4673734 thru I4673754. Total: 21 drawings. Job :DR1965F -b Builder :D.R. HORTON Location :STANDARD MODEL 1965, ELEVATION F County :SEMINOLE LIT- 2- (073 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) 21 Truss drawing. 2) Truss Index. July 24, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional 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 DR1965F Trusses included=21 0,"\DR1965F\a.tre" 14673734 1,"\DR1965F\a11.tre" 14673735 2,"\DR1965F\a13.tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,nDR1965F\a19.tre" 14673739 6,"\DR1965F\a2.tre" 14673740 7,"\DR1965F\a7.tre" 14673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\agl.tre" 14673743 10,"\DR1965F\ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR1965q.tre" 14673748 15,"\DR1965g1.tre" 14673749 16,"\DR1965F\k.tre" 14673750 17,"\DR1965F\l.tre" 14673751 18,nDR1965F\m.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,"\DR1965F\s1.tre" 14673754 Q iFID'• yt _ P10. 4.5161 0 STATE OF .r O R Ip,.,,, April 1, 2003 A WARNING - Verjay design pammrters and RI.AD NOTES ON TM AND RE MRSE SIDE BEFORE USE. 1 Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded verticolty. AppocabOV 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 stobWty during construction Is the responslbURV of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qua®ty control. storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB•Bo Bracing Specllbatlan, and HIB-91 M iTek® Handling Installing and Bracing Recommendation availb ablefromTrussPlateInstitute, 583 D'OnohDrive, Madison, WI5371 V. 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. A„ 0 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of a0trussandverticalweb. 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 4011 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. 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 GWJYG-hUUL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTeko 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 0 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. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber 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. FORM016,019 OfMRO,A/R 4 ,. Job rus Truss ype ty y 14673734 DR1965F A ROOF TRUSS 16 1 Job Reference to tionaq s e t o n ustrres, nc. on Mar age 1.1:" 7-13 13.6.10 20-0.0 I 265-6 32-10-13 40-0-0 11-0-0 1-0-0 7-13 65.6 65.6 6S8 665.E 7-13 1-0.0 Scale - 1:68.6 5.00 Fl2 5x6 5 Sxe -:r- Sx6 4 6 2x4 \\ 2x4 / 3 7 2 6 1 9 1g 3x8 — 14 13 12 11 10 3x8 = 3x4 = 3x8 = US = 3x4 = 3x6 = 10.3-14 20-0-0 29-8-2 40-M 103-14 9-8-2 9-8-2 103-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Harz 2=-190(load case 5) Max Uplift 2 = -809(load case 4), 8=-809(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 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 capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASEIS) Standard Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Or Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - Ver{ jy design parameters and READ NOTES ON IMS AND REVERSE SIME BEFORE USE. Design valid for use only with Mliek connectors. This design is based only upon parameter shown, and is tot an individual building component to be Installed and boded vedbally. Appilcablity, of design parameters and piopet Incotpotatbn of component is responsib@ty of building deslgnet - not huss designer. Bracing shown is fa btetat support of Individual web member only. Additional tempotory bracing to Insure stability duting construction is the tesponslbWty of the erector. Additional petmonent bibcing of the overall structure is the iesponslblilty of the building designet. For general guidance regarding tabrbatlon, quality control, stwoge, delivery, erection and bracing, consull QST-88 Quality Standard, DSO-60 Bracing Specification, and HIS-91 Handling Instolllnp and Bracing Recommendation available Irom Truss Plate Institute, 593 D'Onohb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. * 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.. c2 c 2. Cut members to bear tightly against each other. a:3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate oz K a:joint and embed fully. Avoid knots and wane plates from outside edge of U a.V' O V at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices I/ 4 ceC, r.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 Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/ 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 continuous lateral bracing. 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. U; P Mi! 0 MiTeke TM PANEL CLIP 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. FOR M018,01 VPC,A/R Job russ Truss Type ty y 14673735 DR1965F A11 ROOF TRUSS 1 1 Job Reference (o tional) s e t e Industries, nc. on Mar age 7-0-Q 5-9-14 1 11-0-0 1 17.0.0 1 23-0-0 1 29-0-0 1 34-2-2 1 40-0-0 41 0-0 1-0-0 5.9-14 5.2.2 6-0.0 6-0-0 6-0.0 5.2-2 5-9-14 1-0-0 Scale = 1:69.8 5x6 — 5x6 = Sx8 = 3x4 = 5.00 12 4 5 6 7 20 ZZ 2x4 i 3 8 a 2 8 1 lots 3x8 — 15 14 13 12 11 3x8 — 46 = 3x4 = 3x6 = 3x8 = 3x8 = 11-0-0 20-0.0 29" 40-0-01 11-0-0 9-0-0 9-0-0 it-0-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/def) PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 19 51/0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift 2 = -763(load case 2), 9=-763(load case 3) FORCE.' '(Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD •2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES ,. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCOL=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 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 ' MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cert.A6634 AWARNING - Verifyy design parameters and R&W NOTES ON rffi3AND REVERSE SIDE BEFORE USE. ssenos Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpoiatlan of component Is iesponsmNty of building designer - not buss deslgnet. Bracing shown b for latefol support of Individual web members only. Additional temporary broci g to Irtsute stability duilg conshuctlan b the iesponslbWty of the etector. Additional petmanent brbctinq of the overall shucture Is the iesponsMly of the building designer. Fat general guidance El iegatding fabtlaatlan, quality control, storage, delivery, etectlan and bracing, consult QST-88 Quality Standard, DSB-89 tracing Spectflcatlan, and HIS-91 MiTek® Handling Instatlinp and Bracing Recommendation ovallafrom Dun blefrohuPlateInstitute, 583 D'Onohla Drive, Madison, WI53719. 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. A„y 0 a¢ 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of a0trussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 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 0 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. 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 ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO 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 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMO1B4O19 a/wa Iut ® HYDRO,ti1ZRO . Job russ Truss type ty y 14673736 DR1965F A13 ROOF TRUSS 1 1 Job Reference toptional) s Feb 1 U 2003 Mi-ekIndustries, Inc. Mon Mar age 11:4 6.9.14 13-0-0 17.8-0 22.4-0 I 27-0.0 I 33.2-2 40-0-0 #o-01 1-0-0 6-9-14 6-2-2 4-" 4-8-0 441-0 6.2-2 6.9-14 1.0-0 Scale - 1:69.8 Sx6 = 20 11 3x4 = 5x6 = 4 5 6 7 5.00 FIT 2x4 \\ 2x4 3 8Z! 1 2 9 10 q'7qid 3x8 - 16 15 14 13 12 11 3x8 = 3x4 = 3x8 = 3x8 = 3x4 = 3x8 = 3x4 = 9-1-14 17-8-0 22.4-0 1 30.10.2 40.0.0 9-1-14 8-6-2 4.8-0 8$2 9-1-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 201 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.211D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ilb/size 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2 = 131(load case 4) Max Uplift 2 = -735(load case 4), 9=-735(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16-2877, 14-15-2877, 13-14-3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.1/451 ' MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cert. //6634 WARNING - Ver(fy design panxineters and READ NOTES ON TMS AND REVERSE SIDE BEFORE U86. Design valid for use only with Mfiek connectors. this design Is based only upon parameters shown, and Is for an tndlAdual building component to be instatied and loaded vertically. Applicability of design porameters and proper Incorporation of component Is tesponslbl0fy of building designer - not huss designer. gracing shown Is for loteiat support of Individual web members only. Additional tempotory Wacky to Insure stability during construction is the responsibUlty of the etectot. Addltlonal peimonent Wbcing of the overall structure Is the responslbUtty of the building designer. For general guidance regarding tobrloatlon, quality control, staoge, delivery, erection and Wactng, consult OST-88 Ouallly Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendatlonovallable horn Truss Plate Institute. 693 D'Onohlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * 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 1 J2 J3 J4 TOP CHORDS owner and all other interested parties.. ci c 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i O_ joint and embed fully. Avoid knots and wane plates I/e" from outside edge of a a at joint locations. truss and vertical web. of a O 4. Unless otherwise noted, locate chords lacesPatI/4 length(+ 6" fromCuC, u panel 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. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/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 continuous lateral bracing. 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. MiTeke TM PANEL CLIP FORM018.019 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. Q Job Truss Truss Type Oty Ply D R HORTON 14673737 DR1965F A15 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1 1.1:" 7-9-14 15-0.0 1 20-0-0 l 25-0.0 1 32-2-2 f 40.0.0 41.1-0-0l 1.0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9.14 1.0.0 Sale • 1:55.5 5A _ 2x4 11 54 _ 5.00 12 4 5 4 516 3 2 5 916d1yy 3m = 14 13 12 n 10 3x _ U4 = 3A = US = 34 = 3a4 = 10314 20-0-0 2941-2 40-" 10314 9-8-2 9-8-2 10.3-14 Plate Offsets Y : 2:0-4-2 0-1-8 3:0.3-0030 4:0-M 0-2-4 6:030 0-2-4 :0-M 0-3-08:0-4-2 0-1-8 LOADING (psi) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0. 0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 Na BCDL 10. 0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D. 7-9 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 537 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=1951/0-8-0, 8=1951/0-8-0 MaxHarz2= 148(load case 4) Max Uplift2=- 759(load case 4), 8=-759(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=3661, 3-4=3332, 45=-2888, 5-0=-2888, 6-7=-3332, 7-8=3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3- 14=-448, 4-14=685, 4-12=355, 5-12=363, 6-12=355, 6-10=685, 7-10=-448 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic. #4 5 11 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.N6634 A WARNING - Vir{ f y designparameters and READ N0798 ON TffiS AND REVERSE SIDE BEFORE USE. sensew e Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and Is for an Indh4duol building component to be installed and boded vertically. Applicability of design parameters and proper Incorporalbn of component Is iesponsbNlty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bating to insure stability during construction Is the responsbWly of the erector. Additional peimcnent brbcknp of the overall structure Is the tesponslbmty of the building designer. For general guldance regarding tabrlaatlon, quality control, storage, delivery, erection and bracing, consul OST-tat! Oualby Standard, OSI.89 Bracing Specification, and MIS-91 MiTek® Handling InstallingandBracingRecommeMatbnavalbablefromTrussPlateInstitute, 5a3 D'OnoftDrive. Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * 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 1 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 73 2. Cut members to bear tightly against each other, 0 a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate i L a O joint and embed fully. Avoid knots and wane at joint locations, plates/a" from outside edge of a truss and vertical web. a o Unless4. laces at Iotherwise noted, locate chord length(+ 6" from CAC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 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: 1 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM016, 019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/ FHA ICBO SBCCI WISC/ DILHR O GANG- wuL Q 86- 93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040- N, 930013-N, 910080-N f9i 0 MiTek° S A0 Of= PC-A/R TM PANEL CLIP 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. Job rus Truss ype ty y 14673738 DR1965F A17 ROOF TRUSS 1 1 Job Reference to tional) s e r e Industries, nc. on Mar age 1,:" 6-1-3 11.6-10 17.0-0 23-0-0 1 285-6 I 33.10.13 40-0-0 l:2:? l I 1.0-0 6-1-3 55-0 55-6 6-0.0 5-5-6 55$ 6-1-3 1-0-0 Scale = 1:69.8 5xe = 5x8 = 5.00 12 5 6 3x4 i 3x4 4 7 5x6 i 5x6 3 8 nT 2 9 1 to 1g 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 8-4-11 17-M 23.0.0 31-75 40-0-0 84-11 8-75 6-0-0 8.75 8-4-11 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFLin (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS ( lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Harz 2 = 165(load case 4) Max Uplift 2=-781(load case 4), 9=-781(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5--2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. 1/6634 AIVARNINO Ver(& design READ NOTES ON TMS AND REVERSE SIDE BEMRE USE. paramstemandDesign 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 vertioaBri APplicabNty 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 erector. Additional permanent brbctng of the overall structure Is the responsibility of the building designer. For general guidance regarding fob6cation, quality control, storage, delivery, erection and bracing, consuh OST-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Note Institute, 583 D'Onotrio Drlve, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular Plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it 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. 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 Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N IM! 0 MiTek® HyDRO,A/R 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 a: 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber 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, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job rus Truss ype ty y 14673739 D81965F A19 ROOF TRUSS 1 1 Job Reference (optional) s Feb 19 2003 mi rek Industries, Inc. Mon Mar age 1-04Q 6-93 1 12-10.10 1 19-0-0 , 21.0-0 , 27-1.6 33.2-13 1 40-0-0 4i-p -0I r 1-0-0 e-9-3 6.1.6 6.1-6 2-0-0 6.1-6 6.1-6 6-9-31.0-0 Scale = 1:71.2 5x6 = 5x6 = 5.00 Fl2 5 6 3x4 i 3x4 4 7 5x8 % Sx6 - g 6 2 9 1 1017 3x6 = 16 15 14 13 12 11 3x6 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-14 19-" 21-0-0 30-2-2 40-0-0 9.9.14 9-2-2 2-0.0 9.2-2 9-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 > 827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 203 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 182(Ioad case 4) Max Uplift 2 = -801 (load case 4), 9=-801(load case 5) FORCE (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 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 adequate drainage to prevent water ponding. 4) 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 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies. Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNING - Ver(fj/ design pamnseten and READ NOTES ON TB78 AND REVERSE BIDE BEIORE EIM. Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responslblBty of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the tesponslblBty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, etectbn and bracing, consult OST-86 Ouallly Standard, OSS-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, S83 D'Onohb Drive, Madison, WI53719. 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. 0 Q 0 For 4 x 2 orientation, locate X plates 1 /8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 18 J7 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 Q 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 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTeko 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 o 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. TM PANEL CLIP 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. FORM018.019 MMRO-AIR Job rus Truss Type ty I y 14673740 DR1965F A2 ROOF TRUSS 2 1 Job Reference to tionaq sFebI e Industries nc. on Mar age 1,:" 7.4.14 I 14-2-0 I 20-0.0 1 23-0-0 I 28-5.6 33-10-13 40-" 41-0-p 1-0.0 7-4-14 6-9-2 5-10-0 3-0.0 55-6 55-6 6.1-3 1.0.0 Scale = 1:69.8 5x8 = 5.00 12 5 4x6 6 2x4 II 4 3x4 75x8i 5x6 3 6x8= toW2= 8 6x8 = Q a 2 9 1 101a US 19 18 14 13 12 11 3x6 = 3x4 = 20 11 2x4 11 5x8 = 2x4 11 7-4-14 14-2-0 20-6-0 23-0-0 28-5-6 33-10-13 40-0-0 7-0-14 6.9-2 6-4-0 2.6-0 55-6 5S6 6.13 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 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 JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2 = 190(load case 4) Max Uplift 2 = -395(load case 4), 16=-829(load case 4), 9=-490(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1). 9=877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 =1791, 6-7 =1387, 7-8 =-223, 8-9 =-839, 9-10 =14 BOT CHORD 2-19=765, 18-19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=-0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 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 Iby others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cen./16634 AWARNING - Vir{ k design pansmstem and R&W NOTES ONTMS AND REVERS9 fSME BEFORE USE. Design valid for use only with Mfiek connectors. This design b based only upon parameters shown, and Is tot an Individual building component to be Installed and boded vertically. ApplicablBty 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 b the responsibility of the erector. Additional permanent bibeing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-EE Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installina and Bracing Recommendation ovaBb ablefromTrussPlateInstitute, 563 D'OnoeDrive, Madison, WI 53719. MiTek® 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. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. r 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 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 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, 85-75, 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 Indicates location of joints at which bearings (supports) occur. FORM018.019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeko fMRO,A/R (10 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 0 at 14 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, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job russ russ ype ty y DR1965F A7 ROOF TRUSS 1 2 14673741 Job Reference to tional) sFebI e rlustries, nc. Mon Mar age 11- 0" 3-9-14 1 7-0.0 1 136.14 20-0.0 1 2652 1 33-0.0 36.2-2 40.0-011 11- 0-0 3.9.14 3-2-2 66.14 6S2 fiS2 66-14 3-2-2 3-9-14 1-" Scale = 1:69.8 6x8 = Bx8 = 5. 00 12 4x8 = 7x8 = 4x8 = 4 5 6 7 8 20 2x4 i 3 9 2 10 1 11 .- Ig 3x8 = 16 15 14 13 12 3x6 = 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7- 0.0 13S 141 20-" 2652 33-0.0 40-0-0 7-" 66.14 61 6S2 66.14 7-0-0 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 > 653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 VertITL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 'Except' TOP CHORD Sheathed or 4-5-9 oc purlins. 4- 6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOTCHORD2X4SYPNo.2D *Except* 13- 15 2 X 4 SYP No. 1D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 - 3875/0-8-0, 10 = 3875/0-8-0 Max Horz 2=-79(1oad case 5) Max Uplift 2=-202811oad case 21, 10 = -2028(load case 31 FORCES ( lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10-11 = 29 BOT CHORD 2-16=7514, 15-16=8058, 14-15=12490, 13-14=12490, 12-13=8058, 10-12=7514 WEBS 3-16=562, 4-16=599, 4-15= 4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8-13=4848, 8-12=599, 9-12=562 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"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 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) 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 (lb) Junaidie Budiman, Lic.k451 1 Vert: 16=-603.2 12=-603.2 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. //6634 A WARNING - VirW design pamnsetem and READ NOT68 ONTMS AND R6VER86 SME BEPORL USE. Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and is for an Individual bu&!trg component to be Installed and boded vertically. ApplicabOty of design parameter and proper Incorporation of component is iesponslb'ty of building designer - not hues designer. Bracing Mown is too loteral support of Individual web members only. Additional temporary bacing to Insure stability duiing consliuctbn is the iesponslbi of the erects. Additional permanent b acing of the overall structure is the responslb0 t, of the bu8dt ng designer. For general guidance regarding fabrbatlon, qua0ty control, stooge, delivery, erection and bachg, consulf GIST-fiB Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installm ss lnp and Bracing Recommendaflon available froTruPlate Inst"ute, 583 D'Onohbrive, DMadison. WI53719. MiTek® 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. All1V 0 0 For 4 x 2 orientation, locate X 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 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 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 401:1, continuous lateral bracing. 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. Mi! MiTek® AGeneral Safety Notes 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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /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 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. FORM018,019 OA"G-NAn- HMRO,AZRO Job russ truss ype ty y 14673742 DR1965F A9 ROOF TRUSS 1 1 Job Reference (o tionaq s e I e industries, nc. on ar age 1.04 4-9-14 1 9-0-0 1 1480 1 20-0-0 I 25-0-0 I 31-0-0 35.2-2 40-0-0 41-0-0I 1-0.0 4-9-14 4-2-2 5.6-0 5-8.0 5-0-0 5-8-0 4-2-2 I 4-9-14 1.0.0 Scale = 1:69.8 5x6 — 5x6 = 3x4 = 5x8 = 3x4 = 5.00 Fl2 4 5 6 7 e 2x4 2x4 3 9 2 e 10 1 11 ^ g 3x8 = 17 16 15 14 13 12 3x8 — 3x8 = 4x6 = 3x4 = 3x4 = 4x8 = 3xe = 9-0-0 16-4-0 23-8-0 31-0-0 40.0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2=96(load case 4) Max Uplift2 =-791 (load case 2), 10=-791(load case 3) FORCES- (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 = 14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12 =1007, 9-12 =-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 21 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Or v Suite 300 Chesterfield, MO, 63017 Cert. /l6634 WARNING - VeroV design parameters and READ NOTES ON 7WS AND REVERSE SIDE BEFORE USE. NEW Design valid lot use only with MITek 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 iesponsibli ty 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 iesponsibillty of the eiectot. Additional permanent brbctrq of the overall structure is the tesponslblilty, of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard. OSS-89 Bracing Speciflaatlon, and HIB-91 MiTek® Handling Installing and Bracing Recommendallon available from Truss Plate Institute. SW D'Onohla Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * 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 1 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2, Cut members to bear tightly against each other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a:joint O and embed fully. Avoid knots and wane at joint locations. plates I from outside edge of truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices at length(+ 6" from caC, C.o panel 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 MITek/ Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO 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 11 continuous lateral bracing. 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. Mi! MiTeko IIIIIiiii PANEL TM CLIP 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. FORM018. 019 HMPO,A/R O Job russ russ ype ty y 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference (optional) s Feb 19 003 Mi Fek Industries, Inc. Mon Mar age i1-0-9 7-6-0 I 14-9-0 20-0-0 I 23-" 285-6 I 33-10.13 40-0.0 jl :2- 1-0.0 780 73-0 53-0 3-0.0 55-e 55-0 e-13 1-0.0 Scale = 1:69.8 5x6 = 5.00 F,2 5 4x6 6 4 30 5x8 % 7 II 5x6 3 7 16 5x1 B 7) 10 = Us 4 a 1 2 3 II 9 10 y 9 Iq Sx8 = 34 18 14 13 12 11 3x6 = 2.50 12 5x8 — 7.6-0 145.12 14r$2 20-4-0 23-" 285-6 33-10.13 40-01IFI 7.8-0 6.11-12 03-4 5.7-0 2-8.0 5.5-6 5.5-6 6.1-3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TIJ 0.07 18 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. 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 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS Ilb/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16=1743/0-8-0, 9 = 872/0-8-0 Max Horz 2 = 190(load case 4) Max Uplift 2=-363(Ioad case 41, 18=-407(load case 4), 16=-537(load case 5), 9--502(1oad case 5) Max Grav 2=733(load case 6), 18=829(load case 6), 16=1743(load case 1), 9=880(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15=630, 13-14=0, 12-13=0, 1 1-12 = 1 106, 9-11 =1 1 10 WEBS 3-19=-180, 17-19=1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8-12=-607, 8-11 = 112, 17-18=-535, 4-17=-449, 5-17=302 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) All plates are 2x4 M1120 unless otherwise indicated. 51 Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 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 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.A6634 Veti design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. t&WARNDVO Design valid tot use only with MiTek connectors. This design b based only upon parameter shown, and b fa an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsbi of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary btockp to Insure stability during construction Is the tespondblllty of the erector. Additional permanent btbckp of the overall structure Is the responsbBlty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, cone QST-ell Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendation available from Trust Plate Institute, 593 D'Onotrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 3/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q 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 format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO 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 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N 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. as 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. mi! WWI TM PANEL CLIP HYDRO -MR 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. A i Job russ russ ype ty y 14673744 DR1965F AG2 ROOF TRUSS 1 1 Job Reference to tionap sFebI e n ustnes, nc. on ar 11 age I-1-0-0I 7$0 I 14-9.0 F 16-7-3 ( 22-0-0 123-0-0 1-M 7.8-0 73-0 1-103 5d-13 1-0-0 4x8 II Scale = 1:45.1 6 2x4 11 2x4 II 5 - 7 6 I 5x8 i g 2x4 II 2x4 II 2x4 11 3x4 = 3x10 II 5.00 12 34 II B 1 = 2x4 11 I II 0 2 { t 2x4 11 B= 2x4 112x411 2x4 11 3x4 :7-tp 2.50 f 12 2x4 11 22-0-0 7-6-0 14-6-12 14 4:2 20-4-0 20.8r0i 7.8-0 7.0-12 0-2.4 5.7-0 0-4-0 1-4-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Veri 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Horz 2=354(load case 4) Max Uplift 2=-30811oad case 4, 10=-514(load case 4), 7=-218(load case 5) Max Grav 2=735(load case 6), 10=1081(load case 1), 7=405(load case 7) FORCES-- (Ib) - First Load Case Only TOP CHORD 1-2 =12, 2-3=-1339, 3-4=-1339, 4-5 = 243, 5-6 = 283, 6-7 =-78, 7-8 =17 BOT CHORD 2-11 =1244, 10-11 =-32, 7-9=71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482 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=5.0psf; 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, 10 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 308 lb uplift at joint 2, 514 Ito uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. N6634 AWARNING - Vai j/y design parantletsrs and READ NOTES ONTWS ANDREVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for an individual building component to be Installed and boded vertically. APp6cablilty 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 dobWty during construction Is the responsibility of the erector. Additional permanent b4scing of the overall structure Is the responslbNty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation av llabb oebfromTrussPlateinstitute, 583 D'OnDrive, Madison, Wl53719. MiTek® 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. A„ L 0 Lr0For4x2orientation, locate 1: plates 1/8' from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/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 0000 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016.01 V 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 FA RTH EST 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 19! 0 MiTeke O AAL'0 0. ff=RO,A FR 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o 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. Comber 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, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. 4 a Job russ truss type ty y 14673745 DR1965F B ROOF TRUSS 1 1 Job Reference to tional) s e r e n ustnes, nc. on ar age 1.0-0 5.3-14 10-0.0 14-8-2 20.0.0 21.0-0 1-0-0 53-14 4$2 4-0-2 5.3-14 1-0.0 Scale = 1:36.0 4xe = 4 5.00 FI2 20 -Z:- 2x4 i 3 5 2 9 7 1g 3x4 = e 3x4 = sxe = 10-0.0 20-0-0 10-0-0 10-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 > 993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1004/0-1-8, 2 = 1024/0-8-0 Max Harz 2=105(load case 4) Max Uplift6=-429(load case 5), 2=-442(load case 4) FORCES- (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6--1611, 6-7=14 BOT CHORD 2-8 -1430, 6-8 =1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES - 1) Unbalanced roof live loads have been considered for this design. 21 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) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert./16634 A WARMWO - Veft design parameters and READ NOTES ON TffiS AND RETIERSE SIDE BE"RE USE. Design valid lot use only with MITek connectors. Thb design b based only upon parameters shown, and b to an Individual building component to be Installed and boded verticality. Applicability of design parameters and ptopet Incapoatbn of component Is tesponsQNOty of building designer - not huss deslgnet. Bracing shown b to bteral support of individual web members only. Additional temporary bracing to Insure stability ctufing construction b the tesponslblSfy of the erectot. Addlfbnol permanent brbcing of the overall shuctute b the responspblilty of the buBding deslgnet. Fat general guidance regortttrg tobrlcatbn. quality conttoL storage, delivery. erection and bracing, consutl OST-„ Ouattty Standard. DSS.89 Bracing Specification. and HIB-91 Handling Installing and Bracing Recommendation available hm buss Plate Institute, $ea D'Onohb Drlve, Madison, WI5371 V. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 re,t'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . 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 each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U , joint and embed fully. Avoid knots and wane plates/s" from outside edge of L) a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP1/4oat 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 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. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO TH E 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 Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® CIANG-NAIL ® . HMRO,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 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. 1 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 1467374E DR1965F BG ROOF TRUSS 1 1 Job Reference (o tional) sFebt e Industries, F( O on Mar age 53-14 1 10-0-0 14.8.2 20-0-0 1-0-0 5.3-14 4-8-2 4.8.2 121-0-0 5314 1-0-0 Scale = 1:36.0 4x6 = 4 2x4 11 2x4 11 5.00 12 30 i' 3x4 2x4 11 3 5 2xa II 25 II 11 0 0 26 2 II 6 7 Ig 27 2x4 II t0 2x4 11 2x4 11 9 2x4 11 8 2x4 11 283xa —_ 3x4 — 2x4 11 7x8 = 2x4 11 2x4 11 5-3-14 10-0-0 14-8-2 20-0-0 5.3-14 4-8-2 4$-2 5314 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD 2 X 6 SYP No.2ND 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) 6=902/0-8-0, 2=902/0-8-0 Max Horz 2 = 107(load case 4) Max Uplift6 = -373(load case 5), 2=-373(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-34, 2-25=-1514, 3-25=-1445, 3-4--1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 =1325, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 =1325, 6-28 =1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.0Ib up at 18-0-0, and 15.71b down and 10.Olb up at 2-0-0 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: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads (lb) Vert: 27=-15.7 28=-15.7 Junaidie Budiman, Lic. #4 5 11 1 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.p6634 WARNING - Vert& design parameters and READ NOTES ON THIS AND REVERSE SIDE HEIORE USE. Design valid lot use only with MlTek connectors. This design Is based only upon parameters shown, and b for on IndMdual buBding component to be Installed and boded vertk:aty. Applicability of design parameters and proper kscorporatbn 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 stabmty during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conhot storage, delivery, election and bracing, consult 057-88 Quality Standard, DS9-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, S63 D'Onohb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *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.. a c3 2. Cut members to bear tightly against each other. a:3, Place plates on each face of truss at eachiNZFor4x2orientation, locate JS Qjoint o and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPatI14length(+ 6" fromC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 LOWESTJOINT FARTH EST 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 Indicates location of joints at which bearings (supports) occur. FORM016,01 V WISC/DILHR 870040-N, 930013-N, 910080-N U fa! 0 MiTeko HYDRO -AIR 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. 1 15. Care should be exercised in handling, njM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP Job Truss russType ty y 14673747 DR1965F CG SCISSORS 1 1 Job Reference to tionaq sFebi e n ustries, nc. on Mar age 1-0-0 4-0-15 7.6-0 ID-11-1 15-0-0 16-0-0 1-0-0 4 15 3-5.1 3.51 4.0.15 1-0-0 Scale = 1:28.4 4x6 = 4 5.00 52 2x4 = 2x4 = 3 5 8 2 5x8 = 6 at 7 d 2.50 F123x4 = 3x4 = 7.6-0 15.0-0 7-6-0 78-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-80(load case 5) Max Uplift 2 = -340(load case 4), 6=-340(load case 5) FORCES. (Ib) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.U451 1 MiTek Industies, Inc. 14515 North Outer Forty Or Suite 300 Chesterfield, MO, 63017 Cert.#6634 AIVARNINO - ver(& design parameters and READ NOTES ONTMS AND REVERSE SWE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameter shown, and is for an Individual building component to be 0 Installed and ksaded vertically. Applicability 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 lability during construction is the responsibilty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality controt storage, delivery. erection and bracing, consult OST-88 Quality Standard, OSS-89 tracing Specification, and NIB -fit Handling Installing and Bracing Recommendation available from Truss Plate institute, 693 D'Onof to Drive. Madison, WI5371V. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *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 1 J2 J3 J4 TOP CHORDS owner and all other interested parties.. r C: 7C 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o L) Q O joint and embed fully. Avoid knots and wane at joint locations. plates 1/6" from outside edge of truss and vertical web. 04. a o Unless otherwise noted, locate chordsplices at / 4 length(+ 6" from uVupaneladjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt 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 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 Indicates location of joints at which bearings (supports) occur. FORM016, 019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/ FHA ICBO SBCCI WISC/ DILHR O i GLANG- ftAtL 86- 93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040- N, 930013-N, 910080-N MiTeke HMRO, IUR TM PANEL CLIP 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. Job rus Truss ype ty y 14673748 DR1965F J ROOF TRUSS 14 1 Job Reference to tional) sFebr e industries, nc. Mon Mar age 1 0-0 7-0 0 3 Scale = 1:17.7 5.00 12 2 4 2x4 = 7-0.0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 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/deft = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 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 = 234/Mechanical, 2 = 424/0-8-0, 4 = 66/Mechanical Max Horz 2=188(load case 5) Max Uplift 3 = -213(load case 5), 2=-138(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 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 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, Mil, 63017 Cert.t16634 A1•VARNINO - VirW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEPORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and If for an kdMdual building component to be Installed and boded vertically. Applicability of design parameters and ptopet Incorpaatlon of component Is responsaa0>ty of building deslgnei - not truss deslgnet. btocing shown Is tot lateral support of Individual web members only. AddRbnal tempotory btockg to Inswe stability duiing constiuctbn Is the tesponslbUlly of the etector. Additional permanent briscing of the ovetall structure b the iesponslbbtty of the building designer. For general guidance tegaiding labilcation, quality control, Void". dellveiy, erection and btaclng, consult QST•88 Quality Standard, DSS-89 tracing Specification, and HIt-91 Handling Installlnit and tracing Recommendation available from Truss Plate institute, 583 D'Onoftb Drtve, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . 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 each other. Q WEBSJS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a:joint and embed fully. Avoid knots and wane plates I/a" from outside edge of Q a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords Ilces pr14cuC, 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 Jt 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 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: 1, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTHESTTO 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 19! 0 MiTeke 9 TM PANEL CLIP 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. FORM016, 019 MYDAO,A/A® DR1965F 1.111 MONO TRUSS City I Ply I DR HORTON 10 1 14673749 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue 7 20 = LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 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 Vdefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 2=177/0-8 , 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(load case 4) Max Uplift2=-117(load case 4), 3=-21(load case 5) Max Grav2=177(load case 1), 4=9(load case 1), 3=26(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 23=37 BOT CHORD 2-4=-0 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 117 lb uplift at joint 2and 21 lb uplift at joint 3. LOAD CASE(S) Standard scare - Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drrvi Suite 300 Chesterfield, MO, 63017 Cert.A6634 AWARNINO - VerM dtrrlyn parameter* and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and loaded verticolly. Applicability of design parameter and proper Incorporatlo n of component is iesponsibltty of building designer - not buss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the iespona0ty of the erector. Addiflonal permanent brbclnq of the overall structure is the iesponslb®ty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, eonsull CST-68 Quality Standard, DS9-89 Bracing Specification, and HIB-91 MiTek® Handling InstallI q and Bracing Rocommendallon ovollable from Truss Rate Institute. 583 D'Onohio DrNe, Madison, Wl5371 V. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1 /B" from outside edge of a0trussandverticalweb. 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 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB V 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 40 1 continuous lateral bracing. 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® FORM016,019 GANG -NAM 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at IA 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, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. DR1965F I IROOF TRUSS 14 I1 I 14673750 Scale - 1:13.9 2x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 31 Plates Increase 1.33 TC 0.25 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 lumber Increase 1.33 BC 0.08 Vert(TLI -0.07 1 > 237 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 ILL Min Well = 360 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 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 = 155/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2=137(load case 5) Max Uplift3 = -1 49(load case 5), 2=-126(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4=0 z 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 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr vi Suite 300 Chesterfield, MO, 63017 Cert. A6634 AWARNINO - VerW design pafmrneters and READ NOTES ON THIS AND REVERSE S/DE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and h for an IndMdual building component to be Installed and boded vertically. APpBcabl4 of design parameters and proper Incorporatlon 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 erector. Additional permanent bAecing of the overall structure Is the responslblitty of the building designer. For general guidance regarding labrkatlon, quattly contiot storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO-59 Bracing Specification. and HIS-91 MiTek® Handling Installing and firming Recommendation available from Truss Plate Institute, 5W D'Onoftb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/14 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate plates 1/8" from outside edge of a0trussandverticalweb. 0 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 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO 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 19! 0 MiTek® O 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o 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. IIIIIIIII PANEL TM CLIP 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. FORM018.019 Job rus Truss ype ty P y 14673751 DR1965F L ROOF TRUSS 4 1 Job Reference to tional) sFebt o n ustrres, nc. on Mar age 1.0.0 3-0.0 Scale = 1:9.2 5.00 F12 2 1 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci I/deft PLATES GRIP TCLL 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 Ib 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=253/0-8-0, 4=26/Mechanical Max Horz 2=85(load case 5) Max Uplift3=-8311oad case 51, 2=-121(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 =-54 BOT CHORD 2-4=0 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 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. p6634 AWARNINO - Vir(fy design pa1'amrters and READ NOTES OW Tffi3 AND REVERSE SIDE BZPORE USE. Design valid tot use only with MiTek connectors. This design is based only upon parameter shown, and is for an Indlvlduol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tesponsmltty of buAdtng designer - not truss designer. Bracing shown is lot lateral support of Individual web member only. Additional temporary bracing to Insure dobMy during construction is the responsibility of the erector. Additional permanent bracli g of the overall structure is the iesponsmWty of the building designer. For general guidance regarding fobAcco9on, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Instolilnq and tracing Rocommendatlon avoloble from Truss Plate Institute. $ea D'Onoblo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * 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.. 2, Cut members to bear tightly against eachc3 other. Q WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i joint and embed fully. Avoid knots and wane plates/8" from outside edge of v a IJ5 o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords licesPI/ 47 , C, 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 Jt 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 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 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® Me HVDRD.AFR 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 toad 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 stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 1 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job russ russ ype ty y 14673752 DR1965F M ROOF TRUSS 4 1 Job Reference (optional) s Feb 19 2003 mi reK Industries, Inc. Mon Mar age 3 Scale = 1:5.5 5.00 52 2 1 4 1-0.0 2x4 = 1.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 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 ILL 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 (Ib/size) 3=-17/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Horz 2=45(load case 4) Max Uplift3=-21(load case 5), 2=-117(load case 4) Max Grav 3 = 26(Ioad case 4, 2 = 177(load case 1), 4 = 9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 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) Referlo girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.N6634 AWARNINO - Vir(fy design paranrtem and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and b fa an Individual building component to be Installed and loaded vertically. Applicability 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 erector. Additional permanent btacirg of the ovetol structure Is the responsibility of the building designer. For general guidance regarding fabrication. Quality control storage, delivery, erection and bracing. consult CST-,e Quality standard, OSS-89 tracing specification. and NIB-91 Handling Irutallirq and tracing Recommendation available from Dun Plate Instttute, 5W D'Onotrlo Drive, Madison, Wl53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 O For 4 x 2 orientation, locate 3: plates 1/8" from outside edge of otrussandverticalweb. 0 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. 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 FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO 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 BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® GANG -WAIL (2) . # I RO.AIR 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o at IA 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, TM erection and installation of trusses. PANEL CLIP ©1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply D R HORTON 14873753 DR1965F S ROOF TRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1 1-5.0 53-5 I 9-10-131 1-5-0 53-5 4-7-8 Sa1e 1:15.5 1 3.54 12 W 3 a a 2 e 2.411r e s 3.4 = 2.4 = 5-3-5 9-10-13 5 3-5 4-7.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc purfins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=51410-115. 5=429/Mechanical Max Horz2=228(load case 2) Max Uplift4=-249(load case 5), 2=-217(load case 2). 5=-123(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-8= 24, 25=24, 23=-1070, 3-4=64 BOT CHORD 2-7= 1001, 6-7=1001, 5-6=0 WEBS - 3-7=166, 3-0=-1069 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. 2) Refer to girder( s) for truss to truss connections. 3) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase= 1.33. Plate Increase=1.33 Uniform Loads (plo 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, Lic.H451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. A6634 A WAwmva - v r{ ry design parasnstm and READ 11T07ES ON TffiB Ann RE VERSE Sena BZ"R6 USE. Design vaBd for use only with MITek eonneetas. This design is based only upon parameters shown, and is for on IndW4uol butding component to be Instated and loaded verttgaty. Applicability of design parameters and proper Incwporatlon of component is iesponsmltty of building designer - not truss designer. Bracing shown is far lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslbitfy of the erector. Additional permanent brbc4q of the overall structure is the iesponsibilty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul CST-88 Quality Standard, DSI-89 tracing Specification, and HIS-91 Handling InsTruss Plate and tracing Recommendation available fromTruPlateInstitute, 583 D'Onobive b Dr, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' * 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 W 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c3 2. Cut members to bear tightly against each other. F or WEBS J5 3. Place plates on each face of truss at each 4 x 2 orientation, locate U Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a o_ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices I14 ceC, u 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 MRek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 4011ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM016, 019 WISC/ DILHR 870040-N, 930013-N, 910080-N fa! 0 MiTek® MMRO, 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 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 an 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. PANEL CLIP © 1993 Mitek Holdings, Inc. K r -, Job Truss Truss Type Oty, Ply 0 R HORTON 14673754 DR1965F S1 ROOFTRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:05:03 2003 Page-1 15 0 tS0 tso ts0 y SCOW • 1:5.4 d 2 3.54 FIT a 4 20 ,s e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) Na - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Incr NO W B 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deB = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 1-5.0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=-40/Mechanical, 2=193/0-8-0, 4=6/Mechanical Max Horz 2=47(load case 2) Max Uplift3=-40(load case 1), 2=-175(load case 2) Max Grav3=25(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 23=-24 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 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plo Vert: 2=-2.5-to3=-52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerW design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. Thb design Is based only upon parameters shown, and Is for an Individual bullding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component It iesponslbl0ty of building designer - not truss deslgnet. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure s,ablilty during condiuctbn Is the tesponslbBity of the erector. Additional permanent brLcing of the overall structure Is the responslbBBy of the building designer. For general guidance tegaiding fabrication, quality control storage, delivery, erection and bracing, consuR QST-8a Quality Standard, OSS-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and firming Recommendallon avaBb m RabftoTrussateInstltute, 683 D'Onohb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0Lrl*For 0 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 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 0 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. 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall 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. 4 4 The first dimension is the width 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, 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. 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 MiTek® engineer. 15. Care should be exercised in handling, IJT~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 HYDRO-AIRO