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325 Lusitano Way - BR04-000368 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 __ _—__.. CBC 055300 PHONE NUMBER PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 32S LUSITANO WAY ; for which permit 04-00000368 has heretofore been issued on 11/19/03 has been completed according to plans and specifications filed in the office of the Buil ng Official,prio to the issuance of said building permit, to wit as z, complies with all the building, plumbing, el ctrical, ning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled ` )3-c"-( ZONING: Inspected UTILITIES: Subdivision Regulations Apply: Yes No APPROVAL FIRE: Inspected Water Sewer Lines In 3-az;-cq Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street nATR APPROVAT. Name Street Signs V S_ Lights Storm Sewer Driveway _ Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 1/21/04 20.00 01-APPLCTN FEE -ELECTRIC 1/22/04 20.00 01-APPLCTN FEE -BUILDING 11/19/03 10.00 01-APPLCTN FEE -MECHANIC 2/06/04 10.00 01-APPLCTN FEE -PLUMBING 12/22/03 10.00 02-ENGNG DEVLPMT FEES 11/19/03 10.00 01-FIRE IMPACT - RESIDENT 11/19/03 59.27' 01-LIBRARY IMPACT FEE 11/19/03 54.00 PAGE: 4 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 325 LUSITANO WAY for which permit 04-00000368 has heretofore been issued on 11/19/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/19/03 279.61 11/19/03 91.93 11/19/03 12.27 11/19/03 847.00 11/19/03 12.28 11/19/03 1384.00 11/19/03 650.00 11/19/03 1700.00 O R BUILDING OFF / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 3/19/04 325 LUSITANO WAY BAKERS CROSSING D R HORTON TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Ingineering Public Works Utilities Fire N/A Zoning N/A OLicensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ik44, 1 . J.I , , J i t itiI4I, Sa C 1 t - ri { t17' hs y4tl,l t. { v , / 1 .} i) 1 r. 1 i L r7 I hr 1 S 111 i 11 r r 7 i 1 r.• x`71 M MJ YrlrflS7rQ, 1 tit I y, 7 1It 5} 1 3/19/04' r tro r iv ° RMIT #: 04-368 a DREdS'S 325 LUSI,TANO. WAY '° { ` t BAKERS CROSSING 4 9 NTRACTOR: D:R HORTONt ONE #: ` TOM ,407-321 2797 rva r building` division has prepared a Certificate of Occupancy) for the above tion and`°is?requesting final inspection by your department After'your ection",n ease sign off,and date tbe'C. O or'submit adidcndum` if it.has''. r Public I "lit Works t'Zon' ingN/A MI sirigUtilities 1;)y if91 CONDITIONS: TO BE COMPLETED'ONLY41F aPPROVAI; IS CONDITIONAL)' i 6e-770--Izjf)(- w/6 3 R('a 4b CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIONn ([ pWeC(3110 cjotj fi SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 3/19/04 325 LUSITANO WAY BAKERS CROSSING D R HORTON TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A Ofublic Worl sIJDZoning VU Utilities Licensing N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I I I I t I I i I 1 1 1• 1 1 I CERTIFCATE OF OCCUPANCY 1 1 I 1 1 1 REQUEST FOR FINAL INSPECTION Q SINGLE FAMILY RESIDENCE"" Ln f 1 Y.,•7 l j qj L C i I 1 DATE: 3/19/04 Vt 1 1 gy v I I I O u L I PERMIT #: 04-368 ADDRESS: 325 LUSITANO WAY f nJ a- W c BAKERS CROSSING= CONTRACTOR: D R HORTON PHONE #: TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your departmenf. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ° Engineering Public Works ilities CONDITIONS: (TO BE Fire Zoning ElLicensing N/ A N/ A N/ A ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insuranoe Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 325 LUSITANO WAY CITY STATE ZIP CODE SANFORD FIL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 139, 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): If, or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202940045 E 4117/95 4/17195 A 24.6 1:31U. Indicatethe source of the Base Flood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: E NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date_I SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 0 C1. Building elevations are based on: Construction Drawings' Building Under Construction* E Finished Construction A new Elevation Certificate will be required when construction of the building iscomplete. C2. Building Diagram Number 1(Select the building diagrammost similartothe 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, ARIAE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top ofbottom floor (including basement or enclosure) 29, P.0) o b) Top ofnext higher floor N/A. ft,(m) o c) Bottom of lowest horizontal structural member (V zonesonly) N/A. ft.(m) o 0 o d) Attached garage (top ofslab) 28. 3 ft.(m) E o e) Lowest elevation of machinery and/or equipment W co servicing the building (Describe in a Comments area) 28.4 ft,(m) E o f) Lowest adjacent (finished) grade (LAG) 27.7ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 28. 0 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: GALEN K BELL LICENSE NUMBER: 4224 TITLE; PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS 320 E. SOUTH RE E 180 , SIGNATURE if . /i CITY ORLANDO DATE 3/23/04 STATE ZIP CODE FL 32803 TELEPHONE 407) 426-7979 FEMA Form 81-31, January 2003 1 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Porgy Number 325 LUSITANO WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis 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 (WITHOUT BFE) For Zone AO and Zone A (without 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. E1. Building Diagram Number —(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide asketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8with openings (see page 7), the next higher flooror elevated floor (elevation b) of the building is _ ft,(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of 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 Zone AO only: If no flood depth number is available, isthe top ofthe bottom floor elevated in accordance with the communitys floodplain management ordinance? Yes No Unknown. The kcal official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the oommunity's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, or architectwho is authorized bystate or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Acommunity official completed Section E for a building located in ZoneA (without a FEMA4ssued orcommunity4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6, DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth offlooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 139, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE. PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). GRAPHIC SCALE 0 . 15 30 l TRACT "A" I LUSITANA WAY 50' RIGHT OF WAY I O N90'00'00"E420.00_ I 00°aNO A 0 35.00' CENTERLINE OF I 1-0 p pp PIS r rr RIGHT-OF-WAY WALK IS 81N S90*00 00 E I J QC' 7 1.4' OFF Z' WALK ISJ :'A.`.$•Wr;n".:".:..' I 0- 1.4' OFF 1O s 10' UTILITY EASEMENT In - CONCRETE-.:. N O 0= 90.00PCWALKIS3' C/W DRIVEWAY.:.. y r00" R=25.001.2. OFF 15.0' 15.0' > .:> 20.0' 5.0 O 1 ENTRYED CB=N45*OO'OO"EO Uri I C=35.36' 0 I loo n N I 4 t 41. W LIJ 0 w OooO 0 I I o .ONE STORY CONCRETE BLOCK RESIDENCE1FINISHFLOOR ELEVATION=28.96 1II i III 40.0' III LOT 139 o LOT 138 O O O O O O V) 1 0 13'LOFF N90-00r00"W I 60.00' CERTIFIED TO AND FOR THE I I EXCLUSIVE USE OF: ilT LOT 124 LOT 125 D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA LEONIE P. SHAW 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 01-05-04, 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. 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. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY FIE NORTHERLY LINE OF LOT 139 IEING S90'00'00" E PER PLAT. FIELD DATE:) 1-5-04 SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM41859 DRAWN BY: REVISED: FOUNDATION FINAL 3-22-04 CKB IEVISED PATIO 09/04/03 SOO EVISED DESCRIPTION 07/24/0. LOT PLAN 5-22-03 SDO LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE l4 - EXISTING ELEVATION OCONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT . M) MEASURED - FND FOUND C/W CONCRETE WALK S/W SIDEWALK 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 LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 FND 1/2" IRON ROD NO ID. (01/05/04) Q FND NAIL AND DISC LB #6393 (01/05/04) SET 1/2" IRON ROD AND CAP LB #6393 (01/05/04) 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 REVERSECURVATURE PT DENOTES POINT OF TANGENCY .. TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE - PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTE 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. I FOR THE FIRM GALEN K B LL PA#42214 I DATE 10-03-203 9:52AM FROM Permit # :_ b 04 —3tpg Job AddreSS: P. 1 C'TY OF SAN;" ORD PERMIT APPLICATION 2 Date: 10 - (s--03 Description of Work: Historic District: Zoning: 'Value of Work. S ry r On ew Var-WqPermitType: Building Etecnical,Pltunbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AiNIPS Addidon/Altemtion Change Of Service Temporary Pole Mechanical: Residential Non-Residendai 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 Commercial Industrial Total Square Footage: Construction Type: # of Stories: #'of Dwelling Units: Flood Zone: (PENIA form required ror orbcr t-tian X) Parcel #: Phont: d "j - ,- _. LiccnacNum//ber: Phone: Bonding Company: Address: Nlor(Zzge Lcndcr: Address: ArchlteeVEngincer: t'honc: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandchatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstNctioninthisjurisdiction, I undcrswnd that a separatepermitmustbesecuredforELECTRICALWOKK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, EOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNF,R'S AFFIDAVIT: I certify thaT till of the foregoing information is accurate and that all work will be done in compliance with all applicahic laws rcgulaing, construction and toning. WARNING 1'O OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YClt)It I'AVIN(, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OK ANATTORNEYBEFORF, RECORDING YOUK NOTICE OF COMMENCEMENT, NOTI E: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public cccords c: this county, and there may be additional permits rcquirtd from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is Yerifteation that I will notify the owner of the propeay of the requirements' of Florida Lien Law, FS 713, Signantrt of Owner/Agent Date $irnaturc of Contractor/Apeut pate Print Own er/A nt's v, me megInotC:o or/Agent's Name Sitnsmrt of Notary -State ul'Plurida Datc SiSnaturc of State o(Flurida —/ // tom" AsonnyGLogan Uwner/A col is ' myCpnm4sg-J'ersonally Known to Me or Contractor/Agent is _ I'Vraonally Known to Me or ExPlres` j0'j1) 0ProducedIUProducedID _ "'Y 17 2007 I'S51. APPLICATION APPROVED BY: Bldg: Zoning: Utilities: Fp; Initial & Date') (Initial & Date) (Initial & Date) (Initial & Date) Speciai Conditions: 5-06-20.3 7:09AM i UM wv.Vo'..a....l ,.:-trx,•i,.,.rr<.vex.r:r+:;,.,,,....,.:sr............: .::.......,. ,.,.,,. ,, .. CITY OF SANFORD PERNIIT APPLICATION Pcrmit 9 : 7-0C/ Job AGdrtsi' Description of Work/. 7nninHistoricDistrict: R Vnlue of Work: S Elwtrieal ' Mechanical Plumbing__ F'ix Spnnkler/AiZ1rm Pool _ pgrnil , BuildinTYf i.__ 5V 0 Tem orbf Poic Addition/Alteration ChanUC of Scrvicc —_ P ElacCrlryr: N#ly tiervica - I of AMPSI '-' Ntw (Duct Layout & Energy Colc krq!ircd) Mechanical: Residential Non-Rosidcn,tia) Replacement Plumbing/ New Commercial: p of Fixtures n of Gas linespofWata &Sewer LincsPlulnbiag Residential or Comn'terital Plumbing/Ntw Rssldentlal:.N ot. Water Closets._ Repair- Occupancy Typcl Residential Commercial Industrial Total SQuare )"outage: flood'Looe: (FE tA form reyuirud for olh,r Irian Construction Type: q of Stories: p of Dwelling Units: __ Parcel9: Att+ch rroo(Iu(Owncrshiri C L.gal Dsacripttun} iLi .n_ `t-i, IGl-FL .-UCL_ Owncn Name & Addiesh: arc-,—r r —;A Contractor Name & Add L-akereu: -- rr ? Z37. 7 -•(' State Lltcnse Nunhcr J J _ -— 2 Con(act Person: _ L Phone fa F+x: _ :3 - aonding('nmpany:-- ddrc..r: _. __ viortgagc l ender. Address: ArchitmVEnginccr: PhOnc. —. — III Address: ..-. -- fy hat o trrk or ItIS0119DOO i, Qomneoce Application is hereby made IQ Obtain a Perm Iv nrmedo the `tormeet SUnOvdb ofsollsl+Ws rcgVlatling Icorssltrucuon in h, junsdtcbon.hI and un upf15u :a= issuance of a permit and that all work Will be perf POOLS, ist FURNACES, BOILERS, HATERS, 7A,'`'1CS. andpermitmustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, A IR CONDITIONS RS, etc. nWNFR'R AFFIDAVIT: 10,Mify that all of the foregoing information is accurate and dui all work mil bt done in cMFN r ct µids all apple:Nble Lµs rngvlsn"•B MAY , ER: FAILURE TO RECORD A NOTICF OF COMMENCEconsvucoonandzoning. WARNING TO OWNCONSULT WITH OUk YOURFAL£NC'IcA UK TViCE FOR IMPROVEMENTS TO YOUR PROPERTY. lF YOU INTEND TO 08TAfN FMANCPIG, CO. AT'rORNFYBEFORERILCORDINOYOURNOTICEOFCOMMENCEMENT, N 1 : In addition to the rcQuirtmen(s of thin permit. there may he additional restrictions applicable to this yTopersy Out rrnoy be (ouno in tnc publi; this county, and theft may be addidonul permits Mquirod knm other tovemmcnul u aha such as µ+Er munogenu h(dismctc, su to grnctes, Or icac st sgrn<:ci uirem/Of Flo da Lien Ls-, F 7I3 Aeeeptarue of permit is vcritication than I will notify the owner of of the reQ cnnLc the property -'--- Data Signatur• t of ConnacinvAgcnl Dal< ignuurc of Owner/Agent .- Ynn Csmtnclor/.( gcnt's Na Print Owncr/ Agen('s Namc n+tc . Cigr»turc Sir nl i!onu .'Ju.c Signature of NuGry•Srotr. of Flnritla fawner/ngant is •- Pctiunoity Known It) ,Mv tar eruduced II' r Pf't. 11'A1'IO\' AVVI(OVED IIV:Ilt4: -, . _- jlni(,:,I b Daw) ipcCctl Condilinns: nlnClnr/A^ fN ti `'r:r,i j lv ;mown tV N.',r„ prndvccn Ica -- tln,tizl S: sTIY P rrr Marie A. Zettlemoyer B k,': Commission9DD22138 Expires: Jul15, 2007 Bonded Thru oi'v4 Atlantic Bonding Co., Inc. Permit # • 0 - 1 '- 7 iJobAddress-32 ii Description of Work:S Historic District: CrrY OF SANFORD PERMIT APPLICATION Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Attach Proof of Ownership & Legal Description) Phone: Cn 7) Contractor Name & Addresg:- State License Number: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architeet/Engineer: Address: Contact Person: Phone: Phone: Fax: rt 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 Error to the issuance ofa permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicablc laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT MAY RESULT rN 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 ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may ad 'tional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit ' verifi " tion that I wi notify the owner of the property of the requirements of Florida Lien Law, FS 713. gn of Owner/Agent Date Signature of Contractor/Agent Date Pr\Owner/Agent's D e Sigdature bfNotary- to Florida DEBBIE BLANTON MY COMMISSION # DD 188491 a EXPIRES: February 2g5, 2007 14MO-3-NOTARY pLX%g 'picot n, . gp ly Known j0 MeL+ 1 J Vl APPLICATION APPROVED BY: Bldg: Special Conditions: i \ kv Date 1( Aa,C)o Zoning:_ Initial & Date) (Initial & Date) Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Produced ID _ Utilities: g 39oa Personally Known to Me or FD: Initial & Date) (Initial & Date) f,T 4* l yfT,e r k 1 Y CITY OF. SANFORD`BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners ofproperty when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your o' vn. contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision ofthe construction yourself. You may build or improve a one -family or two-fE . n ly residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will. presumme that. you built or substantially improved it for sale or lease, which is a violation of this exemption. You r ray not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' cornpensa.don for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, ` I, do hereby state that I am qualified and capable of performing the requested cons uction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed bylaw on the permitted structure. erBuilder Signature f Print Owner/Builder Name of N I -2,aLcJ/ Date MY COMMISSION # DD 1&8491 EXPIRES: February 25, 2007 Owner is _ Produced ID co. Vr%Z j!%LVV4 11):L4 FAA 4orr86f4N SENTRY MANAGEMENT Z 002/002 s ARCHITECTURAL REVIEW BOARD APPLICATION Please complete the application form and forward, with requested information, to the Associations property manager for processing. Please do not commence work until you receive approval of yourapplicationfromtheArchitecturalReviewBoe0lard. ck (4 Association Name Date of Application Applicant's Name Phone Number Property Address Changes to be made: ytHome Exterior Landscaping U Pool Addition 0 Recreational Equipment O Other Provide complete description of what changes will be made_ Applications must include lot survey, site plans, diagrams, color chips, material specifications, sample products, photographs and any information which will adequately describe the finished project. AlllandscapingplansmustIncludethesize, number and type of plants to be approved. W Failure to provide complete information will delay the approval p r.Cyss. NOTE: All request (must conform to all applicable zoning and building regulations and It Isthepropertyowner's responsibility to obtain all necessary permits if application is approved. THIS SECTION TO BE COMPLETED BY ARCHITECTURAL REVIEW ®QARD Request: Date Approved I d_ / Date Denied 1 BOARD MEMBER'S SIGNATURE: a COMMENTS: SUBSTANTIAL COMPLETION; Inspection Date Final Inspection Date I / SMI P-4 la00 U7/`6J/ZUU4 10:3Z FAX 4073301117 MORTGAGE PROF OF CEN FL LO002/002 s FEB-6-2002 1.0:53 FROM:GRACE ANNE CLAVIN 4076991165 T0:40' Jul-I®-04 locol FrCm-Flrst Flnanclal 5urvayara T-4ad j' F HAS wDAR YqvR MEY- C— (A-) - goV 0'0a• L' = 39L.27' C — 3a38' C-1 (A/.) d — as 47'ta• / i? = 25.00, a. a 39 1.3, C M-26. C& T4.av U2'12 "W NCF?)W 25.00' P. M MOUL lk KQp-vp'Si-r- zrmr F 4oyr 2A P9' M. nragssyl-lE K,W' Ad, b VASr EA 2000'' P. P cnra9PM 3v`1s MAIL.& rc FQ 1,42' MCC vc f ra 1/3' Avial rtaoar mwc GPM, 646C9fi 7A tA lam n rs4 a aua tn aersrws e.[. la -n®a4°Tswr wQa'at"1V -- G, wEt 1L Pd07S r) cat 1910iaTDZY tI r1iEL r a raaa"s r.ADJ?R aooa arresarmrmc rr®raro wrcartnr sss p OZI ca or araaamt easgn s® w+ rm! a+orra ea vaortacar e 0 Wit LXAWr0IWFA=CFliwwwu-A Axro rcgAu ro rr urr« p era.eea anoc ese sLapsrapaG[®rZA o tC2M 9iaAE7yKAeti O®i C p QUYT 1l'®UXAVM Ya71 s rmr+,ceE ra ra oi m®roaa< ar m.a p tLssa rwoaa.aaooa:r carurs se rarsa Hj Asrw tA rfll Fl9 r8AR.dt ,. 4r D"a rE!!'41Pr l tPa AGCOta601 i A ffi qr = AN ID l9AIfaa3dE'Lif.IdlR t YWl l tl G3r' OWMOatblL atdT ty + tom n 1EA41YitEf d omo.oraaeava sa rr oaoavtaorrwcr ra uor {Y t/wDigR O[3SL fi97fPr77lGB ALL rtcsa!lpMOUM LMAWYrgIWWAf{Ttai MYA0YIt' IV sm err aoartwoad r1a IMrso vq rosasaQr asagomciav Aa fl BafGIfCJdCaa a:>: DAMN Imac c ugr rr rma..++'maorom raw siarrrra® Lam. aa,,.cz.e Lorm s;'- w eo r a' R L or Sx LOr 12' Leger CoV=4POon Cot 139, BAKERS CROSSWO PHASE P cc=om tharouf, cm r..andwd h FY-4 Bacsdr 02 PaV, Cammurr/ fy-IVumQev;_.72000V ftn*: 0040 SLffp- E FUJq-w. Data: dfYi/'1J95 Flaod —7c ndd ww*: 7112/2004 Ccarrpletad. 7A.3',-170c Cartifiad TO: Ph8 o T_ Cgnelnrrr* .trs76n8 Ar: CafasdCrrd' Afaro Aetom4o} a' 77fla tnsuranCa' Fvnrr. Ina.; lrwM Alt tr sveersCOra Ond/or asc/gnSL. DrcyQas- ty .4ci as 325 Lusitano Kby Sgn&M Fhw4do 32771 Slrrvay Numbor, 0-1332?2 axe a a sraax FLt i 00lILiI jogWAL& IZW o amn skaazogar I ra 4sTMi3sr xs AownwAEANO f CUM rtworvebocrMy A& sa$e szs PIA- pommm" - r W. Kagi)mmmw c IlL AN , wCxMVWx MM reads RPIVJA Ka C at McorNAMW a ta-- MEFr& 4Qi%AMw 4 zolassr& f UK& jqsvfflutffffjVA1ffiI a MARYANNE MORSE' CLERK OF CIRCUIT COURT325l-usi{ono 11_ THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: P.R. Horton Inc. V6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 SEMINOLE COUNTY BK 04854 PG 1317 ._ CLERK'S # 2003096368 RECORDED 06/06/2003 110507 AM RECORDING FEES 6.00 RECORDED 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 pproperty: Lot(s) H7, 119, 131, 136, and 139 Bakers Crossing Phase 2 Plat Book , Page(s) , 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 NationalDrive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(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 in Section 713.13(1)(b), Florida Statutes: Name: Address: Ex iration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Hort , 0 by: o e awson, taut Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE 1 The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corpor tton, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid L OFFICIXEV ARYS ' T PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330. MYCOMMBSION Fxn JULY26,2006 Notary Seal 6ERIIFILD Clli's MARYANNE MORSk. CLERK OF CIRCUIT COURT OLE COUNTY. FLORIDA 1I C..FRv COUNTY OF SFMINOL[ IMPACT FEE STATEMENT ~~ ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-757,40 DATEw BUILDING PERMIT UMBER; (CITY) COUNTY NUMBER: UNIT ADDRESS f TRAFFIC ZONE: JURISDI TION: SEC: TWP: RNG: PARCEL: SUBDIVISION: ` /-J TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK. LOT: OWNER NAME: 7--`-- ADDRESSs APPLICANTAPPLICANT NAME: ADDRESS: I AlID USE CATEGORY: 001 - Single Family Detached House TYPE UGF: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHUOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE '/- $ 2,285.00 13TATEI'll ENTRECEIVED BY: / /' l/ SI8NATURE: -,`--_-_--_`,_-----_--_----_- Ft] ASE PRINT NAME) DATE: _____?__ Y_/__ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS -OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [ AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING D[PARTM[NT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND GH(DULD REFER[NCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION kermit# : 1 - _ _Date: , Job Address: Description of Work: ...a' ER Historic District: - Zoning: Value of Work: S Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _ Addition/Alteration Change of Service Tempor6y Pole . Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy C>lo.. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/Now Residential: # of Water Closets Plumbing Repair— Residential or Commercial e Occupancy Type: Residential _.//, Commercial Industrial Total Square Footage; ' Construction Type; # of Stories; l_ # of Dwelling Units:, Flood Zone: A (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: i02'-Xp t-6i Contractor Name & Address: Phone & Fax: eb--c110\ " Phone: Bonding Company: 1`44% Address: OLI 2 2 Mortgage Lender: Address: Architect/Engineer: i f, MWiwi whnV Fax Application is hmby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofspermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, eta. 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 regulatingconstructionandzoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR FAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER ORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and the& on tional u required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permn that ll notify the owner of the property ofthe require of Florida Lien w, FS 713. Signaturi ofOwnei/A#nt Date 'Signature of Contractor/Agent Data C:PNdn*t/ is Name " 4rPrintCtr/Agent's N e ,,% n a Date store of anomOFFLORiII PSSIONNO. DD134330 cCTON ISSION EXP. ULY 262006 Owneroduc is 1 1 3433 iUA Contractor/Agent is Personally Known to Me or Produc34330MY COMMISSION EXP. ULY 26 Produced iD APPLICATION APPROVED BY: Bldg: (`a Zonin . initial & Date) g Ur,lities: FD: ! Initial & Date) (initial & Date) (Initial & Date) Special Conditions: A 5 SON D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST I LOT A 1q SUBDIVISION: BAKERS GROSSING ADDRESS C"C4 c.117' BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS- 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS XUTILI?Y FORM NOTICE OF COMMENCEMENT APPEx CONTRACT jDri Ue, CeJleu o CD Limited Power Of Attorney I hearby.name and appoint: Craig Coulton and {-,-! !-!'(Eon each agent's of D.R. Horton Inc, To be my lawful attorney in fact to act forme and ply t The Building Dept. of: C.1t" n.F &3-Y)wrr For a residential permit for work to be performed at: Lot # : ' Subdivision Address: g "gj And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor d7 This foregoing Instru en was acknowledged before me this: Date:J(P) j By: Richard B. Ladd ( Contractor ) Who Is personally kn wn o me, State of Flori County of rang j Notary Public Signature OFFFICIXr NOTA EA PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD734330 MY COMMISSION 17YP TT Y1Y 26,2006 Notary Seal 1 CITY OF SANFO RD P-O. 'Box 2847 SANFORD, FL 32772 PHONE 11 (407) 330-5630 FAX 11 (407) 328-7367 APPLICATION FOR UTILITY SERVICE A(.'COUN'1' (DULL NAB) tE NAM]. SLRVICI3 ADDRESS C 14;ry MAILING ADDRESS w oZ, ZIP_ TURN ON DATE SrNGLE FAMILY RESIDENCE v' MULTI -FAMILY RESIDENCECOMMERCIAL SOCIAL Caul-Iya. W O R Kit SECURITY# HOME# 1 PL OWNER OF PROPERTY D. . I -I r,—,., r._, 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. A DATE DEPOSIT AMOUNT $' APPLICATION FEE $ . CUSTOMER# OTHER FEES $ LOCATION# LAST BILE READTOTAL $ THIS READ CSR DATE FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200'r ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: D.R. HORTON BUILDING STREET ADDRESS pnduding Apt, Unit, Suite, arxi/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXxX LUSITANA WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Descrtpbon, etc.) LOT 139, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, eta Use a Comments area, 9 necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): N' or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7, FIRM PANEL I B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of kboft) 1202890045 E 4117,95 4117M A 24.5 bi0. inorcate the source of lone tease rloca tlevabon (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) areaorOtherwise Protected Area (OPA)? Yes ® No Designation Date _ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings" Building Under Construction* Finished A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Nurser 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. 9 no diagram accurately represents the building, provide a sketch or phologr h.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a i below according to the building diagramspecified in Item C2. Statethedatum used. Ifthe datum is different from thedatum used forthe BFE in Section B, convert thedatum to thatused for the BFE. Show field measurements and datumconversion calculation. Use thespace provided or the Comments area of Sedan D or Section G, as appropriate, to document the datum conversion. Datum ConversiadComments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom door (including baserrtent orenclosure) 28. 6 tt(m) o b) Top of next higher floc WA. 1(m) o c) Bottom of lowest horizontal structural member (V zones only) WA. ft.(m) ood) Attached garage (top of slab) NIA, ft,(m) 9 woe) Lowest elevation ofmachinery andlor equipment a dservicingthebuilding (Describe in a Comments area) WA. ft (m) o f) Lowest adacent (finished) grade (LAG) NIA. zz' M o g) Highest adjacent (finished) grade (HAG) 11#) WA. 8 (m) H o h) No. ofpermanent openings (flood vents) within 1 fL above agaceit grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. cum) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 OR TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. HUUKtsb CITY STATE ZIP CODE 320 E. UTN ST E.1, ORLANDO FL 32803 SIGNATURE DATE TELEPHONE t, , )r 10/17103 (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 Insuranoe Company Use: BUDDINGSTREETADDRESS (InductingApt. Unit Suite, and/or Bldg. No.) OR P.O. ROUTEAND BOXNo. PoLy Number CITY STATE ZIP CODE Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, ORARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenllcompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE A0 AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number _(Select the building diagram most similarto the building forwhich thiscertificate is beingcompleted — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The topof the bottom floor (including basement or enclosure) of the building is _ t(m) _in.(am) above or below (check one) the highest addacernt grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6$ with openings (see page 4 the next higher flooror elevated floor (elevation b) of the building is _ t(m) —in.(crm) above the highest adjacent grade. Complete ftems C3.h and C3.i on front ofform. E4. Thetopof the platform ofmachinery and/or equipment servicing the building is _ ft (m) _in.(kxn) atxrve or below (check one the highest adacent grade. (Use natural grade, I available). E5. For Zone AO only: If no food depth number is available, is the top cf the bottom floor elevated in accordance with the community's fkmdplaln management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION Thepropertyowner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3J only), and E forZoneA (without a FEMA4ssued or corrmnity- issued BFE) or ZoneAO mustsign here. The statements in Sections A, a Q and E hre coned to tfre besto(rrny knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local officialwho is authorized by taw orordinance to administer the oonmunky'sfloodplaln management ordnance can conplete Sections A, B, C (or E), and G of this Elevatorn Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken fromotherdocumentation that hasbeen signed and embossed by a licensed surveyor, engineer, orarchitect who is authoized by state or local law to certify elevation informatim. (Inca ate 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 Zane A (without a FEMAwissued or community4ssued BFE) or Zone A0. G3. The following information (items G4G9) isprovided forcommunity floodpplan management purposes. G7. This permit has been issued fix: New Construction Substantial Improvement G8. Elevation ofas -built lowest floor (inducting basement) of the building is: G9. BFE or (in Zone AO) depth at flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS t(m) Datum: t(m) Datum: Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions PLOT PLAN DESCRIPTION: LOT 139, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 139 CONTAINS 6466 SQUARE FEET i THIS STRUCTURE CONTAINS 2379 SQUARE FEET 3 TOTAL CONCRETE 522 SQ. FT. TOTAL SOD 3565 50. FT, i 1" =30' GR PHIC SCALE 0 15 30 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MLw: 50' PREPARED FOR: D.R. HORTON TRACT 'A' I LUSITANA WAY 50' RIGHT OF WAY PT N90'00'00 E 420.00 0 0 pl a 0 0° • o° W CENTERUNE OF_/ 0 I O Tp, GOo pppSlg N RIGHT-OF-WAY 1 J Z I 35.00' t S90'00'00"E I 0- I <r OD UTILITY EASEMENT- PC D-90'00'001r 15.0' DRIVE 5.0 R=25.00 i 14.B ;.,• 0 20.07s.2' o rL=39.27 I CB=N45'00'00"E d ENCOVEREDTRANCE 0 C=35.36' g I i co W 0 1965 0 tPROPOSEDMODELoFINISHEDFLOORLOT138 ELEVATION:28.5 O g ; O O I O o I O 40.0- OO of8 Z 40.0' O N 5.0 N LOT 139 I DRAINAGE TYPE BI T4 N90'00'00"W 60, 00' in I I LOT 124 LOT 125 ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OFTHEPROPOSEDHOUSE, REFER TO HOUSE PLAN AND OPTIOPUSTFORCONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATAFURNISHEDBYCLIENTANDISFORINFORMATIONALPURPOSE: ONLY. THIS IS NOT A SURVEY THIS 1S 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 ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ONTHENORTHERLYLINEOFLOT139ASBEINGS90'00'00" E PER PLAT. FIELD DATE:) REVISED: SCALE: I" - 30 FEET APPROVED BY: SJ JOB NO, DRAWN B) ASM41859 SDO PLAN 5-22-03 SOO PLANSREVIEWED CITY OF SANFORD LEGEND BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT MOTH RIGHT OF WAY LINE POO POINT'ON BOUNDARY POI, POINT ON LINEXAX. A PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POCPROPOSEDDRAINAGEFLOWR POINT ON CURVE OOFFICIAL RECORD CONCRETE PO PLANNED DEVELOPMENT DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS PRMLAND SURVEYOR C.B. DENOTES CHORD BEARING PERMANENTREFERENCEMONUMENTPCDENOTESPOINTOFCURVATUREPCPP) PERMANENT CONTROL POINT PER PI DENOTES POINT OF INTERSECTION M) PLAT MEASURED PRC DENOTES POINT OF REVERSE CURVATURE CALC) CALCULATED PT DENOTES POINT OF TANGENCY TYP TYPICAL FNDFOUNDA/C AIR CONDITIONER C/ w CONCRETE WALK COW CONCRETE BLOCK WALL CPW SIDEWALK CONCRETE RP RADIUS POINT Ip' sscPAD R RADIUS pPpLACTTE 5BOOK CS CONCRETE SLAB NCS 0, FT. NATURAL GRADE SQUAREFEETR/W RICHiD OF NCTHWAY1. 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. 4 O K rIFDR THE FIRM R. MU CATELLO A PS &4. 2A OATSI ASM41V16M4 tW9,dw0. 9/4/ZOD•y0:27:55AM 32801- ( 407) 426-7979 0 A*1""{ , Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number Phone & Email INSTALLATION ADDRESS: 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 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 4-r• DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will. warrant the structures) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification And Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at n'oadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORT{ CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTCOVEIERELATIONSHIPOFTHEPARTIES, SHALL 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 and ' all applicable recommendations contained In literature provided by DOwEIancot1, Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), ' 2. 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 thoseyears, Inform the Customer ofta, 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. Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of tagreementforgTheSentricon er quarter (3mo period) payable on or before the end of the previous monitoring histhefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, nottoexce After. peryear, exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to ma baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood soil contact star underpiertypestructure, or as noted In "Special or Additional Comments". maintain the nrea(s) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the root or otherwise t ding water. TheCustomeralsoagreestonotifyApexofandthearea(s) baited. At no time will damage caused to an Insectinfestation, be the responsibility of Apex In areas where any (s the conditions described n this P nt- w onto, or under'. yportion(a) of the Structure(s), even by an active wood destroying. ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotalter'the Customers responsibilityand aragraphexist. Failure. ' DISCLAIMER. COMPANY DISCLAIMS ALL OTHER W under this paragraph, INCLUDING STATUTORY W WARRANTIES, MERCHANTABILITYDES, AND SPECIFICALLY DISCLAIM p IMPLIEDEXPRESS OR IMPLIED, FITNESSFORAPARTICULARPURPOSE, OR W ANTES, OF FURTHER, COMPANY HAS MADE NO AFFI WARRANTY OF WO SERVICEPROVIDEDHERERHACROFFACTORPROMISERELATINGANL DUCT CE, Customer expressly waives and rUeleaseRs an C claimsn anawuDOR AMOUNTED T'ROAUCT OR negligence, torts, personal Injury, death, violation m any statute, rule, or arbitration TO AN EXPRESS WARRANTY, arbitrationorotherlegalproceedingagainsforcompensatory, Incidental, consequential, exem laliquidated, regulations lossof use, diminution of value, economic, event shallApexbeliableforanyamountgreaterthatPunitive, pligd id by ted, he rele, or Customer special ec aldamagesIf any kind, and in no, P theservicetobeperformed, 0 . 0 SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or, sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS 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. 21 On expiration or termination of this Agreement, Apex and DowElanco. or. Its representative are Authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a, Apex wills (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of it different form of termite protection, give the Customer credit for service paid for but not yet received, (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer An effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;,($)retrieve, or advise DowEiAnco'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 oftheComponents; and; (2)etther 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 Structurc(s) Identified herein as of the date of the Initial installntion, Prior to; (I)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitielde being applied on or close tothelocationofanyStation, or; (3) soil is removed or added around the foundation, or; (4) any tampering -of baiting equipment or suppliesoccurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void thisAgreement, Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customersexpense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoldanee of damaging s;ny partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused At the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made At the Apex Corporate Headquarters located InMerrittIsland, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue Atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to Pay all costs and attorneys fees Incurred byApex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement isheldtobeInvalidorunenforceableforanyreason, 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 portalns to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or 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; (S)areas of existing damage unless areas have beenrepairedbyCustomersevidenceofreceipts. ARBITRATION. Not withstandlug any provision contained herein regarding litigation, In the event of any dispute arisinCustomeragreestosubmitthed4putetotheleastexpensiveprocedureofarbitratlonInaccordancewiththerulesandproceduresdtotcommercialarbitrAtlonoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to All'tht' provisions of the Uniform Arbitration Act As In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1,et g,,,.Thtproceedingshallbegovernedbyonearbitrator, and the location of arbitratlon 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 wllbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individunl'bstslsandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitratlon proceedln'g. ENTIRE AGREEEMENT. The service Agreement signed At the time of purchase constitutes the entire Agreement between the parties Ancnootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or After 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement sand brellevedofanyliabilityhereunderIfApexdetermines, In Its sole dlscretlon, 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 IdentitlePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to ro•Inspectfon, whether the inspection was Idenrequti tcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 oneInitial12 (twelve) month period, Customer may transfer or Assign this Agreement with a year from 1W efteetive date. After ththirty) days of the transfer of the treated Property. transfer fee payable to Apex within Trademark of DowElaneo Brevard Area 508 S PlutnosA St. Merritt Island, FL 32952 407.459*2847 800'929.2847 Orlando Arcot 7006 Stapoint Ct. #G Winterpark, FL 32792 407*858.0540 888-764*2847 Tampa/Sarasota Area 314 Faulkenburg Rd NTampa, FL 33510 813.221.2847 877.459*2847 CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 0 1. Two (2) recent boundary and building location surveys showing setbA+cks from all structures to property lines for permit for structures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include. o a. Foundation plan Indicating footor sizes for all bearing walls. Provide side view details otthoso footers with reinforcement bar replacement. o b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoko datector, location(s), landings, docks and stairs. Bathroom fixtures and distances from wails are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Coda (F.S. 553, Part S) p C. Elevations of all exterior walls, east, wort, north and south. Finish floor olovation height as per City Englnoering Department or subdivision plat. o d. Cross sections of all wall sections to be used In the structure. Boating non -bearing Inter and exterior. Show all components of wall section. o o. Framing plan for floor joists whore conventionally framed. Plan toIndicatespan, size and species ofmaterials to be used. o 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 dlntt:nsions, stringer size, methods of attachmout, placement of haudralb and guardrails. o h. Square footage table showing footagon Garages/Carports ,_:. S.F. Porch(a)/Entry(s) S.F. a Patio(s) `;,.-_S.F. Conditioned structure S.F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soll analysis and/or sold compaction report. If soils appear to be unstable or if structure to be built on 1111, a report may be requested by the Building Official or his representative. o S. Other submittal Documents: o a. Utility letter or approval when public water supply and/or sewer system counaction to be made. 0 b. Soptic tank permit to be obtained from Seminole County Health 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 rogarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERIBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made ,and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footor 2. Undorground, eloctrlcal, mechanical and plumbing 3. Foundation olavation survey 4. Slab 5. Lintel- tic boariss - columns- c0113 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10. Framing 11. Tenant Separation / flrowall 12. Insulation, walls and/or collings 13. EloctrIcal final, mechanical final and plumbing final14. Building final . 15, Other DATE SIGNATURE , By firmer or Mtnor>z Arent) 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: 3z LLk5V}p"NC ° Permitting Office: City, Stat(SPQ V--0,eb ;-lL_ t -7 3 Permit Number: Owner: ' 1...'R. { \C,)ZZX,,) Jurisdiction Number: Climate Zone: Central l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number ofunits, if multi -family 1 _ 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 0.0 112 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=1 1.0, 302.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 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, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali; 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: DATE: -------------- - _01--------- I hereby certify that this building, as designed, is in compliance with the Flod 9 OWNER/AGE?! _ DATE: Review of the plans and Iku sTAspecificationscoveredbythis 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. c0D w$ BUILDING OFFICIAL: PANS -REVIEWED_ DATE: ............ CITY--SFOR EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 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 NE 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 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 t 14 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHu) 38631.1 1.000 1.087 x 1.160 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWMaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear PE 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 PE 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 Bass 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 EnergyGaugegFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8232.8 1.000 1.078 x 1.160 x 1.00) 0.449 0.950 4392.1 5224.7 0.6274 3278.0 8232.8 1.00 1.250 0.449 0.950 4392.1 EnergyGaugeTm DCA Form 600A.2001 EnergyGaugeSMaRES2001 FLRCSB v3.2 i FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge&FlaRES2001 FLRCSB v3.2 r FORM 60OA-2001 r 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 MaximumJ 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 we 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, Penetrationsand 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 andseams Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multl-story Houses _ 606.1.AB 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. RA-99 AT411=12 00CCf?010711/C UCACl MMO L... 6 1... --6 -------J_J L.. _u ..__!------ . COMPONENTS SEC71ON 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 f 7M Shower he ds 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 P I . 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. Duds in unconditioned attics; R-6 min, insulation. 07.1 Se arate readil acc ssible manual automa icthermostat for each s stem. 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. E!: Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugegFIaRES'2001 FLRCSB v3.2 a z 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 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d Tintlother SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A Yes _ 1967 ft' c. N/A 222.0 ft' _ 0.0 ft' 0.0 ft' 0.0 W R=0.0, 202.0(p) ft _ R=3.0, 1026.0 ft' _ R=11.0, 28.0 ft' _ R=11.0, 302.0 ft' _ 13. Heating systems a. Electric Heat Pump b. N/A c. NIA 14. Hot water systems a. Electric Resistance b. N/A R=30.0, 2005.0 ft' _ 15 Sup. R=6.0, 1.0 ft _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature:_i-' Date: Address of New Hornv. I`T UL' k y City/FL Zip:' r"l Cap: 42.0 kBtu/hr _ SEER:12.00 _ Cap: 42.0 kBtu/hr HSPF:7.60 _ Cap: 50.0 gallons _ EF: 0.86 PT, NOTE: The home's estimated energy performance score is only available through the FLARES computerprogram. This is.= a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar "designation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efciency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 4 r RIGHT-J LOAD AND EQUIPMENT SUMMARY 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 Project b 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 Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction qualityFireplaces Average 0 Area (ft') Heatin 19 Cooling 1967 Volume (f:3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency Heating 7.5 HSPF input Heating output 0 Btuh Q 47°FHeatingtemprise0OF Actual heating fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat 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 Total 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 10.2 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1383 cfm Cooling air flow factor 0.057 cfm/Btuh Load sensible heat ratio 82 % 8old/ltollc values have been manualty overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WPI httSoft Right-Suh Residential"" 5.0.64 RSR26015 2002-Mar•-08 12:12:28E:\Filae\drhd.\19W1965.. Page 1 r h 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 32748-8206 Phone: (407) 831.2665 COMM 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/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0,0167 = 2. Summer infiltration load 1.1 x 105 cfm 3. Summer infiltration HTM 2081 Btuh / 260 x 18 °F Summer TD = ftZ Total window = and door area 105 cfm 2081 Btuh 8.0 Btuh/ft' Procedure C - Latent Infiltration Gain 0.68 x 43 gr/ib moist.diff. x 105 cfm = 3100 Btuh rroceaure u - equipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 BtuhSensibleloadforstructure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x Equipment sizing load - sensible = 0.98 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 8o/d/hallc values have been msnualty overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wncghtSoft RlghlSulta Residential- 5.0.54 RSR28015 2002-Mar-08 12:12:28 E:TH..Wrhorlon%198511985.w Pape 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCESTREET, 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 90 1.0 1.0 1.0 5.0 47.4 23.0 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 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 BR 4 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 wnghtSo t Right -Suite Residential"" 5.0.64 RSR26015 2002-Mar-0612:12:28Z& E:\FNes\drhorton\1965\1965.rsr Page 1 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 kNUAL J: tin to. i Name of room Entire House LIVING LAUNDRY M/BTH14ry2Lengthofexposedwall202.0 It 54.0 ft 10.0 It 6.0 It3Roomdimensions31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ftCeiingsCondit. Option 8.0 Itl heat/cool d 8.0 Itl heat/cool 8.0 ftl heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft Htg Clg fA) Htg Clg ft') Htg Clg ft2) Htg Cig 5 Gross a 14B 4.6 2.1 1248 320 0 0Exposedb12C2.9 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 0f0.0 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 0f0.0 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- 0SE/SW 47.4 126 5975 20 953 0 0 0 0South0.0 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 0c0.0 0.0 0 0 0 0 0 0 0 0 01 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 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 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: 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 0Isdispl, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 74001 2081 75 21351 600 181 512 144 0 01 0 13 Subtotal loss=6+8. +11+12 30561 8048 1334 581 Less external heating 0 0 0 0Lesstransfer000014Ductloss10OA3056100A80510133100A5815Totalloss =13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 1 600 0 017SubtotRSHgain-7+8..+12+16 22195 4644 1129 417Lessexternalcooling0000 18 Less transfer Duct gain 10°/ 0 2219 109' 0 464 10°/ 0 113 10 0 4219TotalRSHgain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 1201 Air required (cfm) 1383 1383 1 3641 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W1" Sa"tSC>t RightSufle ResidenllalTM 5.0.64 RSR26015 2002-Mar-06 12:12:28 E:\Files\drhorton\1965\1965.rsr Page 1 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 MANUALJ: tin t0. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 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 ft41CeiingsCondit. Option 8.0 ftl heat/cool 8.0 ftheaUcool 8.0 ft heaticool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft Htg Clg ft') Htg Clg fN) Htg I Clg 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 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 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"»•' e 0.0 0 0 0 0 0 0""' 0 0 f 0.0 0 0 0 0 0 0 01 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glassdoorsNE/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 10 0 0 0 0 0•"' 0 Horz 0.0 0 0 0 0 0 1 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 exposedb12C2.9 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 f0.0 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 21 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 Isdispl, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 8.0 321 911 2561 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8. +11+12 4235 1925 2890 1869 Lessexternalheating0000Lesstransfer000014Ductloss10OA423100/4 192 10 OA 289 1 00A187 15Totalloss =13+14 4658 2117 3179 2058 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 Lessexternalcooling000018 Less transfer Duct gain 10 °/ 10 271 10 0 125 10 °/ 0 160 10°/ 0 125 19TotalRSHgain=(17+18)"PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1376 1201 Air required (cfm) 192 169 87 78 131 100,- 85 78 Printout certified_ by ACCA to meet all requirements of Manual J 7th Ed. VV" SW" tsCsft Right -Suite ReWdentialTM 5.0.64 RSR26015 2002-Mar-06 12:12:28 E:\ Flles\d Norton\1985\1966.rer Page 2 4 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11 /16/98 J: tin t0. 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 ft 12.0 x 9.0 ft Ceiings Condit. Option 8.0 fll heat/cool 8.0 fti heat/cool 8.0 ft heatt od TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Cig ft') Htg Cig ft') Htg Cig W) Htg I Cig Htg Cig 5 Gross a 148 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 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 p 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 gglass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 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 ENV 0.0 0'"" 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0South0.0 0'"' 0 0•"' 0 0 0 Horz 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 2.2 286 483 634 306 519 681 108 183 240 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 0f0.0 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 0Note: 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 0forslaba0.0 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 12 Infiltration a 1 28.5 1 8.0 54 1537 4321 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 014Ductloss10584103661018 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 Dud gain 10OA'"•' 513 10 QA 383 101y, 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 1V H1tsoft Right -Suite Residential^" 5.0.64 RSR26015 2002-Mar-06 12:12:28 E:\Files\drhorton\1965N965.rsr page 3 f- Must have a nlnlnun ctaarance of Inches around the dr handler per the State Energy code. Ali duct has an r=6 Insulation value. 44 MiTek® July 24, 2003 MiTek Industries Inc 14515 North Outer Forty he, Sub 300 Chesterfield, MO 63011 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 :DR I965F art- j Builder :D.R. HORTON Location :STANDARD MODEL 1965, ELEVATION F ZOI County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. PLANS REVIEVVED CITY OF SANEORD 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. I I TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"0R1965F\a.tre" 14673734 1,"\DR1965F\a11.tre" 14673735 2,'1DR1965F\a13.tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,'1DR1965F\a17.tre" 14673738 5,'1DR1965F\a19.tre" 14673739 6," \DR1965F\a2.tre" 14673740 7,"\DR1965F\a7.tre" 14673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\ag1.tre" 14673743 10,"\DR1965F\ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,'1DR1965F\cg.tre" 14673747 14," \DR1965F\j.tre" 1 4673748 15,"\DR1965F 1.tre" 14673749 16," \DR1965F\k.tre" 1 4673750 17,"\DR1965F\l.tre" 14673751 18,"\DR1965FUn.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,"\DR1965F\s1.tre" 14673754 c • a M. 45161 ti STATE IDS gyp Rgips'''' ' AI. April 1, 2003 Vnw.xmm - ver W design parameter: and man xorss off ms AND RavaRsa sins Br"jtc um. ••••llp Design valid for use only with MRek connectors. This dedgn is based onry upon parameters shown, and is for an hdWuol building component to be tnstotled and loaded veftleally. AppkobiMy of design poiarnMers and proper Ineolpbratlon of component is responslbilly of building designer - not truss designer. Bracing shown is for lateral support of Individual web msmbels only. Additional temporary bracing to Insure slobMV during construction is the responslbikly of the erector. Addilloncl permanent bibckng of the overall structure is the iesponslbWiy of the building designer. For general guidance regording fabrication• quality conhol, storage, d•Bveiy, erection and bracing, consuR CST-ts! OumlRy Standard, DSB-89 Bracing Spselflcatlon, and HIB-91 M iTG k® Handling Installing and Brocing Recommendation available from Truss Rats InstButs, 583 D'OnoBb Drive, Madison, WI 53719. 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. ts- a` 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. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jr 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. 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 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek* s. TU PANEL CL11P FORM018,019 t+ -N/ul. ® HMR01A1R0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 1 /4 panel length(+ & from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01 M Mitek Holdings, Inc. 1 Job russ Truss Type ty y 14673734 DR1.965F A ROOF TRUSS 16 1 Job Reference (o tionaU s e t o n mitres, nc. on ar age i1 0 7-13 13.6-10 20.0.0 26-" i 32-10.13 i 40-0.0 41 o v 1.0.0 7-1-3 6-" 6-5-e 6-5-6 6.5-6 7-1.3 1-0-0 Scale - 1:68.6 5.00 12 5x6 _ 5 5xe ll 5x6 4 6 2x4 -N 2x4 /i 3 7 2 8 1 8 Id 3x8 = 14 13 12 1110 3x8 = 3x4 = 3x6 = 3x8 = 3x4 3x6 = 103.14 } 20.0-0 29-8-2 40-0-0 i 10.3-14 9-8-2 9.6-2 103-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defy 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 W8 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. SOT 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 REACT11 NS (lb/size) 2 =1951 /0-8-0, 8=195110-8.0 Max Horz 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 FSC2001; 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 Ib uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic.#451 '. MiTek industies, Inc. 14515 North Outer Forty Drlv Suite 300 Chesterfield, MO, 63017 Cert.i# 6634 Q WARNING - Ver{/jt detifyn;panameters and R&W NW79D9 ON TWS ANDR6 VERSE SWfsBZPOJtfC US& sstsshsar Design valid lot use only with Mltek connectors, This design Is based only upon parameters shown, and k lot an Individual building component to be Installed and loaded vertically. App cablNty of design parameters and popes Ineoipoiatlon of component Is iespon"y of building deslgnet - not ttuss denlgnei. Bracing shown is lot loteial support of Individual web membeis only. Additional tempotary btacing to Insure stability duiing construction k the tesponsibiltly of the erector.: Additional permanent b4cing of the overall shucluie k the mspombil y of the building deslgnet. Pot gsnstal guidance tegatdkng labiioatlon, quality conliol, storage, delivery, inection and biockng, consult OST-88 Quality Standard, DSI.89 tracing specification, and HIS-91 MiTek® Handling InslalllnaandSMpracRecommendationavailablehomTrussPlateInstitute, 683 D'Onofib Drive, Madison, WI53719. 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., For 4 x 2 orientation, locate plates 1 /e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal rater to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING 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. 001, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA 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 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. El MiTek® C7 PfUEL TM CLIP two-hr+ Cal . HYDRChAIN 0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated cumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load defection. 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 puffins 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 Mifek Holdings, Inc. ob russ Truss Type ty y 14673735 1341965f A11 ROOF TRUSS 1 1 Job Reference (o tional s Feb on Mar age 11:" 5-9-14 It-" 1 17-0.0 23-0-0 29.0.0 34.2-2 40-0-0 jl:g- i 1-0-0 5-9-14 62.2 6-" 6-0-0 6.0-0 6-2-2 5.9-14 1.0-0 Scale = 1:69.8 5x6 — 6x8 5xe = 3x4 = 5.00 12 4 5 6 7 2x4 2x4 3 8 44 9 1 101; 2 :: o 9 3x8 — 15 14 13 12 11 Us 4x6 = 30 = 3xe = Us = Us = 1 f -" + 20-0-0 29-0-0 40-0-0 i I f -" 9-0-0 9-0-0 1 ".0 Ste Offsets - - : - - - 3 - - - - - - - - - - : - - e LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/deft 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 1 st LC LL Min I/dell = 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 REACTIQNS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8.0 Max Horz 2=114(load case 4) Max Uplift2 = -763(load case 2), 9=-763(load case 3) FORCES (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, 14-16-3798, 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; 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 Iby 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. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNINO - Ver(fj1 design pamnsatem and READ NOTES ON TMB AND IW VERSB S= BEFORE EISM Mass • Design valid loi use only with MI ek eannectofs. ThN design Is based only upon parameter drown, and It fof an Individual building component to be Installed and loaded vertbOBy. Applicability of design patameteis and pfopef Incotporotkon of component Is iesponslblitty of building designer - not hue designer. Bracing shown Is for lateral support of Individual web member only. Additional temporary biockig to insure stability duilog oonshuction It the iesponsibillty of the erector. Additional permanent WacMg of the ovefdl structure Is the issponslDWfy of the building designer. For general guidance iegoiding tabrlaatbn, quality contiol, stoiage, delivery. *faction and bracing, consult QST•88 Quality Standard, DSB-89 Bracing SpecRlcatlon, and NIB•91 MHandlingInstallinaandBrochqRecommendationavailablefromMTiussPlateknute, 563 D'Onotdo Dilve, Modkon, WI53719. iTek® 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. O a: For 4 x 2 orientation, locate 0 plates/s" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Lumbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE 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. ICBO 1591, 1329, 4922 SBCCI 87206. 86217, 9190 BEARING VnA FoaM018,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Is! 0 MiTek° OfYAWO-A/A® TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or after 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 russ Truss Type ty y 14673736 DF11965F A13 ROOF TRUSS 1 1 Job Reference to tionaU s e r e industries, nc. on Mar 31 14:31:47age 11:2:9 6-9-14 1 13-0-0 I 17.8-0 i 22-" I 27-0-0 I 33.2.2 1 40-0.0 41 -0 1-0-0 6-9-14 6-2-2 4.8-0 4-8-0 4-e-0 6-2-2 6.9.14 1.0.0 Scale - 1:69.8 5x6 = 2x4 II 30 = 5x6 4 5 6 7 5.00 12 2x4 \\ 2x4 3 8 1 2 9 10Id 3x8 = 16 15 14 13 12 11 3x8 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 9.1-14 174.0 22.4-0 30.10-2 40-0.0 9.1.14 8.8.2 4-8-0 B-6-2 9-1-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 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 1st LC LL Min I/deft = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5.10 oc bracing. WEBS " 2 X 4 SYP No.3 REACTIQNS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8.0 Max Horz 2 =131 goad case 4) Max Uplift2=-735(load case 4), 9=-735(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORD1-2 =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 SOT 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 Iby 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.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 4&WARNING - V*rW deatyn pananwtere and RZAD NOTES ONT'BIB AND R6 VBJtSX SM BZFORB EM. Design valid for use only with MiTek connector. This design Is based only upon parornoters shown, and Is to an IndMdual butding component to be Instated and loaded vertically. Applicability of dmbgn paranreten and propel hcwpotatlon of component It responsibltty or butding designer - not buss designer. Siccing shown is tot loteral support of Individual web members only. Additional temporary bracing to Insure stability dunhg construction Is the responsibltly of the omcfa. Additional permanent brbih of the overall structure is the respondbBtly of the buBdhg designer. For general guidance regarding lobrlcatlon, quality conhol, aaags. delivery, 6toctlon and biochg. consull OST-08 Quality aandad. OSI.89 Brachg speoftahw% and NIB-91 MiTek® Handling InstaRhp and BlngraeRecommendation ovatabm Tr le IsomPlot* hsttut*, 5S3 D'Onohlo Drtve, Madison, WI 63719. 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. All 0 For 4 x 2 orientation, locate 0 plates IA" 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-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required Ite continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Vn Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N El MiTeke AGeneral Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane i at joint locations, a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 © 1993 Mitek Holdings, Inc. CLIP FORM018,019 Job Truss Truss Type Qty Ply D R HORTON 14673737 DR1965F A15 ROOF TRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1 1-0 Q 7-9-14 i 15-0-0 20-0-0 250-0 F 32-2-2 4UP0 J1 0 p 1-0-0 7.9-14 7.2-2 5-0-0 5-" 7-2-2 7.9.14 1-M Sorts • 1:88.5 5x8 = 2 4 II 6>t8 = 5.00 ri2 4 5 5 Sty i 5A 3 d 2 5 9IdyyO1 axe = 14 13 12 11 10 3x5 = 394 = 3.6 = 3.8 = 34 = 30 10314 20-0-0 29-8-2 4G-" 10314 9-0-2 "-2 10-3-14 Plate Offsets MY): 2:0-4-2 0-1-8 3:0-3-0 0-3-0 4:0-3-0 0-2-4 6:0-M 0-2-4 ;0-3-00-3-08:0-4-2 0-1-8 LOADING ( psi) SPACING 2-0.0 CSI DEFL in (loc) Udell 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 BOLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed. 13 2 X 4 SYP No.1 D, 7-9 2 X 4SYP No.1 DBOT CHORD Rigid ceiling directly applied or 53.7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1951/0411.0, 8-1951/0-8-0 Max Holz 2=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, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2867, 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=5.0psf; 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.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. # 6634 A, WARMNG - Verw design parts, oors and READNOTEB oil Tivi8 AND xzm&Rw dawn Bd pmw USR. Design valid tot use only with MiTek connection. Thk design It based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vedicolly. Applicability of design parameters and proper Incoipotatlon or component k responsibilly of building deslgnel - not loss deslgnet. Btocing shown Is fa loterol support of Individual web members only. Additional tempaary bracing to Insure stability during congrucllon Is the tesponsib5lty of the erector. Additional permanent bdscing of the ovetall shucture k the reeponsB3Mlty of the building designet. Pot general guidance regarding tabricatlon, quality control, stotage, delivery, etetctlon and btacing, consull CST-68 Quality Randard, DSS-89 Bracing Specification. and HIS-91 MiTek® HandlinghnstaltinaandBracinghmtrRecommendationavailableOussPlateInstitute, US D'Onohio DtNd e, MokomWI53719. 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. For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4perpendicular 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. Numbering System J2 J3 J4 TOP CHORDS C7 C7 WEBS J5 Q o_ o Cr U O CL U pF- d ce c FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TC617.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N 14! e MTek® PANEL TM cUP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 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. FORMOi8, 019 Job russ uss ype ty yDR1965F14673738 A17 JRrOOF TRUSS 1 1 Job Reference (o tionat sFebr e Industries, ne. on ar age 0-0-Q 6-1-3 11.6.10 i 17-0.0 i 23.0.0 28-" 33-10-13 40.0.0 1 O Q 1-" 6-1.3 55-6 5-" 6-0-0 55.6 5-55 6-141 1-0.0 Scale = 1:69.8 5xe 5x8 = 5.00 FI2 5 6 3x4 3x4 4 7 5x6 % 54 3 g 21 9 10 — I US = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = Us = 3x4 US = 8.4-11 17.0.0 23.0.0 31-75 40.0-0 8.4-11 8-75 6-" 8-75 84-11 Plate Onsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell 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 REACTIQNS (lb/Size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Harz 2 =165(load case 4) Max Uplift2=-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 SOT 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 FSC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS,gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 ' MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - VtrW design parwmtws and READ MOMS ON TIIIS AND REVERSE SM BSPOM US& =o=o Design valid for use only with Mrtsk connectors. Thk deflgn Is based only upon parameter drown, and in to an Individual building component to be Installed and boded vertically. Applicability of dalpn parameter and propel howpoation of component It responsibility of building designm - not truss designer. Bracing shown Is to lateral support of Individual web members only. Additional temporary brocing to Insure stablIlly during construction Is the responslbllsy of the erector. Additional permanent brarchg of the overal dructure Is the responsbisty of the bullding designer. For general guidance regarding lobrlootion, quality oonbol. storage, desvery, erection and bracing, consul! QST-H Quality Standard. DSB-89 Bracing specification, and $III-91 M iTek® Handling installlna and Hoeft Recommendation avalioble hom Truss Plate Institute, 583 D'Onoeio Drive, Madison, WI 63719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0110, t3/, * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and I . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachac3 other. o o VgEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q joint and embed fully. Avoid knots and wane plates /8" from outside edge of 0 o at joint locations. truss and vertical web. 0 a 4. Unless otherwise noted, locate chord splices I/4cec 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 formal refer to the MITek/Gang-Nail 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 2112 FORM018,019 Indicates location of joints at which bearings (supports) occur, WISC/DILHR 870040-N, 930013-N, 910080-N QWWO-wan. (ID MTek® HYIIROAlR PANEL TM CUP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead food 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. 1 M Mitek Holdings, Inc. oI ruse Truss Type ty y RHORTON 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference to tionap AUrjU-SPA 1, , sFebt eindustries, nc. on Mat 31 : : age 1 oQ e-e-3 12-10-10 I 19-0.0 i 21-0.0 27-1-6 33.2-13 40-0.0 4100 1.0-0 6-" 6-" 6.1.6 2.0-0 6-" 6-1.6 6.9-3 1-0-0 Scale + 1:71.2 Sx6 = 5x6 = 00 12 5 6 30 3x4 4 7 5x8 % 5x6 3 6 m 2 9 101d1 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x8 = 3x4 = 3x4 = 3x6 = 3x4 = 94-14 19-0-0 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 (Ioc) I/deft 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(TIJ 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11.1 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(load case 4) Max Uplift 2 - -801 (load case 4), 9=-801(load case 5) FORCES (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 OOL=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.#451 I 1 MiTek Industies, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 Cert.#6634 AwAnmm - ver m dwaton parameter and min "rzs ON rats AND dilsv6M1= xws f)Jrom use. Isw Design valid lot use only with Molt conneclots. this design k based only upon patameters drown, and Is lot an Individual bu6dhg component to be Installed and boded vertically. Applicability of detilgrt paromstets and proper Incorporation of component k tesponslW6ly of bu6ditrg deslgnet - not truss designer. Btachg shown k lot latetal support of Individual web members only. Additional temporary btockp to Insure stability durhg condtuctbn It the tesponsib6ity of the erectot. Additional permon*nt bibohg of the Overall dructuts k the tetpontlD6ity of the building deslgnet. rot gsnetol guidance regatdhg tobrbatbn. QuaMy conhol, storage, delivery, weotbn and bracing, consull Q6148 Quality Standard, OSt-89 Bracing SpecMloatlon, and HIS-91 MiTek® Handling Instol5ra npandtcingRecommendation available Itom Truss Plate Institute, $83 D'Onohb Drive, Madison, W 153719. Symbols PLATE LOCATION AND ORIENTATION 0210, is/,4 * Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates I/e" 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-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required oe continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. PORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1691, 1329, 4922 87206, 86217, 9190 870040-N,930013-N,910080-N Et MiTe e OfYDRl7-AIR 0 General Satiety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, site and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and site, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Boftom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiffng is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, nTM, erection and installation of trusses. PANEL C 1993 Mi#ek Holdings, Inc. ob Truss Truss ype ty y 14673740 DR.1965F A2 ROOF TRUSS 2 1 Job Reference (o tional) s e i e ustnes, nc. on Mar age 11.2 7-4.14 14-2-0 1 20-" F 23-0-0 I 26.5.E I 33.10.13 40.0.0 91-0p 1-0.0 7-4-14 6-9.2 5-10-0 3-" 5 5 8 5" 6-1-3 Scale = 1:69.8 5xe = 5.00 52 5 4x8 2x4 11 e 4 3x4 7 5x6 sxs 3 US= 165x12 = 8 6x8 = R e 2 9 101 1 3x6 = 19 18 14 13 12 11 US = 3x4 = 2x4 11 20 11 5x6 = 2x4 II 7.4-14 14-2-0 20-" 23.0-0 28.5.8 33-10-13 40-" 7-4-14 6-9.2 6.4-0 2-8.0 5.5.8 5.5.6 6.1.3 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(li -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 1st LC LL Min I/deft = 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 Z=190(load case 4) Max Uplift2=-3950oad case 41, 16=-8290oad case 4, 9=-490(lo8d case 5) Max Grav 2=797(load case 61, 16=2456(load case 1), 9=877(load case 7) FORCES(Ib) • 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 SOT 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 (by 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 CASES) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 AWVARMNG - VerW detriprs pamn ettrs and RVAD NOMB ON T11M AND REVOM SWX BJWOR6 EM. *mow® Design void for use only with Mrtek connectors. This design Is bated only upon parametets shown, and Is to an Individual bulding component to be Instated and boded verllcaNy. ApplcabMyof dedpn parameters and propet Inowpoiallon of component is rsaponslblty, of building designer -riot truss designer. Bracing shown Is lot lotstal support of Individual web members only. Additional temporary brackq to Insure stability duiing condructbn Is the respon"y of the :rector. Additional pstrrrahsnt bibokrg of the ovsial structure is the responslbOy of the building designer. Foe general guidance tegarding tobrbatlon, quality connot storage, delivery, erection and btacktg, consul osT-el Quality sla+dard. 01111-89 lraoing spectlloatlork and nil-91 MiTek® Handling Inslaltrta and Bracing Recommendation available bom Trust flats Instlute, 593 D'Onoklo Drlve, Modkon, W153719. 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. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mirek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING 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 0$ 01 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870044-N, 93M13-N, 910080-N s M!Tek* PANEL T CLIP FORM018,019 cie+u-tWt. ® NYOiQt. AGeneraal 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. Puce plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 tt. spacing, or less, 9 no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or after truss member or plate without prior approval of a professional engineer. ` 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Ob Truss ruse ype ty y HORTON— DR4965F A7 ROOF TRUSS 1 2 14673741 Job Reference to tional) s e e n ustnes, nC, on ar age 11-0-9 3-9-14 I 7-" 13-6-14 20-" 26-52 F 33-0-0 I 36.2-2 1 40-0-0 i11 1-0-0 3.9-14 3-2-2 6.6.14 65-2 65-2 8.6.14 3-2-2 3-9-14 1-0-0 Scale = 1:69.8 8x8 = 6xe = 5 00 12 4x6 = 7x8 = 4x8 = 4 5 6 7 8 2x4 2x4 i 3 9 1 2 10Eli11I' E g 3x8 = 16 15 14 13 12 3x8 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-0.0 13-6-14 20-0-0 265.2 33-0-0 40.0.0 7-" 6-6.14 6-5-2 65-2 66-14 7.0-0 Plate Offsets , : , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 > 653 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WS 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *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. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4`SYP No. 1DWEBS2X4SYP'No.3 REACTIONS (lb/size) 2 - 3875/0-8-0, 10 = 3875/0-8-0 Max Horz 2=-79(load case 5) Max Uplift 2=-2028(1oad case 2), 10 = -2028(load case 31 FORCES (Ib) - First Load Case Only TOP CHORD1-2-29, 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 IOd 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. 51 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) Standard1) 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 hb) Junaidie Bud man, Lic. #4511 i 1 Vert: 16=-603.2 12=- 603.2 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 Q WARMNO - VerW dev4n paraewrters and READ NOTES ONTHM AND REVERSB KM BEFORE V8fs. ersrrsns Design valid tot use only with Mlfek connectors. This design k based only upon parameter shown, and k tot an Individual building component to be Installed and boded vertically. Applicability, of design parameters and proper Ineorporatlon of component Is iespon"y of building designer - not hues designer. Brocing shown Is for loteral support of Individual web member only. Addllbnal temporary bracMp to Insure stability durhg construction Is the responslblkty of the erector. Additional permonent tAcing of the overaO structure Is the responslbOy of the building designer. For general guidance regording tabrlcotbn, quality conhol, storage, dellvery, erection and bracing, consua OST-88 Quality Standard, DSO-89 OrceN SpoeMeatkx% and tt1S•91 M iTek 14ondttng Installing and BracingRecommendationavailableIromTrussPlateInsilfute, US D'Onoeb Drive, Madison, W I $3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property to-- 134 * Center plate on joint unless damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 9.. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. O WEBS . J5 a 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of o a at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords acespi' i14at panel length('- 6" from adjacent joint.) ce C, C6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Miiek/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. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 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 chards 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 withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. M[Teke OD 15. Care should be exercised in handling, CAP erection and installation of trusses. O 1"3 Mitek Holdings, Inc. FORM016.019 Jlob russ Truss Type ty y 14673742 DR9965F A9 ROOF TRUSS 1 1 Job Reference (optional) b.000 s Feb 15 ow mi rek Industries, Inc.. on Mar age 1-0-0 4-9-14 i 9-0-0 i 14-0.0 20-0-0 26-8.0 31-0.0 35.2-2 i 40.0-0 41-0.0 1-0-0 4-9.14 4-2-2 5-6-0 5-6-0 5.8.0 5.8-0 4-2.2 4.9-14 1-" scale = t:e9.e 5x6 — US = 3x4 = 5x6 = 3x4 = 5.00 12 4 5 6 7 a 2x4 ; 3 9ZX2x4 a 2 10 11ta1 Us = 17 16 15 14 13 12 3x8 axe = 06 = 3x4 = 3x4 = 4x6 = 3x8 9-0.0 16-4-0 23.8-0 31.0.0 40-0.0i 9-0-0 7-4-0 7-4-0 7-4-0 9-" Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFLin floc) I/deft 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 8C 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 1st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4.SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. SOT 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 Uplift 2=-791(load case 2), 10=-791(load case 3) FORCES ( lb) - 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 11 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 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASEIS) Standard Junaidie Budiman. Lic.#451 i i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cart.# 6634 WMU r VG - verW deefpn parameters and READ Notes ON TWS AND REvaRse SWZ BZ"RX EM. ••• Design vald for use only with MiTek connectors. This design N based only upon parameters grown, and Is to an Individual building component to be Installed and boded vettbaly. Applicability of design parameter and ptopet Incorporation of component Is iesponsbllty, of building designer - not Truss designer, Bracing shown Is fat lateral support of Individual web membets only. Additional temporary, braehg to Insure slablity dutkng oonshualbn Is the msponsibulty of the erects. AddRlxnal peimanent bracing of the ovetal structure Is the responsbllly of the building designet. For general guidance tegaiding tobtbotlon, quality conhol. stotage, delvery, election and bracing, consult OST-68 Quality Standard. DSS-89 tracing specification, and 113-91 Hondlina Installing and timewo Recommendation available from Dun Plate Institute, 503 D'Onollo Dtive. Madison, WI $3719. MiTek® Symbols PLATE, LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. a For 4 x 2 orientation, locate O plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 1 continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N a El M ifek OfM0O AW0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ff. 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, TY erection and installation of trusses. CV O 1993 Mitek Holdings, Inc. 7JC,b ruse Truss Type Oty y 14673743 DR4965F AG1 ROOF TRUSS 1 1 Job Reference (o tionall sFebi e Industries, nc. on Mar age 11:94 7-" 1 14-9-0 F 20-0-0 1 23-0-0 + 28b6 33.10.13 1 40-0-0 jlD:p 1.0-0 7-6-0 7-M 6-3-0 3-0-0 5-5.6 5-" 6-1-3 1.)-0 Scale = 1:69.8 US = 5.00 52 5 4x8 6 4 3x4 -- 5x8 i 7 TI 11 5x6 3 7 16 5x1 8 7 1 = 4x6 1 2 ,h 3 II 9 109I$ Sx6o = 3x6 18 14 13 12 11 3x6 2.50 12 54 7-6-0 14-5-12 14F-0 20.4-0 28.5.6 33-10-13 40-" I-23-" 1i i i 7.6.0 6.11-12 0-34 5-7-0 2-6-0 5-" 55-6 6-1-3 ate offsets - 2 .. ,.. - _ - , _ , - : _ - LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LU 0.10 19 > 999 M1120 2491190 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(TL) 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,213 '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 Nq.3 REACTIONS (Ib/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(load case 4), 18=-407(load case 4), 16--537(load case 5), 9=-5020oad case 5) Max Grav 2 = 7330oad case 61, 18 = 829(load case 6), 16 =1743(Ioad case 1), 9 = 880(load case 7) FORCES 0b - 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, 11-12=1106, 9-11 =1110 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=5.0psf; 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) All plates are 2x4 M1120 unless otherwise indicated. 5) 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. #4511 i1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Ver( y d+rriBrs pamsssetw* and R&W NOTES ON TJUS AND JWVWM ZWZ 89POR6 V=- Design valid lot use only with Mifek connectors. This design is based only upon parameter shown, and k for an Individual building component to be Installed and loaded verticaly. App ooblilly of design parameters and proper Incaporatlon of component Is iespondbilly of building designer - not hues designet. Bracing shown Is for lateral tuppoit of Individual web members only. Addlbnal temporary bracing to Insure dablty during condruction Is the responsibility of the erector, Additional permanent brbckng of the overal shucture Is the responsbllty of the building designer. For general guidance regarding tobilcation, quality control, stotage, delvery. btectlon and bracing, consul OST-88 Quality Standard, DSB-89 Bracing Speclllcatlon, and HIS-91 Handling Installna and Bracing Recommendation ovaloble horn Trues Plate Institute, 383 D'Onohka Drive, Madison, WI53719. MiTek Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular pkrting format refer to the Mitek/Gang-Nall Jolnt/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 Wn Indicates location of joints at which bearings (supports) occur. a Q 0 r U 0- 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTINS AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RISHT. 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 Is! 0 M!Tek® TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, N no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. FORM018,019 Job russ Truss Type ty y 14673744 DR4965F AG2 ROOF TRUSS 1 1 Job Reference to tional) sFebt o Industries, nc. on Mar age r-0-0I 7.64) _ 1 14-94) 1 16-7-3 22-" i23-0.01 1-0.0 7-6-0 7--0 1-10-3 54-13 1-0-0 4xe I I Scale = 1:45.1 6 20 II 21K4 II 5 7 5xe 9 I7 2x4 11 2x4 11 2z4 11 3x10 3x4 = 11 5.00 12 3 4 II 9 1 = 2x4 11 I I I d 2 1 2x4 II = 2x4 112x411 2x4 11 3x4 10 2.50 12 2x4 11 22.0-0 7S0 14-6-12 149-0 20-4-0 2W 7-64) 7-0-12 0-2.4 5.7-0 i 0.4-0 1-4-0 Plate Offsets - - - - : - LOADING (psf) SPACING 2-0-0 CSI DEFL in (IoC) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LU 0.10 11 >999 MR20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TU -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 1 st LC LL Min I/defl = 360 Weight: 1341b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D `Except' SOT 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=3540oad case 4) Max Uplift2=-3080oad case 4), 10=-514(1oad case 4), 7=-218(load case 5) Max Grav 2 = 735(1oad case 6), 10 =1081(load case 1), 7 = 405(1oad case 7) FORCES (lb) - 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 SOT 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 Ib uplift at joint 2, 514 lb 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 atjoint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert. #6634 wAdzJlrt*NO • VW-W design panametwsr and i? ZAD NOT158 ONTWS AND A BVZRW SMS 9R;MRK 1110. Design valld for use only with Mllek connectors. This design k based only upon potometets shown, and Is for an Individual building component to be Installed and loaded vedlcaRy. Applicability of design parametersand proper Inowporation of component is responsksNMy of building despnet - not buss designer. Bracing shown is for bteral support of Individual web members only. Additional tempotary brocIng to Insure stability during construction Is the responslblllty of the erector. Additional permanent btbrcing of the overall structure Is the iesponsioNlty of the building designer. For general guidance regarding tobrkdtbn, quality conhol, storage, deMeiy, erection and bracing, consult OST-ell Quality Standard, DSS-SO Bracing Specification, and HIS-91 M iTek Handling Installing and Bracing Recommendation avolm oblefroTrussPlate Institute. 593 D'Onottio Drive, Madison, w153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 * 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 F „ J2 J3 J4 TOP CHORDS owner and all other interested parties.. a c3 2. Cut members to bear tightly against each other. o o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate' 0 Cr O joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U a at joint locations. truss and vertical web, a 4. Un1ess otherwise noted, locate chord splices ca C, o at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. For tabular plating format refer to the Mffek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING WnA Indicates location of joints at which bearings (supports) occur. FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 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 Na MiTeke TM PANEL CLIPHYA) RO- INO 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. 04 1993 Mitek Holdings, Inc. Job russ russ ype ty y 6R4965F 14673745 B ROOF TRUSS 1 1 Job Reference to tional) sFebi e Industries, no. on Mar age 1-" 5.3-14 10.0.0 14-8-2 20-0-0 21-0.0 1-0-0 53.14 4-8-2 4.8-2 53-14 1-0.0 Scale - 1:36.0 4x8 = 4 6.00 12 2x4 ,: 2x4 3 5 2 6 if 7 + a 3x4 = 8 3x4 = Sx8 = 10-0-0 20-0-0 10.0.0 10-" Plate Offsets ,. : 1 - - , - , -18:0-4-0,G-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell 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 1 st LC LL Min I/defl = 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 6), 2--442(load case 4) FORCES (Ib) - 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. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joints) 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.J/451 I V MiTek Industies, Inc. 14515 North Outer Forty DrivSuite 300 Chesterfield, MO, 63017 Cert. if6634 wm lNO - V.,w d s4n paranwwrm and READ NOTES ONTHIs AND REVERSE am BEFORE I/sE. Design valid low use only with Malt connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vettlaaly, Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional Iemporary bracing to Insure stablilly during construction Is the responsibility of the erector. Additional permanent bibohg of the overall structure Is the responsibiity of the building designer. For general guidance regarding fabrication, quaRly controt sforage, delivery, erection and biacing, consult OST-60 Ouatty Standard, DSI.89 Vacing Speeftatlon, and HIB-91 MiTek® IrandiftInstalltnaandtracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onofrio Drive, Madison, WI 63719. r Symbols PLATE LOCATION AND ORIENTATION 12/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate 3: plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular pkfftng format rotor to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 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 FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N i 1 M TekO PANEL TM CLIP MYQRD,AIR0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, N no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. ; 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Hollings, Inc. Job russ Truss ype ty y 14673746 DRJ965F BG ROOF TRUSS 1 1 Job Reference (o tiona0 s e r e n ustnes, no. on Mar age 1 0 0 5.3-14 100-0 14-8-2 20-" 21-" 1.0-0 5314 4-8-2 4-8-2 53-14 1-0-0 Scale = 1:36.0 4x8 = 4 2x4 11 2x4 11 5.00 12 3x4 y 3x4 2x4 11 3 5 2x4 11 25 II a II 26 2 M 171 II 6 i' 7 I$ 27 2x4 11 10 2x4 11 2x4 11 9 2x4 11 8 2x4 11 283x4 = 3x4 — 2x4 I I 7x8 = 2x4 11 2x4 11 5-3.14 10.0.0 14-8-2 l 20-0.0 53-14 4-8-2 4-8-2 53-14 Plate Offsets , :19:0-4-0,0-4-81 LOADING (psf) SPACING 2.0-0 CSI DEFL in (Ioc) I/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) 1 st LC ILL Min I/defl = 360 Weight: 124 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) 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 REACT16NS (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=-3730oad case 4 FORCES Ilb) - 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 8; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) 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.O1b up at 18-0-0, and 15.71b down and 10.O1b 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, Lie. #451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARMNO - Verde design pwrarnetere and R&W NOTE8 ON THIS AND RBVERSE SWE BJWORa USE. WIND Design valid for use only with MRek connectors. this design It based only upon parameters shown, and Is for an IndMduol building component to be Installed and loaded vertically. Applicability of design parameters and proper Inewpoation of component Is responsbaty of building designer - not truss designer. Bracing shown Is forlateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbtlfy of the ereotoi. Adgltbrwl permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-aa Quality Standard, DSI.89 Bracing Specification, and HIN-91 MiTek® horsing Recommendation available from Truss Institute, 593 D'Onoeio Drive, Madison, WI53719. Handling Installlnp and hePlate 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„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabor plating format rotor to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING 9n Indicates location of joints at which bearings (supports) occur. OR Numbering System J2 J3 J4 TOP CHORDS c2 z 11,_ cr 0 0 U OO O BOTTOM CHORDS Jt J6 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N G El MITeke PANEL TM CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 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. - I M M tek Holdings, Inc. FORN018,019 ob russ Truss ype ty y DR HORTON 14673747 DR4965F CG SCISSORS 1 1 Job Reference to tional) s e t e n ustnea, nc. on Mail 31 14:31:57age 1-0-0 4.0.15 7.8.0 10-11-1 16-" 1640-0 1-0-0 4.0.15 3.5.1 3.5.1 4-0-15 Scale 1:28.4 US = 4 5. Do 12 2x4 = 2x4 = 3 5 8 2 5x8 8 1 7 Ig 2.50 12 3x4 = 3x4 = 7-6.0 15.0.0I 7-6.0 7-6.0 Plate Offsets, - - _ [6:0-1-11,0-0-71 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 1 at 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 pudins. 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--340fload case 5) FORCES (lb) - 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; If =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 Sudiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 WARNING - verW dear(gn parameters and ROAD NOTES ON THIS AND RevzR= woz HZPORE USz. Design valid for use only with M170 connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and Waded verticolly. Applicability of design parameters and proper Incorporation of component is responsibli of building designer - not truss designer. Bracing shown Is tot loteral support of Individual web members only, Additional temporary bracing to Insure stabWty during condwctlon is the responsibility of the warctot. Additional permanent bi4cing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, staage, deNvery, erection and bracing, consull GST-88 Quality Standard, DSI.89 Srocing Specification, and HIS-91 MiTek® ssuss Plater Instnute, 593 D'OnoftW Drive, Madison, W163719. Handling Installing and Sraalng Recommendation avalloble hTru Symbols PLATE LOCATION AND ORIENTATION 0110- 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates r/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-NoN 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 Vn Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c cs WEBS 4 J5 o_ o 3N. U an O a h O U I- a oceC? BOTTOM CHORDS J1 JS J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 MTek® PANEL TM CLIP wrr-nw ® HYDRD,A// AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. ` 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 14673748 DR4965F J ROOF TRUSS 14 1 Job Reference to tionaq sFebr e Industries, nc. on Mar age 1-0-0 700 3 Scale = 1:17.7 5.00 52 2 4 2x4 7.0.0 i 7.0.0 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 VertILL) 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) 1 st 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. SOT CHORD 2 X 4 SYP Nu.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REAC11ONS (lb/size) 3 = 234/Mechanical, 2 = 424/0-8-0, 4 = 66/Mechanical Max Harz 2=1188(load case 5) Max Uplift3 = -213(load case 5), 2--138(load case 4) FORCES~ (Ib) - 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; If =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 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASEIS Standard Junaidie Sudiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. /16634 WARNING - VerW doolyrt paranWstre and READ NOTES ON TWO AND R MMU S S MWORX USE. vnns!® Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verilooly. Applicability of design patornetws and proper Incorporation of component is iesponsRNAty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stoblMV during conshuctbn b the responsibility of the erector. Additional permanent brLcing of the overall structwe Is the responsibility of the building designer. For general guidance regarding fabrication, quailly control storage, delivery, erection and bracing, consufi OST-68 Quality Standard, DSI.89 gracing Specification, and HID-91 M iTek Handling installlna and gracing Recommendallon available from Truss Plate Instfiute, 583 D'Onoalo Drive, Madison, Wi 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For,4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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 Vn-4 Indicates location of joints at which bearings (supports) occur, 0 cc O v a O 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 FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N s G El MTek® M lir MRO-Aua0 4AGeneral Safety Notes Failure to Follow Could Cause Properly 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 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. PTM CUP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and Installation of trusses. 1M Mitek Holdings, Inc. FORPM18, 019 Job Truss Truss Type City Ply D R HORTON 14673749 VR11965F J1 MONO TRUSS 10 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 1 1 t-o-0 t-0•o t-0.0 t-0.0 scsis • 1:5.5 2 5.OD 12 1 4 t00 2.4 = 1-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/clef! PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) rt/a - n/a M1120 2491190 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 Na 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 purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/size) 2=177/0-8-0, 4=9/Mechanical, 3=-17/Mechanical Max Horz 4=45(load case 4) Max Uplift2=-117(bad case 4), 3=-21(load case 5) Max Grav2=177(load Case 1). 4=9(load case 1), 3=26(load case 4) 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) 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 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 i i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cart. #6634 UVdRNIING - V*rft destyn palrunwtim. and RWW NOMS ON TWS AND tteZVZRW swa 98r0M Bias• • Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is to an Individual building component to be Installed and loaded vertically. AppftcA V of design paramepe lersandprorincotpoatlan or component Is tespon"y of building designer - not truss designer. Bracing shown is lot latetal support of individual web members only. Additional temporary btacng to Insute stability dutktg condiuctlan is the responsibility of the erector. Additional permanent bilking of the ovetall structure Is the meponslblity of the building deslgnet. For general guidance regording tobtication, qudNty control, stotage, delivery, wrectlan and btackrg, consull 0ST•111411 Quality Standard, OSS•89 Bracing SpeclllcaHon, and HIS•91 M iTekQD HandlingInstalllnqandBtacingRecommendationavailableloomTrussPlateInstitute, 583 D'Onokbive Dr, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 10, 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required le continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C7 C3 o WEBS J5 O o x h ,, ; a: CL i 0 V a ce Cl CA BOTTOM CHORDS J1 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 LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MITek" PANEL TM CUP Sao ruAM A&General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, sae 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. k 4 , russ runsType ty yDRII 14673750 965F K ROOF TRUSS 4 1 Job Reference (Options)) s e t e Industries,Inc. on Mar age 1-0.0 5.0.0 1-0-0 5-0-0 3 Scale = 1:13.9 5.00 F2 2 4 20 = 5-0-0 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 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(TL) -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 FOC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb 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. e REACTIONS (lb/size) 3-155/Mechanical, 2-335/0-8-0, 4=46/Mechanical Max Horz 2 - 137(load case 5) Max Uplift 3--149(Noad case 51, 2=-1260oad case 4 FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2.3 - 50 SOT 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 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWAmm - VirM deagnpam~tere and READ NtYPEB OW rms AND Rnmin SIDE BEFORE USE. ass rem® Design valid for use only with MRek connectors. Thk design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vaHleally. Applicability of design parameters and proper Incofpaatlon of component k respon sbUlly of building designer - not truss designer. Bracing shown Is far loteral support of Individual web members only. Additional tempotory bracing to Insure stab11y during consruction It the responsibility of the erects. Additional permanent bibeing of the oveal shuctute, Is the responsiblity of the building designer. For general guidance regarding fabrication, quality control, sladge, d0very, erection and bracing, consul) OST•BB Oualky standard, 051.89 Irocing Specification, and MID-91 Handling Installing and Bracing Itecommendatlon available from Truss Plate InstSute, 583 D'Onollo Drive, Madison, 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. 0 Q 0 For 4 x 2 orientation, locate X plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format rotor to the Welk/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 VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Lumbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Is! e MiTeke PANEL TM CLIP MYMO-AIR 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1"3 Mitek Holdings, Inc. a 4 4 1 Job russ Truss Type ty y J4673751 DRt965F L ROOF TRUSS 4 1 Job Reference to tiona1) sFebI e Industries, nc: on Mar 31 14:32:00age 1-" 3-" 1.0-0 3-0.0 Scale = 1:9.2 5.00 12 2 1 4 3-0-0 3.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) We 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/dell = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 =69/Mechanical, 2 = 253/0-8-0, 4 = 26/Mechanical Max Horz 2=850oad case 5) Max Uplift3 = -830oad case 5), 2=-121(load case 4) FORCES 0b) - 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 11; exposure B; part)ally;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 lbupliftatjoint2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WM MM - Vert drrsdyss painaeseters and READ NOMB ON TWS AND REVZRM BIDE URPORE U1118. ® Deslgn valid for use only with MfTok connectors. This design Is based only upon parameters drown, and Is la an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responslbWly of building designer - not truss designer. Broeing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during condruetlon Is the responsibiitly of the erector. Additional permanent brbcing of the overall structure It the mspon"y of the building designer. For general guidance regarding fobrlcafbn, quality control, storage, detvery, erection and bracing, consul 057-er8 Ouaity Standard, OSS-89 tracing Specification, and 1,119-91 M Tek® Handling Installing and tracing Recommendation available lion Truss Plate bInstitute, 5a3 D'OnokDrive, Madison, W153719. 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. All Jq For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular Plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. a a: 0 U a: O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING 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 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. e MiTek® PANEL sw CLIP FORM018.019 HMRO-AIRO A,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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 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, site 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. I Mitek Holdings, Inc. ob russ russ ype ty y11- 14673752 SR?965F M ROOF TRUSS 4 1 Job Reference (o tional) s e I e n ustnes, nc. on mar age 3 1-" 1.0-0 Scale = 1:5.5 5.00 12 2 19 4 1.0.0 20 — 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 W8 0.00 HOrz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL. Min I/deft = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=450oad case 4) Max Uplift3- 21(load case 5), 2=-117(load case 4) Max Grav 3 = 26(load case Q, 2 =177(load case 1), 4 = 90oad case 1) FORCES' (lb) - 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; part)ally;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 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 Y WARi m - vsrj& design pamnsot+n and ROAD NOTaB ON TBTB AND Rt mm BiDB BIIJWRC vat. Design valid for use only With Mrrek connectors. This design Is based only upon parameters shown, and Is for an InclMdual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component It rssponslblifty of building designer - not true ' designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stabaty during construction R the responsibility of the erector. Additional permanent bt'bc" of the overall structure Is the responsRlNlty of the building designer. For general guldonce regarding fabrication, qualify conhol, storage, dellvsry, erection and bracing, consuit OST-ail Quality Standard, OSS-89 Bracing specification, and 14I8-91 MiTek® Handling Installing and gracing Recommendallon available from Truss Plate Institute, 593 D'Onohb Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 1'4 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. a"'::*For4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. 0 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE 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. 4e ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. MTek® TM PANEL CLIP FORM018,019.® 1f'1YjiRiI A AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1 M Mitek Holdings, Inc. i ob Truss Truss Type Qty Ply D R HORTON JLR1%65F S ROOF TRUSS 2 1 14673753 0 0111al ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1 15-0 5.35 i 9.10-13F 1-5-0 5-3-5 4-7-8 soal. 1:1cs 3,rA F12 3A 3 d N 0 20 II7 6 5 3.4 = 20 5-3-5 9-10.13 5.35 4-7-e 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 TO 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 Na 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 purlins. 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 (Ib/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz 2=228(load case 2) Max Uplift4=-249(load case 5), 2=-217(load Case 2), 5=-123(load case 3) FORCES <, (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2.3=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5.8=0 WEBS 3-7=166, 3.6--1069 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 ofwithstanding 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 (plf) Vert: 1-8=-74.0 Trapezoidal Loads (pit) Vert; 8=0.0-to-0=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic.#451 1 MiTek industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 1&wAmNo - VirM deailyn pwursietere and READ No'Pa8 oN Tws AND nsminBE Sf[!s Bir"its um. 'ss' Design valid for use only with MiTek connectors. This design It based only upon parameters shown, and k for an Indk4duol building component to be installed and loaded vertically. ApplcablNty of design parameters and proper Incorporation of component N iesponsk>Nty of building designer - not truss designer. Bracing shown Isfor lateral support of Individual web members only. Additional temporary bracing to Insure stablilly during construction Is,the responsiblllty of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tobiicatlan, quality oonhol, storage, delivery, erection and bracing, consult CST-84 Quality Standard, DSS-89 Bracing Specification, and HIN-91 MiTek® Handling installing and Bracing Recommendation avoloble from Truss Plate Institute, 563 D'Onofrla Drive, Madison, We 53719. Symbols Numbering System AGeneral Safety Notes PLATELOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 13/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against eachca Other. o J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - 0 Q2c? joint and embed fully, Avoid knots and wane plates'/s"from outside edge of o n at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesp' 1/ 4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refef to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Piaoement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots, In all respects, equal to or better than the dimension is the length parallelgPa grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is Installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load 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, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, MiTek® G 15. Care should be exercised In handling, a PANEL TM CAN erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 c Truss Truss Type City Ply D R HORTON 14673754 R&5F S1 ROOFTRUSS 2 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:05:03 2003 Page 1 1-5.0 1-5-0 1-5.0 Scab • 1:5.4 db 2 3.54 12 N O 1 4 t-5-0 20 _ 1-5-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdeft 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 WB 0.00 Horz(TL) -0.00 3 Ma BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 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--40/Mechanical, 2=193/048-0, 4=6/Mechanical Max Horc2=47(load case 2) Max Uplift3=-40(load case 1), 2=-175(load case 2) Max Grav3=25(klad case 4), 2=193(load case 1), 4=6(load case 1) FORCES (1b) - 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 (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - Ver(fy design parameters and REM N0726 ON 7nl AND REVERSE SWZ BQNOR6 USE. Design vaNd tow use only with NMsk connectors. This design Is based only upon parameters shown, and is tow an Individual building component to be InsloNed and loaded vewttoally. Applicability of design paramsten and proper Incwpwatlon of component is responsibility of building designer - not buss designer. &acing shown k low lateral support of Individual web members only. Additional temporary bracing 10 Insure stability during construction is the responsibility of the ereCtop.:AddRkxwal permanent bwiselng of the overall structure is the Iei3onsb111V of the buNdkwg designer. For general guidance wegarding labrk atlon. quality conho4 swage. delivery. Isrectlon and brackp, consull CST -Nil! Quality standard. D51-B9 Racing SpecMtcation, and NIB-91 MiTek® Handling Inslallirm and Brackm Recammendallon avolable horn TrussTruss Piste Institute, 593 D'Onohlo Drive, Madison, W158719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates IA" 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 Jt J8 J7 J6 0 Q O U a O f- 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 dim-ension 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. M Teke PANEL rM CLIP FORM018,019 NMRO,A/R 0 4&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. IM Mitek Holdings, Inc. 7 Ilan l AM BEARING WALLS M SE PLACED - _ - ` '- - - - - - -- - - - - tJ L 1 PLY Hot NGTICE ( RENEW ALL SPAN DIMENSIONS-.—BRG. WALLS IPRIORTOSETTING1RUSSES.. 2 PLY HGR. IENOM31ED DRAWINGS--LOADING--PITCH AND OVERHANGSWALLSSHOWNARETOWBEARWG.. J d 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE:. 6-6-02CCUSPANcusTOMER: D R HORTON PITCH: ABRG-. OAcksIIINGIES 407-321—t44O BY: tH JOB NAME: MODEL 1965 "D" ELEV. %i:12" Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters,xls PAGE DESCRIPTION DRAWING N / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 ImsTALLATION DETAIL W1 TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 . 2 INSTAI.LA DETAIL Win SCREWS HORZ. SLIDING. FIN WINDOW IFLEX0028 1000 INDEX 4 INDEX`., 6 INSTALLATION DETAIL WM SCREWS HORZ. SLIDING. FIN -WINDOW XOX CONFIGURATION MASTER I" NUMBER 2 h. INSTALLATION DETAILWirAPCONS HORZ. SLIDNG FLANGE WINDOW MASTER FILE NUMBER 3 .: .. : •..., 1INSTALLATIONDETAlL SOL. HUNG FLANGE WINDOWS IFLEX0029 jFLEX0020 IFLEX0016 11000 11000 11000,IWO & 2000 5 INDEX .` 7 JINSTALLATION DETAIL W= SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/0NE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 1000,1500 Ili 2000 1000 3 2000 8 INSTALLATION DETAIL W/#e WOOD SCREW FIXED FiN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUiLD DOWN DESIGNER FIXED WINDOW FLEX0036 10001760 a 2000 11 INDEX .-MASTER 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FiLE NUMBER 5 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1500,1000 & 2000 13 INDEX ... 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 6 . . FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 1500,1000 & 2000 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE -CAPACITIES 1HMFLGTR 100011600 1S IN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMfFINTW 1000/1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FiNN HORIZONTAL MULLION SECTIONS /DESIGN PRESSURE. CAPACITIES. 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFiN 1000 11600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFLG 1100011600 22 INDEX ': 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 11VMHMFLO MASTER FiLE NUMBER FiN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1100011600 2HMFINTR 12000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 214MFLOTR 2000 28 FLANGE VERTICAL MULLION INTO HORIZONTAL 1 DESIGN PRESSURE CAPACITIES 2VM14MFLO 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWiN HORIZONTAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 2H FLOM 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 IFIN VERTICAL MULLION SECTIONS 1 DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 IFLANOE VERTICAL MULLION SECTIONS /'DESIGN PRESSURE CAPACITIES 12VMFLG 12000 ALM WINDOWS .Y FLORIDA EXTRUDERS TEST REPORTS 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-210-2676-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X. 79 7/8-SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL--210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST ONE By WOOD CONCRETE OR BUCK BY OTHERS MASGAY OPENING CAULK BETWEEN WOOD eY OTHERS BUCK MIS-Y. DPENI/ L ClcBUCKWIDTH Oft OR By OTHERS , wat t+11 HAS"' OPENING SHIN AS PEO*D. D BY OT..ERS INSTALLATION ANCHOR FLANGE TYPE !/4' MAX. 3/16• DIA. TAPCON WINDOW FRAMs cSEE NOTES) SHOWN cSEE NOTE 9) JAMB ONE By OCID INSTALLATION ANCHOR BUCK BY OTHERS 346' DIA. TAPCON SHOWN (SCE NOTE 9) p CAULK BETWEEN 4 WINDOW FLANGE_ ' L WOOD BUCK - EMBED MIN, GLASS LTYP.) `. C EMBEDMENT )SEE NOTES) J STUCCO BY OTHERS PCRIM£TER CAULK By OTHERS GLASS (tYP.) cSEE NOTES) v1NDOWHEIGHT I PERIMETER CAULK BY OTHERS O CAULK BETWEEN WINDOW FLANGE I WOOD BUCK PERSnE TfR SHIM AS REO'D. CAULK 1/4• MAX. BY OTHERS SEE NOTES) WINDOW WIDTH I FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEENHEADERSECTIONB-8 „ VY. OPENING BYBY D'.HERS BUCKHEIGHT WINDOW HGT. I FLANGE TYPE LK- WINDOW FRAME SILL WINDOW wTH. ELEVATION VIEWED FROM EXTERIOR V V GSILL H; OOTHERSSTOOL S CAULK L ( BETWEEN tJINDOv FLAIaGE PRECAST SILL l+` PRECAST SILL BT OTHERS W/ 1YULKEM 116 ADHESIvE CAULK Gj OR APROW£D COL. SECTION A -A C 212002 TAPCON LOCATION CHART CALL TIP TO ILOCAT NS N MEAD) 0 A.TIOhSIN JAM so :°, u 1 ro SIZETIPTTOV022 74 X 26 C.0 C.D IJ i 023 74 % 32 3/8 C.O C.O.E IJJI.L IJAA 024 T• x 50 3/e 11 0.E u.K.L MJ.J!!.: 033 11t6 1/4 X 33 3/e B.LI.E 3 A IJJI.L -) I.J. 1. tog 1/4 % So VA B.C.C! I • .t £.E IJ.K.L G.M I.JK. T22 III % e L,r IJ T23 111 % 34 3/5 acC' A . D E,F I,J,K,L 1 IJ,K.L T a 1I1 % B.C.OA .CA E jLJ.K.L I I K L M2 120 % ttt : J. L IJ.K.L M3 120 x 39 3/2 B.C.0 A !.D.E.F IJ.KJ. IJ.K.L 4 1 X A;B.C.i,.E.E A3.C:D,E.F G." JJI : 1,J K 6020 72 X 24 IJ 6030 72It 3d C.D B.LA.E ti IJ.K.L 8040 72 It 41k B.C.QE IJ.K,L IJ.K•L ba X 24 I. 7030 B4 X 36 B.C.0E 3.CA.E JAL I,J,K,I 7040 a N B.C. E Z C.O.E IJ.K.L B.J.K.L 96 X 24 6030 X 36 B.C.0 E 3.CAE U K.L IJ.K,L 4 B. C.C.: A.3.CAE.F 90 106 X 24 a, .- IJ.K,L 9030 t06 X 36 B.C.^ E 3,CA.E IJ,K.L IJ.K.LC C E A.S.0D.E.F I 10020 120 X 24 c IJ IJ.KJ- 10030 120 % 36 B.C.C.. A.B.C,D,E,F IJ.K.LLJ.K.t 10040 120 X 46 B.C.C.- A,3.C.D.E - LJ.K.L IK,L NOT-_S, 1) SHIM AS REO•D. AT EACH INSTA-,XTION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME WTERIAALLvmm A6LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFlCIENT ITHL TO ACHIEVE YIN. EMSEDWENT-OF 1- 1/4- INTO MASONRY OR CONCRETE. 4) USE SKJCONtZED ACRYLIC CAULK BEHIND WR4DOw Fc"E AT HEAD & jAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AOMESNE CAULK OR A>? ROVE) EQUAL. H S) USE StuCONIZED ACRr-:C CAIyK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT wtNOOw SIZE IS HOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY :LISTED WITH NEXTLARGERSIZE.. FOR Tr.E APPROPRIATE DESCH PRESSUREREOA. J B 7) CLASSTHKKNESSMAYWARYPE3THE REpUIREMEt."S OF ASTY E1300 GLASS CHARTS. 6) LETTER CESIGNATONS ON THE TAPCON LOCATION C:AR' INDKA;E WHERE TAPCON ANCIWRS 'ARE TO EE NStAI:ED WHEN USNG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED r.'0LES A07 DESIGNATED FOPTAPCON ANCHOR SHOULD BE FILLED w-- n fd S_REwS OF SUFFICIENT LIN, TO PP.O'ADE Mo. 3/BIN. EMBEDME'.T R.T. WOO: BUCK. 10) APPLICATION OF WLKEV 1IC A.HESNE CAULK AT -RAME SILL MUST COMPLY WITH SEALAN' MANu- ACTuPER'S RECOMMENDATIONS. 11) WHERE W04DOW IS WS7-:LEO n MASCNRY OPENINL WITH A STRUCtUAL Two BY BUCK. USE /' 0 SCFi4'S OF SUFFICIENT 'ENGTH TO ACHIEVE 1-3/11- IM. EYSEOM vT AT AFL M TALLATION FA:TENES LOCATIONS. SHEATHING CALLK HETVCEN BY OTHERS WINDOW FIN L SMCATNNG INSTALLATION ANCHOR 09 SCREV TuC_O OR SIDDING IT OTHERS PERIMETER CAULK IT OTHERS GLAZING CTTP) SEE NOTE 7) TvO BY WOOD BY OTHERS Ira• MAX. r SmIm SP CE AS REO'O. NOTES) VINDOV v1DTH two BY WOOD — H7 OTHERS SHIM AS SSEE: NOTES) l/s• NAx. SHIM SPACE CAULK BETVCEN FV iMDOv FIN L SHEATHING VINDOV W107M FIN TYPE _, 24. O.C. / VINOOV FRAME 1I MAX, MEAGER I cIrP.) AIlllllll _ r GLAZING (TYPJI (SEE NOTE 7) PER1rCTER AMK VINDOV j / EOUALLY BY GTMERS SMEATMING HEIGHT / SPACE BY OTHERS ANCHORS FIN TYPE WINDOWvINDOW - (TYP.) FRAME Aon3 STUCCO OR HEIGHT I ' SIDOTHEBY 1 RS ANCHOR 13SCREv I B SECTION B-B PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR sB SCREV STUC. 20OR SIDINGByOTHERS CAULK BEtVEEN WIMWV FIN )•MIN l'SHEATMING SMEATHING EMBED MENTBYOTHERSSECTION A -A 1' mix EMBED-= NT O. C- A 6' MAX 2s• FIN TYPE MAX (TYP IjL(TYP) VINDEIV FRAME SILL 6' MAX. ctYP) LEVATION VIEWED FROkA EXTERIOR MARBLE SILL STOOL BY OTHERS `. 5.1 R C .i'. ;N s :r sA, B. 0.A '. NOTES, 41) SHIM AS RE0•D- ADJACENT 70.EACH N+STALtiTOn A`.CMC?, MAX. ALLOWA2IE SHIM STACK TO BE 1/4. WINDOW FMME MATERIAL ALumLNw ALLOY 6063. 3) INST—TON ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EvBEDMENT OF I - INTO WOOD FRAME MEMBER. X As 1, T; 7 }J 4) USE SKXOaIZED ACRYLIC CAULK BEHIND W:NDOII'm AT MEAD. SILL t JAMSS- h7fT /--•n . S) USE SK)CONIZED ACRYLIC CAULK FOR PERIMETER SEAR AROUND EXTERIOR OF VANDOW FRAME. L4' SHIM '---- 6) CLASS THICKNESS MAY VARY PER THE REC REMENTS Cr ASTM E1300 GLASS CHARTS.. SPACEMAX7) INSTALL INSTALLATION FASTENERS AT 6- MAX. FROM COFN RS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF R(STALLATONS, W-'H AVCHCR SPACING AS STATED. IS 70.0PS; FOR ALL AVAILABLE SIZES UP TO 73" x 71' MAX. SHIM AS REO•D. SEE WTrR• TVO BY WOOD BY OTHERS DRAWN BY: BB APPROVED BY: DATE: 12117/01 SCAB: h. T . S. DWG.: FLEX0028 RE AREO 21, PRODUCT L APPLIEATION r.•GUjMM— LNG: 250 1NTE011414T10I41Nl PKVT._ !Ullf !SA W.-.In.. n n•L 1»7- wAf H_7IIWI A A4 r.. M7 *MS 169 SMEATHING CAULK BETWEEN BY OTHERS WINDOW FIN LSHEATHING INSTALLATION ANCHOR 18 SCREW stucco OR SIDING OS —r N PERIMETER CAULK. Br OTHERS GLAZING ( TYP) SCENOTE7) WINDOW HEIGHT PERIMETER CAULK — By OTHERS INSTALLATION. ANCHOR + 8 SCREW STUCCO OR SIDING BY OTHERS CAUEEM LKINDOWFINL SHEATHING TWO by WOOD ENiNT_ By OTHERS 1/ 4• MAX. SHIM SPACE SHIN AS RCQD. FIN TYPE (SEE NOTES) WINDOW FRANC HEADER FIM TYPE WINDOW FRANC SILL MARBLE SILL STOOL BY OTHERS WINDOW WIDTH TWO By WOOD By OTHERS SHIM AS REO•D. SEE NOTES) INDOV WIDTH 24• D.C. MAX. II CTYPJ VINDOW NC A7 SPACE HEIGHT / / EANHCORS (TYP) A 6. MAX. 24• O. C. (TYP.) MAX. (TYP.) 6• MAX.( TYP.) 1/4• MAX. j SHIM SPACE SHIM AS SEE NOTES) J1'MIHL SMCATMING _/ EMBEDMENTTWOBY WOOD BY OTHERS BY OTHERS SECTION A — A A GLAZING ( TYPJ SEE NOTE 7) FIN TYPE WINDOW FRANC JAMB 1/4- MAK SHIM SPACE CAULK BETWEEN WINDOW FIN L SHEATHING I• MIN. EMBEDMENT i L. SHEAtntNG By OTHERS PCRIMETER CAULK INSTALLATION By OTHERSstuccoORANCHOR03SCREVSIDINGBY OTHERS SECTION B- B WITrs 1) SIm AS REO'D. ADJACENT TO EACH UMA:LATION ANCHOR. MAX. ALLOWABLE SIN STACK TO BE )/A'. 2) W* WW FRAME MATERIAL: ALWUww ALLOY 60" 3) wVAL( ATKTN ANCHOR LUST BE OF SuFFICENF M. TO AC"OVE WN. ENNBEDLNENT OF 1' INTO wOOO FRANNE NEWER.. ApLISE SLCONNZEDACRYLICCAUL( BEHIND WINDOW FIN AT HEAD. SILL k JAUSS. VATI N 5) USE su)coNlzEo ACRrJC CAULK FOR PERIMETER SEAL AROUND w L( X fOR EXTERIOR OF WINDOW FRAME. v1E 6) CUSS TMICKNESS LIAr vART PER THE REOwRENEXTS OF ASTM E1300 CUSS CHARTS. SL f r^ i . ( F * - 7) INSTALL I(STAL1AGgN FATENERS AT 6- MAX. FROM CGRVERS tL.iL: i s .i:: : , v. b 1M • AND NAx. 24- D.C. DESIGNPRESSURE . CAPACITY OF F r7 INSTALLATIONS HMTH ANC!! SPACING AS STATED. IS 70A PSF Irt,,, FOR ALL KfAML?'-E SIZES UP TO 119- x 49 5/8- MAX. q,2 DESCRIPTIONDATE I FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD. FLORIDA TITLE: INSTALLATION' DETA!L W/ R8 SCREWS HORZ. SLIDING FIN VINDDV x0x CONFIGURATION— SERIES )D00 DRAWN BY: BB APPROVED BY: DATE:12/ 17/01 SCALE: N. T. S. DWG.: FLEXOr29 PRC ARCB Jr: ROMP L APPOCATION CNGINCC*LG. )HC. 250 INTCW ATtONAL PKVr- SITE 250. MEATHRDW. *_DRIDA 32744 PHONC A07 !OS -OILS FAA w7 1:3-0746 S CAULK BETWEEN vim0 prof By vOGa CONCRETE OR TAPCON LOCATION CHART CONCRETE OR r 1nSTALLAttpS ANCHOR BUCK BY OTHERS NASO*I(r pPESIM MASONRY £MING BUCK L MAS'Y. OPENING 3/IS' DIA. TAPCON Br OTHERS CALL TIP TO L A,i IN Htl1 Or%.iION IN JAMS IT OTHERS Hr ptHERi g.W. t-v.• Mtn ONE HY WOOD ( BUCK WIDTH) ' thX[Dh[AT SIZE TIP To To 70- To , 'To 0 HUCx by OTIYERS 1/4, SHIM f 7* 7 SEE NOTES) C JAM3 I -1/4• PIMA FLANGE TYPE SPACE MAX. 1M2 26 V2 X 26 C C C G,s G.M GM IM3 26 1/2 X 3b 5/3 C C C G,M GM GM CAULK BETWEEN EMBEDMENT WINDOW FRAME SMIM AS REO'D (I26 1/2 X SO /6 C C C GM G.M GM)J WINDOW FLANGEI iH4S 25 1/2 X 56 1/+ C C C G,H G-H Gn,1,J L WOOD INSTALLAI ION ANCHOR INS 26.1/2 X 63 C C C G,M G.M),J GJ )J 3/ 16' DIA TAPCON IM6 26 1/2 X 72 C C C G,H GMJ.J 1/ 4' SHIN p 2 % C :H „ M H SPACE sAx. 23 37 x 36 3/6 C C C G.H G. G,M RIGID VINYL 24 37 x 50 5/6 C C E G.M G,M)J G...IJ GLAZING HEAD 245 37 % 56 1/4 C C C C. G-MJJ G6 25 37 X 63 C C C G.M G.MJJ G JJ l GLASS (Tr?.) 26 37 i 72x C C c CMJJ G.MJJ EFUM,IJ SEENOTES) / C B.0 B.0 G.N G,M GMJ.J 33S31/1 X 36 3ro STUCCO I 34 53 1/6 X SO 5/8 C e.0 X,C G,H 0.M)J G -J J Say SJ t/L x 56 1/4 { B.0 "s.0 G.M,IJ G,HJJ E f,G,H,IJ BY OTHERS 35 53 1/5 x 63 C ILC B.0 G,M,u GMJJ E,F,G.rJJ PERIMETER SHIP AS REO'D. 8 1 x 7 C 3,C B.0G.MJJ E.F,GM.1 EF.U.M,uKEENOTES) 022 74 x >s !ro B.0 BC l ±H.C.0 G.M GMJJ C.MJJ CAULKgNCAULKBETWEENC21gT OTHERS WINDOW FLANGE 024 7a X SO 5/3 B.0 e,C AE.C.O CMJJ G,MJJ EFG,H.0 W. M. (BUCK L WOOD BUCK o 0245 74 X S6 1/4 B.0 B.0 A,3.C,0 G M I.J E.F.0,4.0E f r." tJ FLANGEIPEtvIMDDVHEIGHT) 025 7a x 63 B,C B,C A=,C.O GMJJ EF.GMJJ E.F.G.MJJ• WINDOWFRAMEA,I<.C.O GMJJ E.: G.M.IJ Ef,G.M,IJ• HEIGHT! PERIMETER + I. x 7I fl.0E.0 HEADER CAULK GLASS (TYPO! STUCCO it x a C C C G." G.M G.H SEE NOTES) BY OTTERS gr piH£RS '20 24 X4e C C C C.M GM C.M Y. V. 2OM46M 24 X 54 C C C G.M GM GMJJ vINDGV WIDTH) CAULK RETWEES 20MSOM 24 X 60 C C C GM GM G.HJJ SECTION $- B Yam' guac ` 7 D G »1 G G.M. GGm t NAVY. OPENING 3ON20M 36 i 24 M M ,y RIGID VINYL NO' c5. BY OTHERS 3OU30M 36 X 36 C C C 01 GM .-GM GLAZING READ 1) SwM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE 30M40M 36 x 46 C C C G.H G.HJJ ' GMJ,J SHIM SUCK i0 BE 1/4' 30AA46M 36 X 54 C C C G.M G.MJJ GMJJ TYPO.) 30M50M 36 x 60 C C C G,M GMJJ GM.IJ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3OM6OM 35 x 72 C C C G.HJJ GMJJ E.F.G.H.0 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTA. TO ACHIEVE MIN. a y, PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/i INTO MASONRY OR CONCRETE. 4OM30M 46 x 36 C C 9.06.N GM GMJJ CAW( FLANGE TRAMS 4) USE sLicomZED ACRYLIC CA" BEHIND WINDOW FLANGE AT MEAD @ 40M4fpt 46 x 46 C C E,C G,M OJIJJ GMJJ HY OTHERS SILL JANOS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH vULKEM 40M46M 46 X 54 C C B,C GM G.NJJ GM.I.J 116 ADHESIVE CAULK OR APPROVED EQUAL. 40MISOM 413 x 60 C C H.0G,NJJ GMJJ E.F.GMJJS) USE SLICONCZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 4pM60M 4H x 72 C C B:C G .A IJ f Mi EATONOR OF WINDOW FLANGE. 54 1 4 n. M n . b) IF EXACT WINDOW SIZE IS NOT LISTED IN AKMOR CHART, USE 46M3QM 54 x 3b C B.0 3.0GM GM GMIJ v ANCHOR OuANM LISTED WRH NEXT LARGER SIZE. FOP. TILE 4SM40M 54 X 48 C B,C B.0 GM GMJJ GMJJ 46M45M 54 X 54 C B,C B.0 G.NJ.J G.MJJ E.r.G.H u APPROPRIATE DESIGN PRESSURE_ REO'O._ a6y50y 5a x 60 C B,C. e,C GMJJ GMJJ EF.GJW 7) GLASS THICKNESS MAY VARY PER THE REOuOtEMENTS OF ASTM F1300 a x 7 C 3,CHt F ) E.. CAULK BETWEEN O GLASS CHAIITS. 011 x 4 GM G.n G,M 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WM30M 60 X 36 C B.0 B.0 GM GM GMJJ WINDOW FLANGE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WMEN USING THE SW140M 60 x 4H C 9.0 H,C G.H G.MJJ G.MJJ L PRECAST SILL V EXTERIOR EL VAT" AS A KEY. SOM46Y 6C X 54 C Vc B,C G,H!JJ G,MJ.JE.F.GM•I,J Y/ VULKEM 116 PRECAST SILL J SECT N A -A 9) A l FACTORr APPLIED MOLES t T OESIGwLTED FOR TAPCON ANCHOR SOMS0M 60 X 60 C B.0 B.0 G.MJJ G.MJJ EF,G.M,u ADHESIVE CAULK By OTHERS SHOULD BE FILLED WITH #2 SCREWS OF SUFFICIENT LTA. TO PROVIDE sow6ow 60 x 72 C U. 0 2.0 -9. 11 . E. F,GM rJ OR APROVED EOL. e L a. M H MIN. S/6 w. EMBEDMENT 1Nf0 WOOD BUCK 5 S0M 6d % 36 E C B.0 c,H G. GMJ.J Vw. 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST X 46 a.,: e.0 ] OM GMJJ G HJJ A COMPLY wits SEALANT MANUFACTURER'S EECOMMENOA0'ONS. 56MA" 66 X SA E ^ B.0 -.1A=,C c : G M.0 G MJJ E f GM.IJ A1 :) ONE ADW"iAL FIELD DP). LLED k INSTALLED ANCHOP 10 REO-D, IN ssuxu 66 X 60 B.0 B cA-3.C,: G.M.M,U Ef G.n.IJE F,G.MJJ A 6 C O EACH JAM2 ON THE FOLLOWING SIZES: 'D25(73 7 62). '026' 6EMSDM 66 x 72 ' c 6.0 A. .C.= G.MJJ E,F,G.M),I Ev.GMu• 73 X 71). '56Md0M' (65 X 71). 6( "6)M6DM' (71 :X71). PLACE ANCHOR BETWEEN ANCHORS 'C AND I" AND BETWEEN ANCHORS 'N Wx.UOM72 % 36 E.0 B.0 Al ] GM G.n rMJJ 140M 72 X AS B,C e.c ±B.c. GM GM.IJ G:MJJ E / AND J OvE_R 55 PS. ONLY. 60M46M 72 X $4 E B.: A,?.0 = G.M,I,I G.MJJ E G.MJJ 12) WHERE WINDOW IS INSTAL. _D w NAASONP," OPENING WIT A STRVGTUAL 6(M15DM 72 x 6G B.0 e.t A3.0 : G.HJ.J E:F,GMJJE F ;,MJJ F TWO BY 1- 3/ BUCK. USE / 10 SCREWS Or SUFFICIENT FASTEN TO 72 % 72 E g C A3,C,: G H tJ E.f,cMJJ F r H I rW H _ ACNifh 1-3/B" MIN. EMBEDMENT AT AFL wSTALLA IDS FASTENER :ADDITIONAL AN_HORS REO'D. S=E NOTE II G LOCATIONS. ON SIZES NOTED IN NOTE a)1 ADD A 2,0 SCREW y ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. INTERNATIONAL, INC FLORIDAEXTRLDERSSANFORD, FLORIDA TITLE: INSTALLATION DETAIL u/ TAPCON-S f HORZ. SLIDING FLAiJG_ WIND0w - SEP.I:ES1000 A DRAirN BY: BB APPROM BY: ELEVATION '1F.3 i i%4 1 — , , 4. DRAWN /23/O1 :CAIe tTS DWG.ELEXO17=O VIEWEDFROMEXTERIOR - - PO.EPAtE. sr. PRaDV:T L APPLiCATIDH EnGI1<-i.MG. 1MC. 25C IMtifuNA•1^JNALPxvt..:XTE 250. M[4T-.]v, F-11;DA 3,!746 PICK •%7 605-0)65 Fa4 A0' 603-0)55 r I/ r ONE BY WOODBUCKBYOTHERS CAULK DET%. WINDOW FLANGE - L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTMEP.S 1 n CAmx BETWEEN B.W. 1.1/4' HIN WOOD BUCK (BUCK WIDTH) ENKOMENT Hwy, OPENING INSTALLATION ANCHORBYOTHERS3/16' DIA TAPCON DONEBrWOOD DUCK BY OTHERS i I r ST D C IT HERS EMBE KIN. SHIN 1/ - MAIL RIGID VINYL `E N ES) GLAZING DEAD (S_£ NOTES) INSTALLATION ANCHOR ITYPJ 3/16' D1A. TAPCON -- STUCCO J sNIN As REo DtYOTHERS1/4" MAX_ GLASS ERINKTER (SEE NOTES) (TYPxSEE NOTES) CAULK Br OTHERS FLANGE TYPE FLANGE TYPE WINDOW FRANK WINDOW FRANK JAMB CAULK BETWEEN LEADER WINDOW FLANGE RIGID VD4rt L WOOD SUCK:: PER!METERCAULKGAZINGDEADOTNERSL (TrPJ GLASSIOWh • % (TYP.) (SEE NOTES) (WINDOW WIDTI 8x DUCK HEIGHT) CAULK BETWEEN WINDOW FLANGELPRECASTSILLW/ VULKEM 116 ADHESIVE CALK• OR APRV'D. Ea. SECTION B—B FLANGE TYPE PERlMEtER WINDOW FRANC CAULK SILL By OTHERS a A q W. W. PRECAST SILL 0 8r OTHERS HI SECTION 'A — A 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D SHIMSTACKTOBE1/4% 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. / 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM, TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4- INTO M450NRY OR CONCRETE. 4) USE UXOt6ZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J B 6: JAMBS, SILL MUST BE ATTACHED TO THE SUSSTRA:L WITH VULKCM 118 ADHESIVE CAULK OR APPROVED EOUAL S) USE SKIf.ON12EDACRYLIC CAUL FOR PEIRME'-c2 SEAL AROUND W.H. E EXTERIOROFWs40OWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ' ANCHOROUAWFITYLISTEDWITHNEXTLARGERSIZEFORTHE / APPROPRIATE DESIGN PRESSURE R£0'D. 7) CLASS THICKNESS MAY VARY PER THE REOLAREMENTS OF ASTMRTS Et3OOGLASSCMA, B) LETTER DOC AT06 ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED LYNCH USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON CAULK DETVEEN WOOD BUCK L MAS' Y. DPENINC BY D71E.RICONCRETE OR MASSY OPENING By OTHERS 4 T K B G AQ r ANCHOR- SMOULD 6E.FILLE6 WITH (B SCREWS Of SUFFICIENT LTH. TO PROVIDE MIN. 5/3 IN. EMBEDMENT INTO WOOD SUCH(, q 10) FLORIDA EXINUOM 1000 SERIES SPOGLE HUNG IS SHOWN. THIS PRINTALSOAPPLESTOTHEFLORIDAEXTRUDERS1500AND2000ELEVATION TSIN= "Lo4D8. 11) WMC E "NODW IS VMALLEO IN MASONRY OPE" WITH A FRUCTUAL TWO BY WOOD BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO ACH04 1-3/3' MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL RMALLATION FASTENER LOCATIONS. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN LJAvs SIZE SIZE 3asr TO 40.SY 41.sY TO 7OPSF 3WP9 TO 401V 4I TO 7,',.Sr 12 is 1/3 1 25 B B F.G F.G F. G F.G N S/6 B B F.G FIG 145 I! 1/6 1 » 1/4 B t F.G F.G 15 is I/! X S2 B B rA - G 171 71t % Ff rGj.x 1" 2 25 1/2 X 25 5 B F.G I 3 25 1/2 X 3, 3/8 B B F.G 1H4 25 1/2 x 46 3/6 B B F.FC.0IM45 25 1/2 X 55 1/4 B B F.0 f,cx) 1" 5 25 1/2 X 62 B 8 F.G FA NJ INS 25 1/2 X 71 B B F.G F.GJ1J t H7 S !a : e3 . B B F.GJ.K f.Ga x1/ 2 % ri D B rA 301/2 . 34 3/6 9 t/2 1 37 3/8 S/S B BrA FF.0 30 1/2 . So 3/!. 30 1/2 . 56 1/4. 29 1/2 X 48 22 1/2 1 55 1/4 B B F.G F.G F,GX.JP. GJU301/2 . 63 30 1/2 , 72 29 1/2 1 92 29 1/2 1 71. B BB BF.GJU F.0J1J30 1 t2. e4 29 1 X U D B FAA.K F.G.JxA 2336 x 2 34 X »s/! B B F.G F.024 se : 4f 5/6 B BB BF,G FG f, GJHJF. GJU2452534X551/4 36162 B B F.G.., F&rJ 26 36 X 71 8 B f.GJIJ D.EfbJ+J 7 36 X !3 B B F.cxxF.CJHJJ.4 42 , 26 42 . 3e 3/6 41 X 25 41 X 37 3/1 B B f.G 42 , 50 S/6 41 X 41 US B BB BFG F.G.MJ f&JHJ F• GMJ42 , 56 1/1 42 x 63 q X SS 1/4 FGJW D".GJ'J 42 . 72 of : i; 8 B FG.MJ D.U.OJ'.J A7 AA 41 X 83 F G. FRJHJ.J.x48 , 26 46 , 32 3/8 47 X 25 7 X 37 3/4 B A.0 f.G f.G.HJ 48 . 50 5/3 47 X -! S/6 B BA.0 A.0IA f. G.MJ F, OJHJF. G.MJ 46 . 36 t/4 48 a 63 47 X 55 t/4 L F.G.NNJ O.E.FFroJ48 x 72 47 X 71 t A"C f.G.MJ D.E.F.GJHJ 4 47 X eI p A 11 1 FcjX F.- 32 52 1/5 x 25 B A.0 Ft F.D FC,H•.J 3334521/8 X 37 3/3 52 1/8 X 4f 5/6 B 8 A.0 A,C F.GJHJF.G.HJ 345 52 1/8 It 55 1/4 B A.0F.GJMJ D.E.F.GHJ35 52 1/8 X 62 B A.0 F.G.M., D.Ei.G.MJ 36 2 I/I17t B A.0FA.MJ O.LF.GJHJ p - 12 I/6 % e3 B C f.GJ.K O.Ef.GJ.KJ,K 37 SIZE NOT AVAJLABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS 's ORD, FLORIDA TITLE: INSTALLATION DETAIL 3L SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 L 2Ij00 DRAWN BY.zBB APPROVED BY: DATE: 10/09/01 SCALE: NT I F{?.R_pr !,: PRODIGY a PPLKA;pN C.4.4ZE—M LOLL 25p /.M-110- hn_ SHOE 250..EA'HA*W, rW*O' IWG.: FLEX0016 ONE . 07 805-036S 1" 407 KS-D366 CAULK BETWEEN SNEATMiNG Br OTHERWINDOWFINiS SHEATHING INSTALLATION ANCHOR , a9 WOOD SCREW STUCCO By OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP) SEE NOTES) PERIMETER CAULK IT OTHERS i• MIN EMBEDMENT TWO BY WOOD By OTHERS SHIM AS REO'D. SEE NOTES) 114' MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAM SIMAR%.E SILL WINDOW vIDTH 1/4' MAX. SHIM SPACE SHIM AS REO•D. TWO BY WOOD SEE NOTES) STUD BY OTHERS B. Ac7ra NAME; 11 mitt EnBEIIMENT GLAZING (7YPJ r uEE NOTES) SHEATHING BY DTHERS CAULK BETWEEN VINMTv.,.I I W!D7H 1 1 A 8 8 z.• o.c. MAX. (TIP.) EOUA.LY SPACE WINDOW ANCMORS (TYP-) HEIGHT L/jjI A JL TYPE 5' MAX. (TIP.) ELEVATION vIEwED FROM EXTERIOR INSTALLATION ANCHOR TWO BY V000toWOODSCREWBYOTHERS STUCCO 8T DINERS - a. CAULK -BETWEEN WMDOW FIN ZSHKEATHING i SHEATHINGS By OTHERS i'MIN. .. . EMBEDMENT - SECTION A -A .H> 1 i I Yrla n I. "03keT l APk1LATtam ENGHLCRhL_ )ML aw r FIN TYPE WINDOW FIN WINDOW FRAME t SHEATHINGJAMH . PERIME`.Ea INSTALLATIONANCHOR CAL%, K $8 WOOD SCREWSYLIHERS STUCCO BY OTHERS SECTION B-B 1)) SHIM AS R£0'O. AT EACH INSTALIATION ANCHOR. VAX ALLOWABLE SHM SACK TO ISE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063::-, 3) INSTALLATION ANCHOR MUST BE OF SuFAOENT LTPL 70 ACH01. MIN. EMBEDMENT OF I' INTO WOOL BUCK. 4) USE SIUCOMIZED ACRYLIC CAL" BEHIND Wu(DCW FIN AT MEAD, SILL h JAM?S. S) USE SUCO1(HZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXVWOR OF WlAXW FRAME. 6) 1F EXACT WINDOW SIZE IS NOT LISTED IN AHCr.OR. CHART. USE ANCHOR OUA.N'NTY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIREMEMTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS ION SERIES SO4GLE HUNG IS SHOWN. THIS PRINT ALSO A=PUES TO THE FLORIDA ETPuDERS 1500 AND 2000 SERIES SING:: HUNG WINDOWS. Ic/I3/UI jZ4-AL.L:IY.. I. .1, iUWV.-MLLAVUCD >fll I Ur Cl PKVT._ SL4Tt 2S0 orl7,Va FLORIT.A 22746 P7CMf 407 WS-OHS FAME 467 W5-0366 CONCRETE OR MASONRY OPENING BY OTMCRS ONE BY WOOD DUCK BY OTHERS CAULx BETWEEN WINDOW FLANGE I. VOCD BUCK D STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) cSEE NOTES) vxWINDOW IGNT) PERIMETER CAUL% BY OTHERS a CAULK BETWEENViMDOvFLANGE L PRECAST SILL V/VTS.xEM 116 ADHESIVE CAULK OR APRV':D: EOL. ... f T INSTALLATION ANCHOR 3/16' DIA, TAPCON CAULK BETWEENvGODBud( L NAVY. OPENING D Dr OTHERS GLASS (TYP.) • 1-I/4' MIN. (SEE NOTES) C EMBEDMENT t A B,©• jj SHIM AS IEO D. A 1/4' MAX. I SEE ROTES) FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL GLAZING BEAD B.M. / DUCK B B RIDGED VINYL W HFGLAZINGDEAD B.V. HOCK VIDTN) SHIM AS REO'D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD V.• .0 CONCRETE ORCwfC1KTMASONRYGPENING BY OTHERS D INSTALLATION ANCHOR 3/16' Dia TAPCON . v O V, ONE BY vwD BUCK BY OTHERS FLANGE TYPE— v WINDOW FRANC CAULK HETWEENWINDOWFLANGE PER1!£TER L WOOD BUCK By GCAU-K Trefis CAULK BETWEEN WOOD BUCK L W.W. CT DPOPENING—' cWINBY DOVWIDTH) BY OTHERS STUCCO BY OTHERS SECTION E—B 24- OX- MAX. (TYP-) FLANGE TYPE WINDOW FRAME 6' HAx., (TrP.) A ELEVATION i VIEWED FROM .EXTERIOR Q. 1 a PRECAST SILL BY OTHERS SECTION A —A_, _. 11) u(MynM AS REO'D. AT EACM L14STALLATION ANCHOR. MAX. ALLOWABLE SHIMSTA[K TO BE 1/4. 2) WINDOW. FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIa TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SI ICON= ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD 6; JAMBS, SILL LAST BE AlIIACMEDTOTHESUBSTRATEWITHVUU(EM 116 ADHESBvE CAULK OR APPROVED EOIAI. 5) USE SNJCONIZED ACRYLIC CAULK FOR PERwCTER SEAL ARO<IND EXTERIOR OF WINDOW FLANGE. 6) F EXACT wmOOw SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED W " NEXTLARGERSZE. FOR THE APPROMATE DESIGN PRESSURE REO'D. 7) CLASS THICKNESS MAY VARY PER THE REOUBESENTS OF ASTM £1300 CLASS CHARTS.. 6) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. /E SCREWS:# SUFFCENT LTH. TO PROVIDE MIN. S/A IN. EMBEDMENT INTO WOOD SUCK SHOULD BE INSTALLED. B) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDAEXTRUDERS2000SERIESFIXEDWINDOWS. 10) SEE BACK OF THIS SMT. FOP. INSTL•N ANCHOR REOUIREMENTS. 11) APPLICATION OF VWKEM 116 ADHESIVE CA" AT FRAME SILL MUST COMPLY WITH SEAT MANUFACTURER' S RECOMMEHWATIONS. 12) WHERE w1NDDw IS WSTALUD IN MASONRY OPENING Tam A STRUCTUAL TWO BY WOOD BULK. USE /10 SCREWS ,OF SUFFICIENT LEHW" TO ACHIEVE ,-3/6' MIN. EMBEDMENT. 13) WINDOW UNITS CAN BE wwL EO TO OTHER UtOTS USNLG ALUMINUM Tug' MULLION. SEE MULLION INSTALLATION( SHEETS FOR REOUIREMENTS. INTERNATIONAL. I%C FLORIDAEXTRUDERSSANFORD, FLORIDA MIE: iNSTALLATiON D=TAIL V/ ONE BY BUCK FIXED. FLANGE V1NDOV — SERIES 1000 & 2000 DRAWN BY:BS APPROVED BY: 2 ' 2 DATE: iD/22/01 SCALE: NTS DWG.: FLEX0018 SiEET I OF 2 PRWARED BY:'WIXV TECHNOLOGY CORP.. 250 KRCMNTK)NAt A`WY, IME 250. nEATNR:)II'. KOAOA 32T46 pHOHIE 407 HOS-0365 FAME 40T 505-:3E6 7 SHEATHING By OTHERS CAULK BETWEEN WINDOW FIN SHEATHING INSTALLATION ANCHOR R6 SCREW xTERtBY OSH THERS — P£ R1MCTFR J C. BY OTHERS WINDOW HEIGHTEXTERIOR PERIMETER CAULK IT OTHERS INSTALLATION ANCHOR r9 WOOD SCREW EXTERIOR FINISH BT OTHERS GLAZING SEE NOTE 61 CAULK BETWEEN WINDOW FIN I•MIN. EMBEDMENT tSHEATHINGSHEATHING BY OTHERS SECTION A —A 1' MIN. lxDNENtFWOOD FRAMING or OTHERS NT FLOUMA B.O.A.F• SHIN AS Rf0"0. SEE NOTES) ACTS NAME:, 1/ 4- MAX. A ! M fAa v. SHIP SPACE MOM li' F, a" GLAZING SEE NOTE 6) MEIGHT FIN TYPE WINDCW FRAPC SHIN AS REO'ffD. 1/ 4' MAX SEE NOTES) WOOD FRAMING SUCK BY OTHERS HEIGHT EXTERIOR FIN TYPE . WINDOW FRAME A --*- I ELEVATION vIEwED FROM EXTERIOR WINDOW WIDTH 1/4' MAX. SHIM SPACE WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INCHOR TION ANCHOR R3 SCREW CAULK BETWEEN WINDOW FIN a SHEATHING SECTION B-B EXTERIOR FINISH PERIMETERCAULK BY OTHERS BY OTHERS NOTES: 1) SHIM AS RECD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SW. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2). WR COW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) INSTALLATON ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHEVE MIN. EMBEDMENT OF I - INTO WOOD FRAME. 4) USE SIUCONIZED ACRRYUC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) vSE SIUCOwZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY vARY PER REOUIREMENTS OFASTME1300CLASSCHARTS. SNOLE GLAZING IS SHOWN. INSULATING CLASS' ALSO OUALIFIED. 7) FLOROA EXTRUDERS 2000 SERIES I = PICTURE vAmoow IS SHOWN. THIS PRINT ALSO APPLIES TO 1 THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. B B) SPACE INSTALLATION ANCHORS AT 6' MAx. FROM CORNERS AND MAX. 24" O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS ' WIT' ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AYAAASLE SIZES LIP TO 73x 71" OR 63' x 95' OR 119' x 37-3/3: MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USIeIO ALUMINUM TUBE MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREMENTS. Frc" 3 PREPARED BY: PRODUCT TEOaOLWY CORP., 250 3/02 ( SCALE: N. T. S.IDwc.: FLEX0030 1 S E 250. tA4 MARY. FLDRGA 32741 PHONE 407 305-0365 FAA 407 905-03" M. U CAULK DETVEEN WINDOW FLANGE L WOOD DUCK CONCRCT£ OR MAjWT OPENING DY OTHERS xYNi'DP, fiNTSM IT Ot.£RS i PERDIETER CAULK IT OTHERS WINDOW FRAME HEAD ExTERMR WINDOW FRANC — SILL PCROETER CA,&K DY OTHERS EXTERIOR FINISH — IT OTHERS CAULK BETWEEN VhIOOW fLANGE a WORD BUCK CAMLX DETVCEN vmv11AAW90W.aMfMG DY OTHERS r CAULK DCTVEEN WOOD DUCK MASONRY OPENING DY OTHERS DINE DY WGOD DUCK By OTHERS INSTALLATION ANCHOR 3/tV D!A. TAPCON Q. I fl EMiENT SKIM AS REO'D ME NOTES) GLAZING (TTP. SEE NOTES) 4 CONCRETE OR MASCYNRY . By OTHERS SECTION A -A 1/4- MAX SHIM SPACE INSTALLATION ANCHOR 3/16• DIA. TAPCON SPIN AS RED'D. SEE NOTES) Si) ES AS REO'D AT ECm #W.ALLATON ANCHOR miM LOAD SEARING SMU. MAX. ALIOWABL£ SHIM STACK TO BE 1/4'. 2) YIOOW FRAM: MATERIAL:: ALUM"JM ALLOT 6063. 3) 3/16. Ow, 7APCON INSTALLATION M:NDR MUST BE OF SUFFICIENT ATM. TO ACHIEVE MIN.. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6' FROM CORNERS & 24' 0. C, uAx. ALL FACTORY APPLIED HOLES NOT DESIGNATED FDA TAPCON ANCHORS SHOULD BE FILLED WITM 03 SCREWS OF SUFFICIENT LIM. TO PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD BUCK. s) WpOE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BYBUCK. uS£ 110 SCREWS Of S:1170ENt LENOTM TO ACHIEVE I-`./D MIN. EMBEDMENT AT SAME SPACING STATJ IN NOTE 3. S) USE SILICONI D ACRYLIC CAULK BEHIND mN00W 7;004E A- HEAD. SILL JAMBS. 6) USE SAXONt EO ACRr.IC CAULK FOR PERIMETER SEAL AROUND ExTERKIR OF WINDOW FLMA;E. 7) CLASS THICKNESS MAY VARY PER THE REOIRREMENTS OF ASTM E1300 CLASS. CMARTS. SINGLE OWING K SHOWN, ONSI-004 CLASS IS ALSO OUAL;FIED. S) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO HE ENKRNEERED BYOTTERS. BUILD DOWN MUST BE OF SUfFtECIENT S7nNOTH TO ADEOUATELYTRANSFERLOADFROMWINDOWTOTHES`.RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSOAPPLIESTOFLORIDAEKTRuDERS1750SERIES & 2000 SERIES. TO) Et£VAiONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF TtAS PRODUCT TO Th--SE two C0NFtCuRAT9*S. TH•.G SHEET APPLES TO ALLCONFIGURATIONSTrA' CAN 5E MANUFACTuRp FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIR£MENTS, 1/4' MAX SHIM SPACE SHIM AS R£O'D ESEE NOTES) INDOv FRAME d JAMS ` I SEE NGTEU PER)MEtER CAULK — IT OTHERS / EXTERIOR FINISH J BY OTHERS WINDOW WIDTH 1-1/A' MIN. EMBEDMENT ONE IT v^-OD DUCx DT OTHERS INSTALLATION ANCHOR 3/16' 111& TAPCON CAULK DETVECN V9 DUCK L M:S'V OFENTNG It OTHERS C CAULK IETVEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASOI/QY DP£NTNG BY OTHERS SECTION B-B WINDOW WIOTM A— 1 J WIND B B 1 1 A .f—J A L v- mAx. EXTERIOR ELEVATION EXTERIOR ELEVATION SHIN SPACE IDS .®'„F• 1-1/N- MIN. CAI. F FLORIDA EXTRUDERS ' SANFORD, FLORIDA EMBEDMENT' ONE Dr WJ!ffiD ; A i TITLEFLANGE INSTALLATION DETAIL CONCRETE HEADER V/1 BY BUCK DUCK /r Ot.r[.RS ... ,' ... . Ll DESIGNER FIXED WINDOW 1000. 17.50, L 2OCO SERIES DRAWNBY: BB APPROVED BY: OAT£:02/12/02 SCALE: NTS DWC.: FLEX0035 HWNt) Nn NCN[t WCO&M.• ca, At * tw tpy •v . VJ*t Ix R "O'. r.mm N'. nax yr s3•toa! ... et .•oM ONE IT DUCK INSTALLAtION ANC. -OR 8:0 SCREW yM +-a%a- lfW. ENNBEDNNENi RT WHERE RUCK viol" S1I/IA• SPACE BUILD DOWN CAULK RE7WE-rNCAULKIxv£EN viNHCv FLANGE J.S!!CATMING RY OTHERSMSGAPPL;CS NOTES, tVO RT CNANfNG TWO By RUCK t CohLREIE TO SILL) 1) Srum AS P.£O'O. AT EACH. WSTALLA/ION ANCHOR WITH LOAD BEARING SrXM. MAX. by DIHERS Rr CTEERS ALLCWABLE Srflhf SACK TO BE 1/4 P-Tv004 (!!PU 2) WINDOW FRAME MA"E41IL7 ALUMINUM ALLOY 6063. IT CTHERS 1-3/6- INN. 3) TA;' -ON INSTALLATION ANCNGTS At SP-L M!'ST BE OF SUrICrEMT LTH. TO AcKedE SHIN AS RCO'D EMBEDMENT MIN. EMBEDMENT OF i-:/s' INTO MASONRY OR CONCRL" fT_ /10 WSSALLATION SEE NOTES) INSTALL•'I9N ANC+ ICR SCR£wS AT HEAD h JAMBS MUST BE OF SUFFC£HT LENGTH TO ACMIEA 1-3/3' r0 SCRE': INN. EMBEDMENT INTO WOOD FRAMING AND BUILDOOWN WHERE REOUItED. EXTERIOR rims. INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS @ 2- IN. QRYOTHERSO.C. MAX. WINDOW FRAM£ CALLK IETWEEN A) USE SLCCWAZED ACP.r,IC CAULK BE"NO W40OW FLANGE AT HEAD. SILL k JAMBS. JAHI V114WW FLANGE S) USE %CONZED ACRiUC CAULK FOR P£Rw-RER SEAL AROUND EXTERIOR OF X W D DUCK W0 DOW FLANGE. GLAZING It TP. t/A' MAX. 6) GJKS THCKNESS MAY VARY PER Tr.E REQUIREMENTS OF ASTM E1300 GLASS SEE NOTES) QSrwSPACECH,AM.9. SINGE GLAZING IS SHOWN, WA LAT04 GLASS-6 ALSO W.ALMiD. N T) BUBO DOWN AROUND CURIE) PORTION OF WINDOW FRAME TO BE XNGINEERED By OTHERS. BUILD DOWN MUST BE of SLF-FKEN? STRENGTH TO AGEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. ct B) FLORIDA EXTRUDERS WOO SERFS DESIGNER nKNIOOw SHOWN. TwS PRINT ALSC i APPLES TO FLORIDA EXTWXERS 1750 SERIES k 2000 SERIES. CONCRETE ORK-IF;eETER CNa.K I) CLEVATICW6 SSHOWCOMMONCONFIGURATIONS. IT NOT INTENDED TO Lae USE OF PASwf ITOTHERSiWSPRODUCTTOTHESETWOCOrIFKIURATIONS. THIS SHEET APPLIES TO ALL PERINETCP. CALLK Sr GTHERS SHIMASC^WCURATIOHSTHAT CAN EIE MANUFACTURED FROM TMf_ 1000. 1750. d 2000 RY OTHERS LEENCT"E" SERIES DESIGNER FIXED W24Dw FRAMING SYSTEMS. 1O) WW0-0wLIMIT CAN ALSO BE NULLED TO OTHER UrITS USING ALUMINUM TUBE WINDOW WIDTH WINDOW FRAME wiLLIONN. SEE MULLION INSTALLATION SHEETS FOR REOUREMENTS. HEAD ExtERI,^P. FlNl ivSECTION B-$ RT OT:HERs WIDOW WJGMTEXTERIOR W. NDDW FIi c SILL P ifMETCR CA iK IT OTME?S EX'£ R/OR FEWSN IT m"Cits GLAZING ( TYP. SEE NOTES) SNIH AS REO'D SEC NOTES) BUCK HEIGHTSHmN S%AY EXTERIOR ELEv-^'ION CAULK R£TWEEN a { WINDOW RANGE Q 1 I: ONE Tir WOOD RUCK . EMBEDMENT - fy I TTRAL(71R7FTLORMAB.0.4. F.'I . CAULK -- W££N NA . AV j rVl1SASB NAM: 1 WOOD }. K t 111rr. ' HASOIR- W'PENTNONE IT WCOD TOTHg3SRUCK' RT OTHERS! c CDNERCc£ i>R SFfTION A —A MAA Y'i: /HX -{ NASQR+ - VISTA LATiON AMCX P. IT . OTrEiS 31116' IA. TAPCON ; 1•. (. I Lti.:y A A. FXTEPIC= E_=yF.TiON w IT i' NIX —_M LF Ur PAX 19 INSTALLATION C•,EDNiN 9W SPACE ANCHOR SCRCV (TYFi CAULK E£HIND FIN Iva By FRANKNG SHEATHING SHIN AS Et OTHERS TvO IT BUILDEYC:NERS ( SEE NOTES) ES) DOVN 31 OTHERS CAULK BEHIND FIN FIN rRANIE JAMB NO INSTALLATION ': SHin AS REO'D. NOTES1) SrmN AS REO'D. ADJACENT 10 EACH IN4TA4WiOh ANCHOR WITH LOAD BEARING ANCHOR SCREV (TY J (SEE NOTES) Syu, MAX. ALLOWA E SHIM STACK TO BE 1/4-, GLAZING (tip, — 2) WINDOW FRAME MATERIAL: A.(NNNINH ALLOY 6063. SEE NOTES) VN. Mi 3) USE S;L COHNZED ACRYLIC CAL'U( B£HNNO WINDOW F,H AT HEAD. SILL A JAMBS. v L_ r ISP( SPACE s) USE SNLCONZEO ACRYLIC CA(A.K FOR PERIMETER SEAL AROuN D EXTERIOR OF EAKKxT WINDOW FRAME. S) GLASS THICKNESS MAY GAGS PER THE RFLATING£NTS Or ALS OUA CLASS CHARTS, SINGLE GLAZING K SHOWN. InSu(ATING CLASS K AL50 OUALIFIEO. SNE•TNING. 6) SCREW ANCHORS AT HEAD. SILL k KMES SHOULD BE /6 SCREWS OF SUFFICIENT IT CTnCRS EXTERIOR rBdSH `` LIN. TO PROVIDE UK t IN. MIN. EMBEDMENT .INTO WOOD FRAME. PUCE f6 S SCREW ANCHOR5.6' FROM CORNERS AND 24' O.C. MAX.. EXTERIOR III OTHERS v 7) BUILD DOWN AROL" CURVED POTION OF WINDOW FRAME TO BE ENGINEERED BT \\\ OTHERS. BULD DOWN MAI BE OF SuFFICCW STRENGTH TO ADEOUATELY BY GT.CRS TRANSFER LOAD FROM WINDOW TO THE STMXTURE. PrJ(IHCtER CAUtx 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THK PRINT ALSO ITT DTNEttS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. —VOOV VIM—,11, OTHERS CAULK9) ELEVATIONS SHOW COMMON CONFIGURATIONS. a IS NOT INTENDED TO LIMIT USE OF Br. DTH[RS THIS PRODUCT TO THESE TWO CONFKX)RAT"S. THIS SHEET APPLIES TO ALL FIN. FRANC HEADER CONFIGURAT*NS THAT CAN BE MANLWACTUREO FROM THE 1000. 1750, k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS SEMON B-B10) WINDOW UWT CAN ALSO BC MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TIP. SEE NOTES) EXTERIOR PCRINCTNR CAULK IT OTHERS IB V47ALLATMN -I' ANOW SCIrcv (TYP.) SHEATHING IT OTHERS rim FRAME SILL SHIN AS RED'D.- SE£ NOTES) / L 1/1' 1WLSMINSPACE A tv0 By fRANItIG EXTERIOR ELEVATION BT OTHERS CAULK BEHIND FIN 1 4"0%A. ir NT A EXTERIOR ELEVATION FLORIDA EXTRUDERS Is ORD, FLORIDA TrIU: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES DRAWN BY:BB I APPROVED BY: DATE:02/14/02 n- AU:NTS DWG.: FLEX0037 V-o H I'."V WO.,AW L m P1[—up.. lti, fen rA 4t.AN..N WH.A w" ,V NN — ... snAN CONCRETE OR SM1M AS RE'0'D INSTALLATION ANCHOR MASONRY OPENING tSEE NOTES) 3/16' DIAL TAPCON _r ! f t/A' MAX. SHIM SPACEBYOTHERS CONCRETE OR CAULK BETWEEN INSTALLATIONANCHOR , 1 1/4' MIN. MASONRY OPENING ANGE fa SCREW tiYP. WHERE EMaEDMENT By OTHERSCocaFL i WOOD BuEK CAULK BETWEENONE By WOOD TAP=ONS a<E NOT REO'D:> i 7 WOOD BUCK L BUCK BY OTHERS f / kaw-HER NAS'Y. OPENING i DUCKBYOTHERS INSTALLATION A.LCICRWCAU D BUCKV EN ALLK BY 1 3/ib' DtA. TAPCON Mpi'T. OPENING OT)'- rRS By OTHERS r1 1/4' MIN, Er. 3EDHIENT BY OTiERi SLIDING GLASS Q CAULK BETvE.N By- OTSTUCCHERS V Q C DOOR I! CAULK BETWEEN SL.D.NC GLASS DAP. CMOOKAUL STRIP t 1/ 4' MAX. l JAMBWOOD BUCK t MOOK STRIP Q WOOD BUCK v p SHIM SPACE j NAVY OPENING 1 by LTHERS d SM.M AS REO'D. 1 CSEE MITES) 1-1/4' MIN. EMBEDMENT Q G I 4 INSTALLATION ANCHIM 3/ 16' DIA IAPCON TEK- ERED GLASS p CAULK BETWEEN MSTALLATD3N ANCHOR (TYP.) DOOR ID BUCK Eas SCREW tTYP. WHERE t VOOD BUCK TAPCONS ARE tqT REO'DJ SLIDING GLASS PERIMETER ` ONE BY WOOD DOOR FRAME \\\ BUCK BY OTHERS OTHERS WADCAULK CONCRETE OR MASONRY OPENING STUCCO BYOTHERSBYOTHERSS. G.D. VIDTM O TEMPERED B.O.4,V.TEMPERED GLASS GLASS ( TTP.) SECTION B44m F er-m ER (TYP.) DOOR Y.T .... ,, SLIDING GLASS DOOR cue — S ME, GMT HASP R FILE# ,. HOOK STRIP DETAIL A-- w 1) DOOR MTCRIAL• AL)PCWN ALLOY "fil Z) TAPCOM TYPE J S7ALLATION AMb)OK MIST SE or Aif1C1[M ICNGTM t0 ACHIEVE MIN. CM d(PIJ G 1-1/4• INTO MASONRY OR CONCRETE. 3) KT£ANA:E TAP M INSTALLATIONRi. TALLATIONANCMWSFRO+T TO DACX IN ALL rRANE me"a ._ 4) TAPCM ANCHOR CHARY ON JACK G THIS SHEET. 5) USE SRICOCAULKICD ACRYLIC CAKNIND DOOR rLAA" AT HEAD A JANDS 6) USE SILICENEND ACRYLIC CAULK I COR F£RJ£TCR SEAL A20L1k0 EXTERWR Or_ DOOR _ .. 7) IFEXACTDOERSIZEISmatLISTEDStANCKMpwtT, USE ANCHR'OUANTIi7,LISKD W:TN NEXT. LARGER SIZE M T,t APPROPRIATE CLOU DEfPAPRESSURE REO'0. f) fORPOCKETMLSITESUSECLOffSTR:PAS2 DOOR 512E L COKIGIAlA7JM TO F1WI,E0 OPEMDG RACE tA/tO,S. IN rf2ONTvA G )R S 3TR At I SHOWN, 1GLASSto" APPLIED IED VARYPER KSOD A CS r G ASTM ANc GLASS LD SE SLIDING GLASS / g 10i ALL G SIifICICNtLE,GtNiOIts D /ROv1BGwlS/f upCom 0 UOOD fyCK fKlC6 vtTN N SCKv CiOR FRAME I u, DOOR Lull IS APPaMll USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATI)G GLASS SILL f 12) JAMJ / SILL CORNERS ARE TO D£ SCALED W1tM A SMALL JOINT Sow SCALER . 13) SKIMASRE0'0. AT CA SET ON INSTALLATION AMCMDRS MAX ALLOW ACE SWM STACK TO. JE 114-- 14) ALL INSTALLATION ArCMORS MJST JC MA:£ Dr CG,RO:IM RESISTANT MATERIALS. 15) A40K ' X• REPRESENTS ,OVO4 PA,CL AND 'D• REPRESENTS FIXED PANEL APPROVED , A ..- COri" ATICRC NS AAS LISTEDMANCHOR CHART ONWK OF TINS SMECT 16) NOT ALL COKTQRTmNSLISTEDAfGVCARESWVNMTWSDRAJMG, /OVEKR INSTALLATION I EXTERIOR ELEVt':ON SCCt S 'A-•. 'J-J•, i NOa STRIP DETAIL APPLY to INSTALLATIM OF ALL APPROVCL. E`t3EDMENT 2: PANEL DOW S.-OWNINSTALRATIMS. . 17) INSTALL M TAPCONDKEACHPAD! Or FACTgtY APRI£D JfiTALLA7IM ,OLES UNLESS /OtEB d I-1/4' M.N. OTTEOMSE ON ANDO CNWIT. SEC RACK OF TINS S)EET. tf) rLOODA EXTWAX RS IDDD SERIES SLIDING GLASS JOOR IS 9OVn 7KIf wic. ALSO APPLIES TO . d JDTD SERIES No SOD-SERiEr d. D REV DESCRIFTI4N DATE INI EXTRUDERS CALLxI ; UNDER rSILL L INSTALLATION ANCz FL D P D A INT: INC. $ANFORD FL: OR SET SILL IN BED TITLE: SLIDING GLASS DOOR OF CONCRETE 3/16' CIA TAPCON INSTALLATION WITH TAPCONS SECTION A -A DRAWNBY: B APPP.OVED BY: DATE:10/25/01 SCALE: NTS IM #: FLEX0021 APPIYATEL ff"AMIN1 INC - rA 911ERNATIONft PKI- Mt( :SR ME.TIAJ' ., fLouz& W.6. ADT-ffS'DiR fAK N7-KS•DIN Shim AS RE'O'D SNEATMING (SEE NOTES) BY GTMERS CAULK BETWEEN F/J DOOR FLANGE L SMEATMING INSTALLATION ANCHOR f8 SCREW TWO BY WOOD HY OTHERS F/' MAX. 1/4SPACE a-- DOOR WIDTH SLIDING GLASS DOINt FRAME JAMB EMBEDMENT IN TEMPERED CLASS STUCCO Oft SIDING By OTHERS SLIDING CLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS CLASS ( TYP.) HEST SECTION B-B SLIDING. GLASS. DOOR FRAME SILL D A MAX. 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TAPPING SMS TAPPING SMS EMBEDMENT i 2 X 4 X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION INSTALLATION ANCHOR B8 WOODWINDOVFRAME MULLION WINDOW FRAME t MULLION SCREW (TYPJ M8 X 1-1/2 SELF k8 X 1'1/2 SELF EXTERNAL MILLION TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A —A (1) SECTION A -A .(2).: MULLION 1 X 2 7/16 X 1/9 1000 SA X 2 7/16 X 3/8 JAMB (TYPJ APPLIES TO HEAD do SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USEDL000SJL JAMB (TYPJ TUBE MULLION 1000 Sit1 JAMB (TYPJ TUBE MULLION APPLIES TO HEAD & Stt1 WHERE 1' X 2' i- X 2 7/16- TUBE MULLIONS ARE USED B8 X 1/2 SELF B8 X In SELF B8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS LWINDOW AI f8 WOOD SCREW TYPJ SILL CLIP SELF SEALANT S t8 X 1-1/2 TAPPING SNSp FL t MULLIONWINDOWFRSEALANTFRSEMBEDMENT1. MULLION a MULLION SECTION A —A (7) 1-1/2 SHCAt macMBX1-1/2 SELF TAPPING SMS 8.X SELF. TAPPING SMS DETAIL C SECTION A -A (3) SECTION A —A (41 1 X 4 X 1/8 1 X 4 X 3/8 pj- Aux1L1ARY PLATE FOR ADDITIONAL. AN S, VREQ MENUIRED) TUBE MULLION TUBE MULLION WA D-Q' - O. R/ DR O O 10_ stl_ loon s.H, TYPJ JAMB (TYPJ JAMB 18 SELF-TAPPIMW SMS ( TYPJ DETAIL B MULLION f0 X 1/2 SELF B8 X 1/2 SELF TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR V FLORIDA EXTRUDERS O"A4;ma sTMz: SER. 1000/1500 FIN SHEET. 1 OF 2 VERTICAL MULLION SECTIONS' SEALANT BETWEEN SEALANT BETWEEN VV400V FRANC WINDOW FRAME t f SEE OTHER SIDE ( SHEET 2-OF 25' FOR DESIGN PRESSURE CAPACITIES N8X1-1/2 SELF :.:.' tt8 X, lrl/2 SELF TAPPING SMS TAPPING-SMS DRAttrt BY. MSH APPRUYED BY: z- SECTION A -A (5) SECTIONA—A (6) DATS:2/6/02 SCAM-NTS DSc.: 1VMF-IN i iy I X 2 x 3/9 ONE BY WOOD_, Dt_•a C14CSriX2X1/. 140J S,F+., JAB CTYr.3 ?+JFc Mlt:! :'lh . J'A!!_T' (TYFJ ' T.lE= !HPLP -IN L 3:CC by 07 itRS CONCRETE OR MASONRY BY GT RS MIN. 6 X 1/2 SELF t tte x tit ScLr EMBECMENT 1 1/a 4' . Q ' 4 iAP?jN, SMS A.. itiG SMSI S-rALMT B , n': SEALANt BETWEEN 4TI'''. ANC ? 3/15' 'r1A. i J 1.'_'• A' w'S `-..i ni v of S \ Tir%rl'j[f $sec . _ , 2 R 4 X 3r e x " A *u'Q t• Y..) fit£ X !/2 Sar *9 X , VE SELF sic , : E2" MP..LION SECTION, sms -r.rh SMS .t.... _.]. . P%S A_ •TinµCL;a SECTION, A A , ; SECTION' A -A (2) f " CA. MU ,Uv 10 CONCRETE 4 HEAD il,(A UES 'M HEAD do S,LL WHERE I' X t X- c 7/,5 X :ic !!! L L X ...eE LtLwcu ARE ..+5£O% TL+M'.MULLION / i X _2i/IE x 3/6 ^\• 1 1, . lone SZ - 104: S-K T ME MLD.Lli;h JAMB CTYP") JAM! CTYP") JAMB (TYP.) I ` 1 e x !/2 SELF r-INSTALLATION ANCHOR s x !/2 S£ "F :9 X 1/2 SELF TAPP IAG S-S 1 IIIJ. 3/16• BIA TAFWN TAPPUK SMS TAPPING SMSj SCREV AN0rGZ_CTYrJ SILL RIP N8 1 1-1/2 SELF SEALANT BETWEEN SEALANT BETWEEN SEALANT BETVEEN TAPPING SMS VINDEV FLANS 1 1/4' MIN. VIN'WV FLANGES VINDaw FLANGES i KA.LIGN v EM3E!I XT L MULLION i MMLTON _ Q08X1-1/2 SELF #9 1 ,-!!2 SELF 5ECTION A—A(7; - TAMING SMS ?AP?IMv PRECAST SILL BY - OTHERS L_IX3 IAP P,_AT " S C110N A -A (s SECTION A -A (4; CF`G` - ADD?i NAL ANCHORS V -EN RMJIRED). IX4X1/6 1X4X3/6 _ t t 4 TUBE MULLION TUBE MULLION . .Q• •/ I A. { j j'''jj1' _ _ tar. SA { Iw—, S.H. JAMB (TYP.) l JAMB (TYP.). i j , / { D c`f_c TFonta M[9 i TTIN SMS (TYP.) `- BETATI B I 0' tie X 1/2 SELF Ne x 1/2 SELF vIEWED FROm EXTEMOR ! TAPPING SMS TAPPING SMS ------ FLORIDA EXTRUDERS= n&N- AnONonnL nTIE: SER 1000/ i 500.-r LANGE . SHEET 1. OF "2 K _ HL MULLION SECT1.QNS SEALANT sETtEEN `1 .. VtNn. PLA Ecr+ Sc.r OTHER S I b.. < S-IEET '. .c Qr VJfBQVFLANG=S \ uINBtT. t LANsi r MCI, -# 8 X 1-1/2 SELFF IES!GN- PRtSSURE, CAPACITIES LIreX2-!/J2 SELFy TAPPM Sks TAPPING SMS B iD MS" SECTION' A A ; J i v H— (o iDATE:2/ 1 /C'2SCALETP:Pll07 a© luUi Sr 1 X 2 X. I /B 10CC S.H. - 1 X 2 X 3/8 Tu5_i1GuRJA!;P (?YP.: TUBE M,"-tIC"! j.:,MS LTYP_.. XE X 1/2 SELF 08 X 1/_ SELF 2- X a X 3/6 - TAP?:aG SMS TAPPING SNS TUBE m.L-L12N, IOG,: S.- SEA .h.: IETv-ENEA4Y , V YIA. ` pAAN aS _' \ rZ i .Y aT VEA !-112 S-LFTAPPU-06 X I-:/'E SELF tt. S TAP?ip< SMS c-JE'CIDON A -A (1) SGT:Gi` A -A f2.jX27/ 16X 1/8 X27/16X318 UKMLrTYPICAL vE?7-,CAL TO i OR'Z NTAL !MULLION TO M0-L10,4 I QEjA! L C NTERNAL CLIP o ; r-LNSTALLATMN ANC».R JAMB ( TYP.) JAMB ('T'rJSEALANT 3ETVrc L t c I ' i s/i5' DIA TAPCM IkeXI-./- sEL I SCREv ANCHDA rnPJ VIN , FLANGES t !! RLI>pv TAPP'DCS?!S . SECTION A -A (7) ; SILL CLir 2 TAPPING SMS ;APP1Nf,2LF SMS f SEALANT BETVEEN .. SEALANT BETWEEN j viNDOv FLANGES inksaV FLANGES .8 X 1-1/2 SELF L MULLION L KULLION TAPPING SNS i o X 2-Ll2. SFLt ' A -A ( 3)TIiPPINv sks. SECTION A -A (4) S_SECTIONiIX4X+ F 1 X4X3/8 i TUBE MGLI 10% TUjtj IGNACrQ 1 j Fo, Q, JpMA f, T R1 \ v c MASTE, ni - --- FftX#.6 R8 X 1/2 SELFWTA,-rlNG SELF T GNG SMS SMS SEALANT BETWEEN SEALANT BETWEi(IML'OWFLANGESV1N 'C AG-112SELc MULLION , LMULLION_ " .. - TAKING SMS 48 X1-1/2 SELF He K s% SECTIONA - A (5)TAPPING srs SECT;OIv A -A !E; FGS 5 iL_ 13 Y A EM EcL4lEatT RECASTSILL BY OTHERS I . qt iY Lieq" PLATE " FZR ADDITIONAL At-tRRS, VMEN gE0'1LREu. JHt:_ E.Ii31 o. tiCR FLORIDA EXTRUDERS saxFo nNARmn Tnu:SER i000/ 15uv FLANGE SHEET 1 OF ,2 VERTICAL MULLION INTO HORIZLONTAl SEE OTHER- S I L < SHEET 2 OF 2) ;70R DES16N:,PRESSURE CAPACIT'IESL. DRAWN BY: M SH " APPROVED,BY: DATE:2/ 6/02 I SCALE. N (S DWG.: 1 VMHMF LG . V SEALANT 8ETVEEM APPLIES TO HEAD & SILL WHERE i' X 4' wD1D0V FLANGES untoew eP DETAIL C 2" X 4' TUBE MULLIONS ARE USED L MULLION 2000 P.V./DESIGNER 20D0 P.VJDESIGNER WM A#WMWAL AMCMM VWN W-QVWIu SILL CTYPJ SILL CTYPJ 8 X 3/4 SELF 09 X 3/4 SELF SHEATHING TAPPING SMS TAPPING SMS OiX27/16 X 1/9 TUBE MULLION O1X27/16 X 3/9 TUBE MULLION INSTALLATION ANCHOR #8 VOOD SCREV CTYPJ TYCEN VDmOV FLANGES 0 L MULL EXTERNAL MULLION INSTALLATION CLIPTWOBYVOOD DUCK BY 'OTHER 08 X 3/4 SELF 8 X 3/4 SELF 1000 SR TAPPING SMS 1000 S.H. TAPPING SMS MULLION HEAD CTYPJ HEAD CTYPJ 2000 P.VJDESIGNER APPLIES TO MEAD t SW WHERE I' X 2' SECTION A —A (11 SECTION A —A (2) SILL (TYP.) B I- X 2 7/16• TUBE ULUMS ARE USEDDETAIL 8 X 3/4 SELF TAPPING SMS2X4 X3/8 TUBE MULLION AU.ATMN iwCHMW7:,m m SCREV CEN'LI' Fi.®R SEALANT N L MULLION CUPsL1/8' MIN S EMBEDMENT DETAILC .. - .• A SEALANT KTWECNSEALANT BEIVEEN 08 X 3/4 SELF VDaOV FLANGES wzmDov FLANGES TAPPING SMSMULLIONl L MILLION L — A / 1000 SR2000P.V DESIGNER 2000 P.VJDESIGNER HEAD CTYPJ SILL CTYPJ ElSELLCTYPJ 9 X 3/4 SELF #9 X 3/4 SELF SECTION A -A TAPPING SMS TAPPING SMS IX4XL8 1 X 4X3/8 TUBE MULLION TUBE MULLION FLORIDA- EXTRUDERS no xnA SER. 2000 F IN SHEET i7717' TWi'}d- HORIZONTAL MULLION SECTIONS f - - SEE OTHER SIDE (SHEET 2. OF; 2> FOR 8lE 3/4.SELF #8 X 3/4 SELF DEIGN:.PRESSURE«CAPACITIES..K>. f1000SRTAPPINGSMS1000 . SR TAPPING SMS HEAD CTYPS FAD (TYPJ 1 E6 2002 iDRAWN air: MSH APPROVED BY: - SECTION A —A (3) SECTION A -A (4) DATL2/6/02 I scue:NTS DIrc.: 2HMFINTR 20M P.V DESIGNER SILL CTYPJ N8 X 3/4 SELF TAPPING SMS1X27/16X1/8 TUBE MULLION LLlO/ i MILt TOO X 3/4 SELF 2000 S H TAPPINGSMS HEAD CTYPJ SECTION A —A (1) 30 TYPCCAL MULWN TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE I' X 4' DETAIL B A 2' X 4• TUBE MUWONS ARE USED) r2000 P.VJDESIGNER SILL CTYPJ CONCRETE OR MASONRY_ 1 8X 3/4 SELF BY OTHERS TApxpaSMSI X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIAL TUBE IAILLION TAPCON SCREW ANCHOR CTYPJ ONE BY WOOD _ EXTERNAL:MtLLION INSTALLATION CLIP BUCK BY OTHERS _ . 2000 P.V./DESIGNER MULLION N8 X 3/4 SELF . SILL CTYPJ 2000 S.M. TAPPING SMS HEAD CTYPJ B8 X 3/4 SELF SECTION A —A f2i f TAPPING SMS 2 X .4 X 3/8 TUBE MULLION Q g,®. A•F. SEALANT BETWEENIF 1.1/4' HIM. g' WINDOW FLANGE EMBEDMENT - FILE # ;"_-----""'" r 8 X 3/4 SELF ` SEALANT BETWEEN WINDOW FLANGES 1L WJLLMN 2000 P.WJDESIGNER SILL CTYPJ i8 X 3/4 SELF TAPPING SMS IriX4X1/ 8 JJ TUBE MULLIQN TAPPING SMS .. 2000 SA -- _ 000 P.VJIESIGAERHEAD CTYPJ :. ILL. CTYPJ se x 3/4 SELF SECTION A -A jw APPDiG SMS -; IX4X3/8 TUBE MULLION _ VIEWED FROM EXTERIOR YDOW FLANGES FLORID Q : EXTRUDERS snv NoRD. nomA LM{LLi! TPPLE: SER. ,: 200..0-I FLANGESHEET- 1 „0F 2 a TRIFA- Er HORLZONTAL MULLION- SECTIONS f8 X 3/4 rSELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE (SHEET 2 [IF .2) FOR HEAD J HEAD CTYPJ DES I GN ,:OR_ ESSURECAPACITIES 4 SECTION A -A 0) SECTION A —A (4) - - 1$ $ naAlrx »Ic:MSHfl» DATE: 2-/6/02.sd-AIEc-NTS=-=-- A1FG.:2Hh1FLGTR ---- -- -, 7 2000 SA 1 X 2 7/16 X 1/8 2000 S.fi I X 2 7/16 X 3/8 JAMB (TYPJ TUBE NULLIIIN JAMB (TYPJ TUBE MULLMN DETAIL TYPICAL VERTX;AL TO HORIZONTAL MMION TO MULLION 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SNS TAPPING SNS O(STALLATII INTERNAL CLIP 2X 4.X3/8 TUBE MUTA IM SEALANT BET VED( N8 X 1-1L2 SELF 2000 SJi {- 1XFLAN=vIN00 ` ! K_ TAPPING ,IAMB (TYPJ a•NULt.mN - OR 2X MULL8x1-i/2 SELF TAPPING SNs DETAIL 8 8 X 1/2 SELF SECTION A —A (1) SECTION A -A (2) TAPPING sns 31 T SCREV ANCHOR Cn?J 1 x 4 X 1/8 1 x 4 X 3/8 _` SILL CLIP TUBE MULLION TUBE NULLION Q 2000 S.H. 2000 Sit SEALANT BETWEEN" #8 X 1-1/2 SELF 1 1/4 M111 ViNDUV TAPPING SMS EN8£DMENT JAMB (TYPJ IAMB CTYPJ SECTION A —A -(5) PRECAST Sil°L sii prtERs AUXHJARY-.PLATE 8 X 1/2 SELF #8 X 1%2 SELF ABRITH AL ANCHM,-WEN REOUIREW TAPPING SNS TAPPING SNS ! rc SEALANT SEALANTSEAIANT BETYEEN VT # 8 X 1-1/P SELF YR(DOV FLANGES TAPPING SNS KXI" #8 X 1-1/2 SELF MN A A TAPPING SNS MULLION _ SECTION A —A (3) SECTION A —A (4) 8 SELF TAPPB(G SNS RYPJ \"nETAn eON VIEWEDFROM EXTERIOR - p,.. RaTMATIONA4 FLORIDAEXTRUDERSt>,mA C rgjTt cFRr Triu: SER.. 2000 FLANGE SHEET -'I:OF. 2 VERTICAL - MULLION INTO HORIZONTAL:= .. R/ R SEE OTHER SIDE: (SHEET-2-OF 2) FOR-: DES I GN -PRESSURE -CAPACITIES -; I g ! , DRAWN Br: JBH n 0yt sr: DAiB 2/2/02 scnLE NTS... D1TG ;. 2V.Mtftf LG__ 1X OR 2X MULL Ii FS SEALANTWINDOW FLANGESN L MULLION 3L4,U ffu- NAME: 2000 P.V DESIGNER 2000 P.WJDESIGNER SILL CTYPJ SILL 'CTYPJ 8 X 3/4 SELF 18 x 3/4, SELF TAPPING SMS TAPPING SMS L X 2 7/16 X 1/8 I X 2. 7/16 X 3/1 If TUBE MULLION TUBE kULLIDN SEALANT BETWEEN 68 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (1) SEALANT BETWEEN .SEALANT BETWEEN WtNWV FLANGES VINDOV FLANGES L MULLION' L MULLION 2000 P.VJDESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS I 4X1/8• I TUBE MULLION 11 NIB X 3/4 SELF Iwo. SIN. TAPPING SMS HEAD CTYPJ . SECTION A -A W I TWO BY BUCK . BY APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 88 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION 2000 P.V./DESIGNER DEInD. L " A SILL CTYPJ 48 X 3/4 SELF 1000 S H TAPPING SMS 118 X 3/4 SELF HEAD CTYPJTAPPING SMS 2X4X3/8 SECTION A —A (2) TUBE M,LUON I I/8• M EMBEDMEN i1EY6llQti SEALANT BETWM VIEWED' FROM EMMOR L MULLION DETAIL 8 APPUES TO HEAD. *,SILL WHOM 1x Y 1* X 2 7/16'- TUBE MULLIONS ARE USED ALLArMN NOOOR Is VOID SCREW 2000 P.WJDESIGNER 98 x 3/4 SELF Ham CLIP SILL CTYPJ LF TAPPING SMS TAPPING SMS —loon S.H. SECTION A -A (5) 1 X 4 X 3H9 HEAD CTYPJ ENDEBMW TUBEMULLIONFLORIDA EXTRUDERS m7"NA" ' "c SANFORD, F PMA SER. 2000 FIN SHEET I OF,2 - j If c TWIN HORI20NTAL MULLION SECTIONS " SEE OTHER SIDE ( SHEET 2 OF 2) FOR . 68 X 3/4 SELF DESIGN PRESSURE CAPACITIES ; 0 ttooSH HTAPPINGSMS :. E9 20 HEAD rrYPJ DRAWN BY: MSH APPROVED BY. SECTION A — A (4) DATE:2/6/02 SCACE:NTS " D>rG.: 2HMFINTW ~ I L ML TYPIC& MULLION TO CONCRETE • JAMB APPLIES TO JAMB WHERE I- X 4` T g 2' X 4' TUBE MULLIONS ARE USED) _ Q i 2000 P.V./DESIGNER SILL (TYP.) 2000 P•V DESIGNER SILL MR.)- 8 X 3/4 SELF 11 09 X 3/4 SELF TAPPING SMS i X 2 7/16.X 1/8 TAPPING SMS1X 2 7/16 X 3/ TUBE MULLION TUBE MULLION SEALANT BETVEEN FLANGES. VINDOV L MULLION 8 X 3/4 SELF 6 X 3/4 SELF 2000 S.H. TAPPING. SMS 2000 S.H. .TAPPING SMS HEAD CTYPJ HEAD CTYPJ_. SECTION A -A (1i SECTION A -A (21 SEALANT BETWEEN WD=V FLANGE L MULLIDN I iA CFACTMER Nam' 1 # SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.W DESIGNER 2000 P.W DESIGNER SILL 4.) SILL (TYP.) 18 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS IX4X1/8 1X-4X3/81 / TUBE MULLION TT MULLION 8 CONCRETE OR MASONRY BY OTHERS INSTALLATION AN0OR 3/16' VIA TAPCON =REV ANCHOR (TYP.) 13NE BY WOOD EXTERNAL MULLION INSTALLATION CLIP BUCK BY OTHERS Q 2000 P.V DESIGNER MULLION SILL CTYPJ 8 X 3/4 SELF. TAPPING SMS 2 X' 4.X 3/8 QTUBEMULLION 1 1/4' MIN. EMBEDMENT DETAIL ' I r— A N8 X 3/4 SELF TAPPING SMS L- - A S.M. HEAD CTYPJHEAD SECTION A -A (5) FLEiI N._Y VIEWED FROM EXTERIOR TLORIDA EXTRUDERS'rA IoxaL, QTc SANFORD. FLORIDA rM& SER.. 2000 . FLANGE- ` SHEEN ; l; OF-2, TWIN HORIZONTAL'MULLI N``SECTIONS SEE OTHER SIDE (SHEET-2 OF-2)-:FOR DESIGN_ :PRESSURE-. CAPAC.IT I ES 1 F B 2002 inUWN BY: MSH = APPROVED-Y Dsrs:2/_4102,, . su. NTS :' nxc.-2HMFLGTW 14 AUXILIARY PLATE APPLIES TO HEAD & SILL WHERE 1' X 4' cat ADDnMMMIL ANOCM VICN REOMED) do 2' X 4' TUBE MULLIONS ARE USED CENrO 'TAIL C RAL FLOREDA B.O.A.F. SHEATHING HANWACTLJ NAME: me 0 fG oR/pf btRuDt SEALANT BETWEEN ' M E # _ MA.LSf1 O : INSTALLATION A CHaR # C WOOD NDWVFLANGES t MUl1ION am SILL' CTYPJ EP.V,/ DESIGNER _ 2w P.VJDESIGNER XTERNAL MULLION SILL CTYPJB8X3/ 4 SELF 118 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS IX27/16X v8 1X 27/1613/8 TUBE MULLION ` TUBE FULLION MULLION SEALANT BETWEEN ` .. . VDIDOV FLANGES w L MULLD] M DEI8iL5. A N8 X 3/ 4 SELF IM SH TAPPING SMS HEAD CTYPJ ' SECTION A —A ( 1) SEALANT BETWEEN SEALANTDOV BETWEEN VINDW FLANGES L MULLION i MULLION 2000P.VJDESIGNER SILL CTYPJ M8 x 3/ 4 SELF TAPPING SMS IX4X1/ 8 r TUBE KLLIONisX3/ 4 SELF I= SA TAPPING SMS , HEAD CTYPJ _ cFrTinN A —A ( 3) 2M P.Y./ DESIGNER 1sD. cTYPa l '— J N8 X 3/ 4 SELF A iDI10{ TAPPING SMS N8 X 3/4 TAPPI G SMS SAD CTYPJ 2X4X3/8 SECTION A —A ( 2) TUBE MULLIOPI i L 1 1/8' MIN. EMBEDMENT y VIEWED FROM:EXiERIOR SEALANT BETWEEN VINDDV FLAMM DETAIL a APPLIES TD 1-AD t SILL -MR M t• x 2' . L MILLION _ k I' X 2 711C TUBE IMRUONS ARE USED ALIATIM AMD= SECTION A —A ( 5) cfeT,rP= SCREW Hma CLIP 2= P.W./ DESIGMER t8 X 3/4 SELF SILL (TYP•.> TAPPING SMS t8 X 3/ 4 SELF TAPPING SMS IOOO S.K t 119' NtN I X 4 X 3/8 MEAD CTYPJ EMBED it+T TUBE MULLION FLORIDA EXTRUDERS. '' ' l SANFORD, . FiORIDA TIM: SER. 2000 FIN SHEET i ,OF 2 - - HEIR I ZONTAL" MULL ION SECTIONS v SEE OTHER SIDE (SHEET2 OF2) FOR rs x 3/4 SELF DESIGN PRESSURE .CAPACITIES tooD sx TAPPING -SMS 1 B Zf Z. MEAD cTYP.> DRA1/H BY:MSH APPROVED_BY --- SECTION A —A (4) DATs:2l6/02 sCALs: NTS ' nec.: -2HMF LN.. SEALANT XTVECry SEALANT HETWEEN VDIDOW FLANGES VINDW FLANGES MULLEN MULLION 2000 P.V./DESIGNER 2ow P.VJNSIGNER SILL ;Y) SILL (TYP.) 9 X 3/4 SELF r #8 X 3/4 SELF TAPPING SMS TAPPING SMSIX 2 7/16 X 3 1 X 2 7/16 X 1/8 TUBE MULLION TUBE MULLION 8 X 3/4 SELF #8 X 3/4 SELF TAP TAPPING SMS2= S.H. TAPPING SMS S.H. HEAD (TYP.) HEAD (TYP.) SECTION A -A (1 SECTION A -A (2) SEALANT BETVEEN WDMaV FLANGE L MUIJJON 0 FLopo ixaNT"L SEALANT KTVEEN Sc&ANT'KTVEEN WINDOW FLANGES VINDOV, FLANGES L MUtAJM L MULLEN 2= PV./DESIGNER 2= P.V./DESIGNER SILL SILL (TYP.) 8 X 3/4 SELF #9 X 3/4 SELF TAPPING SMS TAPPING SMS I X 4, X ve -1 X 4 X 3/8 TUBE MULLION TUBE MULLEN v L M v 0 7 VJDEVI' yp') TAP X 3/4 SELF 8 X 3/4 SELF T1APPINGSMSTAPPING SMS HEAD - HEAD (TYP.) SECTION A-A-il Kl nQN A -A -U4 TYPICAL MULLION 70 CONCRETE 6 JAMS APPLIES TO AWS WHERE I' X 4' 2- X 4- TUBE MU ARE USED) CONCRETE OR MASONRY—,,, BY OTHERS INSTALLATMN ANCHOR 3/16* VA TAPaIN SmEv ANCHOR cTypi ONE By ---EXTERNAL MULLEN INSTALLATION CLIP BUCX BY OTHERS 20M P.W./DESIGNER MR MN SILL CTYPJ 8 X 3/4 SELF TAPPING SNS 2 x 4 x 3/8 TUBE MULLION1/4' KUL EMBEDMENT DETAn-I 8 A TAPPING 118 X 3/4 SELF TAPPING SMS 2m SR HEAD cm.) SECTION A-L-W ELEVATION VIEWED FROM EXTERIOR nnTmnoNJvl INC, FLOR.IDA, EXTRUDER.S.. AA"01M. FLORIDA T=*SER. 2000z.FLANGE SHEET A OF-2A. HORIZONTAL MULLION StCTIONS SEE OTHER SIDE (SHEET 2OF 2)"; TOR PR- -- CAPACIZIEV----8 DESIGNSSURE' jOilAWN BY-MSH DAT& 2/4/-02—tSdUX-NTS- -IDWG ay TVO BY WOOD DETAIL BUCK BY OTHERS 1 1/8' MIN .. EMBEDMENT 2000 SA 2000 JAMB CTYPJ I X 2 7/16 X 1/9 JAMB CTYP1 1 X 2 7/16 X 3/8 TUBE MILLION TUBE MULLION 2 x 4 x 3%8 TUBE MILLION SHEATHING 8 X I/2 "SELF /8 X 1/2 SELF INSTALLATION ANCHOR s8 WOODTAPPINGSASTAPPING -SMS SCREW tTTPJ EXTERNAL MULLION INSTALLATION CLIP 2000 SSL IIULLIOM _ JAMB CTYPJ APPLIES 30 HEAD &_SILL WHERE 1' X 4' 2' X .4 TUBE MULLIONS ARE USED SEALANT i ENSEALANT e N s8 X 1/2 SELF APPLIES TO HEAD dc. SILLWHERE 1' X 2' VDODOV FRAME VVCW FRAME TAPPING SMS 1' X 2-7/16' TUBE ALq=NS ARE USED LMULLIONLMUAJMAMN8 X 1-1/2 SELF' N8 X 1-1/2 SELF INSTALLATION AKNOR TAPPING SMS TAPPING SMS DETAIL B SNOOD SCREV SECTION A —A (1) SECTION A —A (2) SILL CLIP CERYPRAL FLi3RE DA B.O.A:F. sEwuwT BETWEEN 48 X 1-1/2 SELF MANWA + TURE'RNAM: TAPPING SMS VLMDOV FLANGES s MULLION 1 1/8' MIN. EMBEDMENT GoRin, 4 z7r_r14 1 X 4 X 1/8 1-X 4 X 3/9 TUBE KILLIdJ _. _TUBE MUIJ_ION 2000 Sr1 2000 S.H. JAMB CTYPJ JAMB-CTYPJ 8 x 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT ; SEALW BETWEEN vDdw + FRAME VINDOV FRAME L MULL" -- ' 1 MmAmN 8 X. 1-v2 SELF__ ._ _ ..., _ t18.X 1- LV2 SELF TAPPING. SMS TAPPING. SMS SECTION A -A (3) SECTION A —A () SECTION A —A, (5) SWANN; DETAIL Cwmk mom k8 SELF 1 AUXILIARY` PLATE CFOR ADDITIONAL=ANCMORS;'-WFIEN REOURQED) 0. q 3o GSMS CTYPJ:_ ` DETAIL B MILLION ELEVAM - VlEWEO'ft2aM EXTERIOR - FLORIDA`-EXTRUDERSn rEaxA" ON >N f t s AiF'oFm FLORm r r Tn7, r- SER.- 2000 ' FIN - SHEET I 'OF VERTICAL .,MULLION SECTIONS 1 DESIGN PRESSURE( CAPAC-ITIES .2)'FOR r • ORAlr1t $Y: MSH ! e' APPROIED •BY:' DAT 2/6/ 02 SCALF-NTS DIFG- 2VMFIN ONE BY WOOD QETAtL C 2000 S.H. 1 % 2 7/16 X 1/8 - 2000 S.M I X 2 7/16 X 3/8 BUCK BY OTHERS JAMB (TYPJ TUBE MULLION JAMB (TYP.) TUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIK BY OTHERS4EMBEDMENT44 i8 X 1/2 SELF 11B X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW ANCHOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP TUBE MULLION VINI)OV FLANGES WVaOV FLANGES ON TOIM MULLION TO CONCRETE O HEAD Y8 X 1-1/2 SELF 8 X 1-1/2 SELF JAMB (TYPJ MlA.1.I0r1 do14LIES T 4 TAPPING SMS TAPPING SMS TUBE Af&ULlIONS ARE USED) SECTION A —A (1) SECTION A -A (21 L8 X 1/2 SELF DETNL B, , TAPPING SMS INSTALLATION ANCHOR 3/16' DIA TAPCON 1 X 4 X 1/6 1 X 4 :X 3/8. SCREW ANCHOR (TYPJ TUBE MULLION TUBE MULLION SILL CLIP 08 X 1-1/2 SELF TAPPING.SMS sm L MULLION .:. AEMBEDMENTQp1 JMB cm.) J Mmp.) SECTION A DETAD C T T - .L M TPRECAS7'S1CBYL -OTFfRS MULLI w _ se X 1-1/2 SELF s8 X 1-i/2 SELF SMS m PJ DETAIL 2TAPPDNGSMSTAPPINGSMSELEVATIO SECTION A —A (3l SECTION A -A (4) VIEWED FROM EXTMIOR 8.O.A F. c; i =:• I FLORIDA. EXTRUDERS 'noxat., IN AM -NAM SAlUbAD hblafi ; a MANU N H 12- VERTICAL- LD ! Y V v l MULLION SECTIONS r mAgm MIX ... # — SEE OTHER.. SIDE :SHEET..,::2 OF 19 . 202 DESIGN PRESSURE t.APAC-IT,IES- DRAWN EY: JBH a_ - Y + AFEBiOYEO'B7C _2'V NTS D q. Q3 PRODUCT CONTROL NOTICE Or ACCEPTANCE Pren dor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAIVII-DADS COUNTY. FLORI) METRO -DARE FLAGLER BUILDI' 13UILDINC GQDE COMPLIANCE OFFI MFMO -DADS S ACii.ER nUII.DI 140 mis'r i.,LA(;I.CIt !;iitr.c 1•, surl1: I MIAMI, F1.0R1gA 33130.1 105) 375.2901 FAX (305) 373.2 CYMTRAC:•COR 1.ICENt11,YC SKTI 305) 375.2527 FAX (ins) 375.: CO•r L\C1'Oli t:NNU1tCl:air:,vr D!1'I i " 305) 373.29" FAX (305) 375-: PRODUCT r COV•r tot. Divis 305) 373.2902 VXX (305) 3724 Your application for Notice of Acceptance (NOA) of, C»tergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dar County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. if I product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Cede. The expense of such testing will be incurred by the manufacturer. c-- ACCEPTANCE NO.: 01-0311,25 EXPIRES: 04/02/2006 Raul tcoariguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIOi` AL PAGES F011 SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &- PRODUCT REVIENV GOi\TtiTTTTEE 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. Francisco 1. Quintana, R.A. Director Miami -Dade Coutity APPROVED: 06105/200i Building Code; Compliance 01•Iie Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVEDJUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANC[,.: SPECIFiC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply, with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/E Instving CIazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constnicted in strict compliance with the follo% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29197 with revision C dated 01/11/00, bearidg the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang such that the ang!c between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arcs nre designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, protection system. S. LABELING 5.1 Each unit shall bear a peri»ancnt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREi•IENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Noticc of Acceptance 6.1.2 Duplicate copies ol'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 Of teial or the South Florida Building Co, SFBC) in order to properly evaluate (lie install Lon of this system. tvlanu I Pcrc2, P.E. Product CoC Exam Product Control Division Premdar Entry Systems ACCEPTANCE No.: 0I-0314.25 APPROVED : JUN 0 5 2001 EXkRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi and the original submitted documcntation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. i. 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 Acccptancc 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 Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcmova) Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T111S ACCEPTANCE Manu Pcrcz, P.E., Product Con tr ram Produ ntrol Division COP-WL-MAOi00-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing 2'0" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 316" Not Listed Not Listed I — I — X0, OX, OXO II 2'8" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I I 1'0" + 2' 10" + 1'0" 1'2" + 2'8" + ITI 1'0" + 2'8" + 1'0" 1'C" - 37 + IT" 17' + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'l0" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO I 2'8" + 2'8" COP-WL•MA0142-02 02.0419.08 Application Filed) 52.0 t NO 2'8" + 21" 2'10" + 210" 3'0" + 3'0" i I 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 2.0 NO 2'8" ; 2'8" + 2'8" + 2'8" 2'l0" + 2.10" + 210" + 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 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 Masonile International website (wmw.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 struchlres). National, state or local bui?ding codes specify the edition required. 5. Masonite Warna:ional structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA2S:. U 0 ak gaff AFC EK'" 1'111 YtaL 1.A t kNi'NY 11009% M".T .y.rN N-0-ln"r 0-1 a W Apt/ i9. no? O• .. Ds"r, Ow cp.u".'l pnplvn of p. x.[I 1"1pw•.'Mm" mms ImaicAiN's, peso D1p popoa Masonite I n t e rn a t1o n a I C o r p o r a t i o n 4'wWIgU 10 Move .00.1 D0t,m COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'G" 2'6" 02-0418.03 X 2'8" -~ COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" TO" TV Not Listed Not listed — - 1'0" I2' 8" t 2'10" + 17 02-0418.03 I 2'10" + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO 37 - 1'0" 3.0. 1 T 1'0" + 2'8" + 1'0" 1'G" + 2'10" + 1'0" X0.OX. OXO 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0418.03 12" + 2'10" + IT COP-WL-MA0164-02 Application Filed) 55.0 NO t 1'2" + 3'0' + 1'2" 26*26"-26" I 2'8" + 2'8" + 2T l r 2' 1 C" + 2' 10" + 210" ) 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10" COP-WL-MA0162-02 Application Filed) 55.0 NO 37 + 37XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 21" 02-0418.03 2'1G" + 2'10" + 210" + 2'10" COP-WL-MA0165-02 Application Filed) 55.0 NO Note. 1. Dccr a. rangements using fewer panels than what is shorn in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite IMarnstional 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. Oakcraff IFEW KNIA; l.00 N.4 W.Txr.. F rl4.. tnv fH.;.: IOmco•unw_qo op a n o aoeoa inoro.ema n m.us weaccaroro, aetlpn ."o ond.q Masonite International CO r p O 1 i t io r. dN;n ;e'w ro ck^t . 41M.1 roi,cf. N Glazed Units COP-VUL-MA0100-02 FIBERGLASS DOORS 8'0" Height -- Inswing 2'0" 2'6" e X 2'8" 2'10" 3'0" 3'6' f COP-WL-MA0146-02 02-0423.01 Application Filed) t 40.0 EgMilaffin NO Not Listed Not ListedArrangement f X•J. OX, CXO Mulliples (width) 27 + 1'0" Masonite International COP-WL-MA0148-02 Miami -Dade OCCO 02-0423.01 Application Filed) 40.0 Keys, •1 NO 2'8" + 17 2'10" + 17 2'10" + 1'2" TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'C" COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO I VT - 2'10" + 1'0" 17 + 2'8" + IT VV+28"+1'0" IT + To" + 1'0" 1'2" + 2'10" + 1'2" 17" + TO" + 17 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" tt" + 3'0" + 3't)" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I 2'8" + 2'8" 2'10" + 210" TO" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" i ows: 1. Door arrangements usit.g fewer panels Char what is shown in the above chart also comply under the product approvals shown. 2. Assembly detaits are availab a from. the Masonite International website (www.masonile.com) or from the technical center. 3. Instai'a:ion instre0ions are 3vaila5le from the Masonite International website (www.masonite.com) or from the technical center. a. klwai resign pressure requirameni for a specific cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for buhdings and other structures). National, state or local euiloing 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. C i akgXaft EK" RNTKY D001 t 1Y".Tr.w.lYsryu. Oro, Din 4u to.01. v Pre, W, ofW0600 rtf.pro+cl Km ?ukee Ma fonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X Singles (width) 2'0" COP-WL-MA0166-02 02-0423.03 Application Filed) 47.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO 1th) 2'8" + 1'0" Rlasonite InternationalMiami-Dade COP-WL-MA0168-02 OCCO 02-0423.03 Application Filed) OP Rating 47.0 NJ NO 2r8. + IT 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" IT + 2'10" + 1'2" IT" +3'0"+IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 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" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcraff AM EK" w •,..1," 1 •1. •,1 l.rbu.Nl l,a•. FlOkk LANA P.N1'K S' I)OOKS Np".t•"ur•a Eiwow E""f O••" r/lC/`IViII.i,n r• 0•• I D••r, pri 29, 2002 D. com"m" 01"'am 01 p100W inPeN mam MA" %WWK*i0M. des" and two" Masonite In te r n a t i o n a l Co r p o r a t i o n aega $.Dien 10NWIpa wNDDN Do1Kt. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing Arrangementt1h) X 2'0" COP-WL-MA0101-02 Miami-Dadd GCCO 01-1031.01 DP Ratingr 76.0 NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Usted Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" Glasonite International COP-WL-MA0103-02 Miaml-Dade BCCO 02-0109.10 Application Filed) DPRatinU 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 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" + 210" 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 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 13 Oakcraff AR4EK'" F,"F„G,.ASS FkN PQONSt' -T..u,NrMrr."[, o- 0.• 1 0."r, Apre211OW Masonite International Corporation 0wComm—o O,opnm 01 Dlodutl .,nO,Oremem males WCCdit —s, *$4n Ana p,o0"n dtW 3"0,tt110 MPW w rOA n01ce W Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing Masonite International COP-WL-MA0121-02 Miami-Dade'BCCO 01-1031.02 76.0 NO A X Singles (width) 2'0" 2'6" 2'8" 2'10" 3'0- 3'6" Not Listed Not Listed Arrangement X0, OX, OXO th) 2'8" + 1'0" Masonite International1 COP-WL-MA0123-02 F 02-0109.09 Application Filed) 1' Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10- + 17 37 + 1'0" TO" + 1.2" IV + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1 2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by A3CE 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 akcxaff w,."a.rr.r". Iewrx AR EK" l.al-u.elrr F1" KXG1.ASS ENTRY 000Mt N 7.• dFft w t"Or flows I" II JY/V/. l•. i.H w Api129," W Masonite International Corporation OwCOgiMpna9rOprtmOfPOOkOn00r0etlnernMaknSOCCAC46OOS.. OeSVn 00 OOOW Oetld SUM% 10 Chan" Mi1110W Witt. Opaque Units FIBERGLASS DOORS 8'0" Height -- Inswing 2'0" 2'6" X 2'8" 2'10" 3'0" TV COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NO Not Listed Not Listed Arrangement X0, OX, OXO Mullipfes rlh) 2'8" + 1'0" Masonile International1 COP-WL-MA0108-02 1 02-0109.08 Application Filed) 1' Rating 55.0 Irn NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 37 + 1'0" TO" + 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" + 1T 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109,08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.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, stale or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. 0 O akcraff N .•..1.• AR EK" e 1N1:Mf; I. j.\t Y:N'1'NY,1>.JON[ N•mN.welrd",r"uE.w. Deer. [C.,'/'/)• p,d 29. 7002 W w,Nmump ,109,3. of p,00uD Ynp„I MMJ .*k*S $WdK>fl $ O,Sq" no voouct Masonite International C O r p O ra U O n Wad Sub1K1 to ChVW *ANUI n0kt FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing IN Ong1 t I.i l 1• •. ,. ', •1 72'6'02-0109.07 X COP-WL•MA0126-02 (Application Filed) 70.0 NO 3'0" 3'6" Not Listed Not Listed — — Arrangement X0, OX, OXO Multiples (wid1h) 2'8" + 1'0" Masonite International COP-WL-MA0128-02 Nliami-Dade BCCO 02-0109.07 Application Filed) UPRaling 55.0 ImpactRaled NO 2'8" + 1'2" 210" + 1'0" 210" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'D" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 17 2,6" + 2.6" + 2,6" 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8"+ 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 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" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.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 8CCO protocol PA201. PA202 8 PA203. Oak raft 1 t o 1 0. e 1 ARmfEK" l..l,rarveN Ir"n INtmy DOORS NgnA+errN fMramm tnva ItCJIt r.v i.rr Ap, t M 2002 OW to—v., Imtylam of Viodues Imp"v eM manta spKifirMl . lesHO" andWod"I Masonite International Corporation ECUd $ UD^l 10CIIm10t wilt ua rmitt. TYP. N i UNIT 8'0" UNIT 15/16* 17-1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough tt •1 Width of door unit plus 1/2" Height of door unit plus 1/4" MID-WL-MA0001.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA 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 #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA 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 PRE/bf ry ir,:. ZVGVs Aped 29. 200? — o...,. o.... Ow sononwnq podfafn of podoss-0.0vtmm makes SWOKaws. Masonite international Corporation deslQn and pfodutl drlad subleC110 Cnandt w*hoA r41Kt. XO or OX Unit MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE UNIT 8V UNIT 15/16, 17.1/8' MAXIMUM ON CENTER TYP. CountminimumFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening (R1 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. Notes: I. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 Fpr029 2001 Masonite International Corporation O1 tOn- 04.3 0IIi4Uvtl nn y.en enl nN,t1 5"e[O;alNn). dew. 4nc Y Ct cl 0034 S.blecl 10 twgt "erpul nowe. Ox0 Unit MID-WL-MA0004-02 SINGLE DOOR WITH 2 SIDELITES UNIT 8'C" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening (RO) Width of door unit plus 1/2" Height of door unit plus 1/4" 1 1 1 1 1 1 T f T I T Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include f8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 APN29,200? Masonite International Corporation Um w...1-0 llNpy.n 01 111W.", r'.i. Jvvngnl maYPS gMepr.a w.'. ftsv. mtl wua.a oela., subsea 10 :r,we wnnow nu w.e MID-WL-MA0005-02UnitI DOUBLE DOOR WITH 2 SIDELITES 5- Cl TYR TYR 1! ! 1 l 1 1 Y o TYP. TYP. 1! 1 ! 1 1 1 1 jTYI t tt tt t tt tt t tt tt t` 6'8' 13- t t t t Latching Hardware: t t T T t r r r r Minimum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. UNIT 8'8- UNIT 5/16' 17.1/8' MAXIMUM DN CENTER TYP. Rough Openingl' ! • t. Width of door unit plus 1/2" Height of door unit plus 1/4" 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 M8 and N10 wood screws or 3/16" Tapcons. 2, The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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 EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 PREAf '::i.i :, •ICJ ° April29,2002 Masonite International Corporation ow contmu" wopnm of prodw . ttt"emem mAes sm-Ragns. desvn aM proo'o detid sub (I t0 (nande rudtbut notw.e XX Glazed Inswing Unit COP-WL-MA0142-02 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 61". C- Double Door Maximum unit sue - 610' x 6'8' Design Pressure 52.0/-52.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot 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: 0o 0o 00 0o 0a 0 0o 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: 0 0 D n 00 00 00 0o 0o 00 105 Series 106, 160 Series' 129 Series' 12 RA., 23 RA., 20 RIL 107 Series' 106 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel withscroll O ak raft AR k EK'- r.rlw r..•r.a 11e CAGLASS CNI"T UOOK% wlpw.T,.•w•ari ,r Ei"0— • owl,.. o••.. April 29.2002 Masonite International Corporation gur COnlmuup Mffftl ll 01 Ol0d0n ^ DIOIMW MAO SOKANtan.OnS. MIgn and D-0d11C1 dwa $^fo 10 CnMee -nhOV, n04e 1 X!\ Y le 41 a f Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: aHO 0 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-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). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak"— ARk EK" r lUk"I:k •\\\ IN 1'"1' I)I111N.\ I'br.•TI.wrNiare•a4uE•w, pos., April 29.2002 Ow comnu•hg mognm or product + vovtmenl makes switiCHions. design and poduce 0034 SAMCI 10 change wOWA noUU Ilvi,..le Ion Masonite International Corporation IN XO Or OX O' ' I I 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 37 x 6'8". Single Door with 1 Sidelite Madmum unit size - 6'0' x 6'8" Design Pressure 52.0/-52.0 Limited water wows special thresholddesignis used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCf 7-national, state or local building codes specify the edition tequlmd. 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: C= Q aoo ao as as as as as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 uD n M as an an as an as 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 2e Rif 107 Series' 108 Series 304 Series Series - This glass k0 may also be used itthe following door style: Eyebrow 5-panel with scroll O akr.ff AR k EK r..r....r, w_-i , ..,ter.. .r i;rurKrL. xun,ws urrrrws T..w Fe 4k.,t."..o.o.. PREMvs'6..//„... April 29, 2002 Masonite International Corporation OW conbn.m, 0104141r or Woeycr At.MovenleN m.Mes %m111cA-ons, oesgn yA D"W.bn 0031 I.We" 1t cnaooe .: nose XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na ao 404 Series 410 Series 109 Series 114,120 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 20o Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE•/20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak<, F -aft ARiEK t..r,..,,...•• Pllrl Mrlr..\]>kN'I "1 `UOQ"p 1am.i.—i 0 0."en", D-1 ry>q. — e) April 29,2002 Masonite International Corporation our tomm,.ng Program of Pro0Pt1 ^010'emem marry swificmWns. Orson am oro00tl xuu s.oretr to Ch^t without route OXO I t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 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 special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impad resistant requirements lot a specific building design and geographic locallon is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: oa as an as as as 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: 0 D n as as as as as as 105 Series 106. 160 Series' 129 Series' 12 A/L, 23 H1L, 24 R/L 107 Series' 108 Series 30e Series Series' this grass kit may also be used in the lollowing door style: Eyebrow 5-panel with scroll OaCraft AR 4 EK.. r-l0VNr:LA\\ lN'rNl' UU<)N1 NDw.A•\wNliW.rDvemrl0aw. ()C..ry-\• April 29. 2002 0. tom.u.Db moon. or WOW unb.DverDE01 .ayes Ou v D• soe OKM.Ds. 0e119^ a^DmOOKI M a s o n it e International C or p o r a t i o n eelaa Su01et110 t"ge without no1Ke. Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 00 0 404 Series 410 Series 109 Series 114. 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: y.. 129 Series 200Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber, Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oa..ncraffIv,,..d r:kI_,. rca AR I EK" e..wn+eryl,om VIDI: NGLAN1 LNINIU00.1 FA-p.., I —,Dow. • Ap1429.2002 Masonite International Corporation Our connnuxpploeramofowouamolo.emrm mares seeraKAipns. Oesgn OM woeucl eruct suoita to crunee withal netKr. OXXO ! ' 1 I I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: 1YA v xawn 40 k Aft Double Door with 2 Sidelites Maximum unit size . 12'0' x 61' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requiremenls for aspecific 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-MA0O41-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: Q aOs 00 00 FE 00 00 00M-1 00 100 Series 133. 135 Series 136 Series 822 series 1/2 GLASS: F1 OT 00 D 00 00 00 00 an 00 105 Series 106, 160 Series' 129 Series' 12 RA.. 23 PA. 24 R!L 107 Series' 108 Series 30e Series Seres' This glass lot may also be used in the following door style: Eyebrow 5-panel Willi, scroll Oak raft AR EK'- .- wo.,d.r.•n 're a.le• I:1111'. GL•\\.0 LN'1'NY DOOKt ebnTa.w.d r.Mrl...+[mre Doan C., Or• .dee•. April29.2002 Masonite International Corporation Ow commwne Dloglam or ,o,""m mawes $DecmUlgns. des.en and 0,0ouC1 feud avrnea 10 ewoe —W nolce QW J^ , I, , f Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: y f. 404 series 410 Series I(i Series 114,120, 122 152 Series 149 Series 300 Series sorts APPROVED SIDELITE STYLES: i 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Sects 149 Series 109 Serfs 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTIA-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, PE. — License Number 56533 Oak^ , aft A — '+ t.......... ... T r,p r....,,.. ,1 Apia 29, TOOT Ow mromwM P.M.. or woouu «"mwemenl mats soealwnans, etrgn aM oroaucl M as on il e International Corporation etlt l Suoletl to C"tWdhoYl MIKt. or XX 1 ' t f 1 . Glazed Inswing Unit APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Maximum unit size a 6'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined byASCE 7-national, state or localbuildingcodes 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: an 0o as 822 Series 1/2 GLASS: n 1:1 as e0e Series 108 Series Oak raft AREK'"e- I.Nfr. I:IDINCLASS "IN1'{DOORS N-.ReerrN rbrrYr I -,Dann PREibrV"v"..xY./ w Oven•r Dee•• April 29, 2002 ow Conow.ne aloglam of moouo aDDro+emtm makes SW,hCalbro. oesgn 4M D•DOun M a sO ni t e International Corporation ott;d Sublefl 10 ~ge wiMOul n01de. XX if " r f r Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 10 Series 852 Series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber, Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TEST:1NACCORDATHMIAMI- DADSPA202COMPANECITY, To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raf ARkEK'" r..lY....1, ..eT Y.•rn 1u <J 1-IUL I:ININ331).lln.. 1'b.i..yrN la•rC4u Em.,Uw. April29,2002 Masonite International Corporation rwl CGnhhWog plopiM of pvbdVa mp,ovtMtM An 3pK,l CA*n3. on on iM1 0106"1 Oeud 3uhlec110 chant WOW "01" W XO or OX e , ; t Glazed Inswing Unit r APPROVED ARRANGEMENT: 81'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum Imp size • 6'0' x 8'0' Design Pressure 40.0/-40.0 United water rmless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requhements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: IIDl as as 22 Series 1/2 cl.Ass: 0 0 as e04 Series 108 Series Oakaff AR EK'" t..l.,•..,.,.oT rlurl(rr, .n[R (ivr c•un•w w•a..w..a ra. .. Fm.ro.^.. 1 ( J n Ow• rove•• A1"1129 2002 MaiOnile International Corporation out comnyne o+ogirn ul ploo,a •mo•o.tnimi ma5e5 0-an ini 1^ollucl otla. SVUIt(I W (Wgt "nn l nob(t am XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: x= 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, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). a / /1 IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEK" r•.1,•..le r..T In1.Nr:LnSS t.rorxv ur.olls r+w.=r.....e re..r.•tm.r b..., E/i!w (J/ :... w Aprd2%2DD2 Masonite International Corporation Ow Contftt" s .nproprsmOf01.ft D-1-01 makesspnC %ca %O ttmon and MOW 0e1]0 SAW to CnYpe +'e W n01•Ce J^ Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 2 Sidelites Maximum unit site - ro' x er Design Pressure 40.0/-40.0 Limited water Mess special lMeshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant regMremerds for a specilit building design and geographic location is delermined by ASCE 7-national. stateor local building codes specifydie editionrequired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beet) followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a ao 404 Series ua 00 622 Series 108 Series Oakcraff ARkEK" .M 11 UIiM/1lA\\ LM'1'M\' 0I)1lll\ —A.aw.IiMrryu f..vT Oesn a t'G i/V / fi• April29. 2002 Masonite International Corporation Go LM.IMu.nQ D.Oa.>tm a p00uC1 m710vemtnl .ru.n SDKdiGUOny, OeSro'• n0 p00u11 deUO S.bRa 10 C"t w91WN .mae. Ox0 >,P49I Glazed Inswing Unit r 8' 0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r.. t., a 810 Saks300 Series APPROVED SIDELITE STYLES: t 450 Series $52 Serbs 910 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 31132" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADS BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O aka AR EK" w. oa.ur.•cn .sure NIDUKOLASS LNTXY vootts t—T. ..A rirA"t yrD.— Agri129. 2002 ow romm%pne progtw of product motovanem mAAes sm.tamions. deepn And orodoa dead suoieet to CNNt wW*W notict. Masonite International Corporation Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Ax spy' O L`-A O gip 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 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 des" and geographiclocation is determined by ASCE 7-national. sale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n go 404 Series 11M as ao 822 Series a 108 Series Oak raft 111)lNli L.\1\ I: N'rN\' Ul)nµ1 ARTEK" NonT..w.elip..T..0f.nrT Oita.+ April 29.2002 Om tommwne orowam of erooua noro+emero masts sm,lital,ons, deSir eno oroouCl Masonite International Corporation otud sueftn to.&Ve wfo.1 m)l.Cf. OXXO t I f Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: a "+U* y •. F 810 Series 300 Series APPROVED SIDELITE STYLES: t 450 Series 852 Serbs 810 Serbs 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, PE. — License Number 56533 Oakgraft AR-4 EK" 1 lNl:L.\C\LHI N\'1)ll)N( ae...T .waa ae..tuN E•wa pp(())cc..,,MA' © /iaOaU.IVVIa r.r rn.. ./ Apra 29. 2002 Ow tom.m,Nq w"w of psou-a +^wwemem makes sw-fic rons. onvA and WOO", M di O n it e International C O r pO r a l O n MaoWWI 10 C"t w000 n01+(e XX i' "t I Glazed Outswing Unit n 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 6Y. Double Door Maximumunit size . 6'0' x 6'8' Design Pressure 55.0/-55.0 United water wdeess special lMeshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements 10r a specific building design are geographic location is determined by ASCE 7-national, stateorlocal building codes specify theedition 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: as an 00 nn an as 100 series 133, 135 Series 136 Series $22 Series 1/2 GLASS: an na na nn na ao 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 2e R0. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the lofiowing door style: Eyebrow 5-panel with scroll Oak gaff AR EKw Pillli µla.\55 QNI'µY U„Uµ5 M,r .y.Wfp.paubwrr" c.,Mp• 1 1 0 April 29,2002 Masonite International Corporation bu, connnu,m O,Oerrm of o,odun +„ 0,0vemem Tikes sw.k M—S. Oespa iM POOK, aefbf S."O .0COU,Oe -.001 .014e XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: an as 404 Series 410 Series CERTIFIED TEST REPORTS: FIBERGLASS DOORS FULL GLASS: n 0 109 Series 114, 120, 122 152 Series 149 Series 900 Series Series CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, RE120224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR EWOakraft 1"L"L `INS LHf"1'`UUIIN1 elen.A.,r10 rd.wrO„r^vl Dae.. FJ<•'i vim:: (..// .:.,, " a Ovel•., Dee.. C April 29.2002 Masonite International Corporation Ow cMbDume e10Qrdm or p1 W -Wo."m *kn SpKOKMi1 nS, &Sqn dM OIDDVeI omd wo eow Chine. "Q..0 / OKI XX i ,11 e l Glazed Outswing Unit I 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 TO" x WON. Double Door Maximum unit site . 6T It 8'0- Design Pressure 47.0/-47.0 Unitedwater 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 speraly 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: am oa oa 822 Series 1/2 GLASS: n 0aeSeries108 Series Oakcraff ARTEW E..,.,...,e,.e- WVIe LNGLASS LN INN DOOMS I—T..—I I*.,... Em.T Oxonr1 April 29. 2002 o..... T o.«. our com.nump nrob.am a moeua .nMw "..lases svmt,t—, ues,u +.a n.v0uc1 M a s o n i te International Corporation Owl suolea 10'Wat.0rinse 6 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. Y /h s 13 GAGE MIN. GALV. STEELTRACKSPLICEORFLAGBRACKET. FASTEN TO WOOD JAMB WITH 5/1C X 1-1/2RAG SCREWS. -- OPENING HEIGHT OVER DOOR HEIGHT) FOR 16' X 7' USE 1/4' X 3/4' - HEX HEAD SELF DRILLING SCREW 2' 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8' TRACKBOLTS. 63' (16' X 7') 42'(16' X 1 54-(9, X7 3/4' POLYSTYRENE INSULATION STANDARD T FOR MODEL 7Z--% IS' X 7' 9' X 7') ING 16GA. GALV. STEELanliTOPBRACKETWITH 14GA. ROLLER HOUR WITH 2 FASTENERS. 1/4'X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 16'X7'DOOR 2' ROLLER WITH 7/16' DIAL LONG STEM. 7I2E: STEEL 10 BALL 8' AND 9' WIDE DOORS 2' ROLLER WITH 7/16' Olk SHORT STEM. TIRE: STEEL 7 BALL SEE DETAIL C-J 4"X 16' AIR VENTS14GAGEGALV. STEEL END 4) REQ'D. OPTIONAL SSB GLASS s)SCREWS. SEE DETAIMATTACHEDWITH (OOR 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL - LONG HEX HEAD SELF DRILLING SCREWS. 4' X 16' AIR VENTS 2) REO'D. 60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL- - 19- 1/2', 21.OR (2 PER VERTICAL STILE) 6' X7' (4 BRACKETS) 1, 1 1 1 24' HIGH PANEL 20 GAGE ENO CAP GALV. AND 9 X7 (3 BRACKETS) 5' PREPAPM2 MODELS RA 2' 20 GAGE END STILES 20 GAGE END STILES - FASTENED 24 GAGE MODEL WITH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END STILES. SEE DETAIL C) 1-3/8' POLYSTYRENE ISEHATION O t OPTIONALFORMOD. 724 AND 730 O 0t 13 GAGE GALV. STEEL BOTTOM BRACKET 0 ATTACHED WITH 2 FASTENERS 2' BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. ZIOAGEGALV. STEEL CENTER HINGE 2CE0 TEGAGE 5 LV. STEEL LH. GAGEGALV. STEEL TRACK BRACKETS. SEE ABOVE FOR A I S' X 7' DOOR USE ONE DETAIL C FOR SPACING. FASTENTOWOODJAMBSWITH516' X 1-1/2' SCREW R1_lN LAGSCREWS. PREPARATIONOFJAMSBYOSECTIONA —A EXTRA SELF DRILLRHG SC TOP LEAF OF HINGE— SECTION B—BUaSTOLE. CAP AM RAM.. TYP, 6 PLACES, i AM USE LONG STEM ROLLERS. DESIGN PRESSURE PRESSURE POSITIVE NEGATIVE HE fi t7'--O' 32.8 37.4 49 2 -56.1 29.1 33. 3 23.6 1 - 26.3 35.4 -39b NOTE: ALL NON- DESCRFTNE FASTENERS SHOWN TO BE _ 1/4'-20X5/8' HEX BELTS & NUTS OR 1/4X 1/ 2' LONG HEX HEAD SHEET METAL SCREWS. ni . ''" G 2422 3/ 5/02 KDD r <` WILLIAM T. BEMANN,= R '• ' ` ` DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED To WITHSTAND THE PRESSURES Consulting Structural Engiie&. LISTED IN THE TABLEABOVE. SBC ASSUMPTIow: too MPH. 15' ROOF HEIGHT, ROOF PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 1140 Anderson Street V 3W ROOF HMIT, ROOF PITCH > 10'. 2' OF DOOR IN END ZONE. Clermont, FL 34711 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS -SUITABLE FOR (352) 242 - 0100 OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME COPNDTIONS. THE INCREASE My DOOR STRENGTH IS GREATER THAN THE NOTE GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS INNF 2413 1/25/02 FD 2137 2 9/00 1724 6/24/97 C 1549A B 1549 A 1449 D-d- 93) 24-A ) 1366 11-01-94) SCATES' REV. E.C.N. I DATE A4PPROY LOCK CENTER STALES & CENTER HINGES ( I COLUMN) t- 1.25 3' 2.75* DETAIL A 3' 2" WOE STRUT 3' 1BGA WIDE STRUT P.O. BOX 13858 T { MAUMELLE. AR. an 1 SOR JR72113501) 562-187 S: 724, 426, 730, 735, 750, 550 WAS 'PART NAME: B' 9 WINDLOAD RESIDENTIAL STEEL DOOR WCE FOR SBC 100 01509' MPH, FBC FRAc.t 1/64 120 MPH EXPOSURE "B" DECt .015 NEXT LEVEL gDATE: I94 DWG. NO. SCALE PtoTscarf IN99—B- 033 NONE I 1=1 GDRSKEET1OF3 f OPENING HEIGHT OVERDOOR 5/16- X 1-1/2- LAG SCREWS. / FOR IS! ) 7' 2- GALV. STEEL a 18' X I USE VERTICAL TRACK 1/4- X 3/4- i33GA. (Taxi'. oDRRILLIHEX ' N SCREEW DETAIL D 18' X87 33' 39' 21' 18' X 24' 18' X I 24- ( 16` X L 7 24' (10' X L 15- ( 18' X T) 15- ( 18' X 8') 42- 48 4X XX S' X a-) 1 63- ( IS' X 7') 72' 18' X 8 72' 16' X 83 72' ( 10` X 87 14( 18` 63' 18' X 8 63' 9' X 8') X 71 X 8l X 87 X 87 3/ 4' POLYSTYRENE INSULATION STANDARD FOR X 1/2- LONG USE FOUR 4GE SOLT a NUT FOR 16'X8' FASTENERS RAGS f6GAGALV. STEEL TOP BRACKET WITH ON 9'X8 .. 14Gk ROLLER 8 STRUTS - HOLDER WITH 3' 18GA WIDE 2 FASTENERS. SEE DETAIL A) FOR 18'X7' a 1B'XS' SEE TOP BRACKET ON PAGE 3 USE TWO EXTRA LOCK OPTIONAL 16' X 8' a 10' X 8' DOOR SELF DRUM 2- ROLLER WITH 7/16- SCREWS THROUGH SEE DETAIL C Dik LONG STEM. TIRE: STEEL 10 BALL TOP AND BOTTOM LEAF OF HINGE USE ONE EXTRA 18` X 7 a 18` X 8' DOOR SELF DRILLING 2' HURRICANE ROLLER 1 a 18`XS'. H, SCREW THROUGH TOP LEAF OF WITH 7 18' DOA. STEM. IIaNGE ON 10 XS`. LONGTIRE. STEEL 10 BALL 9' X 8': 10'X 8' 20GOL END CAP, NO RIVETS. 9'X8' 2' ROLLER WITH 7/ 16• DIA, SHORT STEM. 16' X 8': 16GA. END CAP a RIVETS. 14 GAGE GA TT STEEL END HINGE ATTACHED 18' X 7' a 18' X W.- 13Gk END CAP a RIVETS. RAIL WITH 4, 5. OR 65 SCREWS. SEE DETAIL C. 16' X8' a 181XS' POP RIVET TOP 421' OR19 241/? RIGII BOTTOM OF ENDCAPf TO END STILE PANEL GALV. 5' 9' X B' 3 BRACKETS 4 16 X 8' (4 BRACKETS AND PRE- PAINED STEEL 2- GALVANIZED STEEL STRUT. ATTACHED WITH 1SEL X 3/4' OPTIONAL SSB GLASS L 10' X 8' BRACKETS; 18' X 7' (7 BRACKETS) 26 GA. ALL LONG HEX HEAD SELF 18' X8' 7 BRACKETS}) MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES - FASTENED 750 MODEL 2 PER VERTICAL STILE) 4 STRUTS WITH TOG-L-L.00S TO PANEL USE END CAP OVER END STILES. 1-3/8` POLYSTYRENE 3" 20GA WIJA) SEE DETAILC) INSULATION OPTIONAL SEE tOETAIL FOR MOD. 724 a 730. 4"X 16' AIR VENT 13GOL GALV. STEEL 2) REQ`D. 2) EBOTTOMBRACKETATTACHEDWITH 3 IN. MIN. FASTWJM?S 16'XS'}. 4 FA EN (18'X7'a TOTAL OPEN AREA2• 18'X8'). SECTION B— B 2 FASTENERS (9'XB77ATTACHO ALV. STEELCENTERHINGEAND (10'XB'). WITH 4 FASTENERS. SECTION A —A ALV. STEELCENTERSTILEateWITH TOG-L-LOC OR POP RIVETS 1.25' GALV STEEL TRACK BRACKETS. SEE ABOVE FOR OUANTFTY 6 STRUTS — 3- 18GA WIDE SEE DETAIL A) LOCK OPTIONAL -- SEE DETAIL C- 4'X 16" AIR VENTS 4) REQ' D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ALTE" T€ CONSFRUCnON OPTIONAL SS8 GLASS IS` (DOUBLE CAR) STILE M 4"XIVAptVENTSCOLU(4) REQ'D. OPTIONAL. CENTER HINGES 5) COLUMNS 120 SO. IN. MIN. TOTAL OPEN AREA) ALTERNATE CONSTRUCTION 4'X 16" AIR VENTS 2) REQ' D. 60 SO. IN. MIN. TOTAL OPEN AREA) AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2" NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE P.O. BOX 13OW LAG SCREWS. PREPARATION OF JAMBS BY OTFIERS. 1/4'-20 X 5/8' HEX BOLTS a NUTS OR MA P.5 . T DOOR SIZE DESIGN TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE RG(OSfT1VE NEGATIVE W—O' 8'—O' 25.5 29.1 38.2 43.7 1 —0 8'-0 33.0 36.9 49.6 755.3 4.3 27.3 36.6 41.1 18'-0' 8'-0- 27.3 30.7 41.0 4&0 8'-0" T -0' 27 3 30.7 41A 46.0 3 1/ 4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. SOR DWR UM7721 3 AR1 iJ^ ll'J' 2.75' -- 3! c L G 2422 3/5/02 KD0 (501) 562- 1872 DETAIL A MODELS: 3' 18GA WIDE STRUT VRLLIMd T. LINDEMANNi rE En i DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1nStTTTt IOI3 gfiCT, RSIr ' g _ ; 114nAndersonStieeTLISTEDINTHETABLEABOVE. SBC ASSUMPTIONS. 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN ENO ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "a', ® Clermont, FL 34711 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE 352) 242 OIOfi AN ARCHITECT ORSTRUCTURALENGINEERMUSTDETERMINEIFTHEDOOR § SUITABLE FOR OTHER LOCATKTNS. DOORSSMALLERTHAN THOSE SHOWN WILL WITHSTAND THE WMASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE GLAZING DOES NOT SATISFY IMPACT INCREASE ANPRESSURE AS THE DOOR SrZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC F 2413 1/ 25/O2 E 2137 2 9/00 D 1724 6/ 24/97 1549A 1549 LA 1449 136611-01- 94) SCATES) 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 10199-'—B, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC 120 MPH EXPOSURE NEXT LEVEL I DATE: DWG. NO. 9/14/9499-R-033 REV. E.C. N. DATE APPROV. Rf PLOL SCALE 2 OF 3 13 GAGE MIN. GALY. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH - 5/16' X 1-1/2' LAG SCREWS. [j 2' GALV. STEEL ( l 1 , 1VERTICAL 6'%8TRACK FOR 18' X 8' USE 13GA. 18'XB 1/4' X 3/4- HEX HEAD SELF ErlDRILLINGSCREW DETAIL D 72' 72' 72` 63' IS. X 87 63' (9' X 8') 48'(18'X81 48' (16' x 8') 48- (10' X 81 39' (X 39' (9, 8') X 24' (1: X 8} 624' 16' X 8') u`(10'x81 18jX 87 I 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. NOTE J 16. X 8' USES TOP BRACKET ON SHEET 2. 16'X8'k 10'X8'DOOR 2' ROLLER WITH 7/16' DIA. LONG STEM. TIRE: STEEL 10 HALL. TV x 8' DOOR 2' HURRICANE ROLLER WITH 7/16- DIA. LONG STEM. TIRE- STEEL 10 BALL 9 X8' 2' ROLLER WITH 7/16' DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, 5. OR 6 SCREWS: SEE DETAIL C. FASTENERS ON 8'X8'.- to s - 3' IMA WIDE SEE .DETAIL A) USE TWO SELF DRILLING EXTRA Lopc 0P7IWi1L SCREWS THROUGH 00 TOP AM BOTTOM N HINGE USE ONE EXTRA SEE DETAIL CLEAF SELF DRILLINGAND STILE SCREW THROUGH VX8'. I W. AND LH. TOP LEAF OFt8HINGEON1O'X8'. 9' X W: 1O'X 8' 20GA. END GAP, NO RIVETS. 16' X W: 16GA. END CAP & RIVETS. 16' X 8': 13GA. END CAP & RIVETS. RAIL 20 tENDSTITILEESOt i LOCK 0pw? —" SEE DETAL C— 4(' X 16' AR VENTS 1 V SQDN. LIN. IZ 1/Z`; 21' TO END STILE i iTa AREA) Ll F OR 24' HI(;fl PANEL GALV. 9 X 8' 3 BRACKETS 16' X 8' 4 BRACKETS AINTEOf STEEL2 ATTACHED WIT- GALVANIZED HEEL J14X34• IISILBi (i STRt 5' o' X 8 4 BRACKETS 18 X 8 f7 BRACKETS 26 GA ALL 55a UCH LONG HEX HEAD SELF 20 GAGE END STILES -FASTENED 2 MOMODELS DELDRILLINGSCREWS. 2 PER VERTICAL STILE) WITHTOG-L-LOCS TO PANEL 750 USEENDCAPOVERENDSTILES. ® 1-3/e' POLYSTYRENE SEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 & 730. ® (SEE o ETALI, a 6• 13GAESGALY. STEEL 4'% 16' AR VENTS BOTTOMBRACKET ((2) .D. ATTACHEDWITH3 (BO So. IN MBN. 2- FASTENERS (16 TOTAL TOTALOPEN AREA] 4 FASTENERS IWX87. OPTIONW_ 2 FASTENERS 9'X8') 7ATrACHEDAGEGALV. STEEL CENTER HINGE SECTION B—B AND (10'X87. HED WITGALV 4 EL CENTS SECTION A —A CD"°T slag AGEGAIv. STEEL CENTER STILE I#NCES (, TOG— L—LOC OR POP RIVETSGAGE GALV. STEEL. TRACK BRACKETS, SEE ABOVE FOR OWINTTTY ANDSPACING. FASTEN TO WOOD JAMBS WTH 5/16' X TO BE 1- 1/2' NOTE ALL NON —DESCRIPTIVE FASTENERS SHOWNSHOWNLAG SCREWS. PREPARATION OF JAMBS BY OTHERS Is. X 8 16' X83 10' X8) 31e INSU TPOl 5TY1 STANDARD FOR MODELL735- I 16' X8' & 18'XW POP RIVET TOP BOTTOM OF END DETAIL C i I: 1 16J-I f 7:6"--= 1!/! 1I /J!I i= IyfflA I! I7./// IIIVJ/I ° IIIlIif! 111.111I11 Ilil l>•i!°! i it ( OMME 4-L16' AIR VENTS 12 w. OPEN ®CF), IER NN OPTIONAL. ALIERNKIE CONSTRMCIIDN S' NUTS OR 3' 1/4 —20 X 5/8 HEX BOLTS & NOR 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. 2 7s' 0 G 2422 3/5/02 KDD DETAIL A F 2413 1/25/02 3' 18GA W STM WILLIAM T. l tt:+i1 I,'. DOOR SIZE P TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0 6'- 0' 2s 5 29.1 38.2 —43.7 10 —0 8 — 0 33A 36 9 49.6 —55.3 16'-0' 8- 0' 24.3 27.3 36.6 —41.1 1 `— 8' 27 7 4i.0 -48.0 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting S„uctural En$Iaeer 2137 2/9/00 LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Streit 1724 6 24 97 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 CIeT1TIcn:, FL 341I1 L 1549A 1 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS, SUITABLE FOR 352) 242 - 0100 F . 1549 OTHER LOCATIONS. 1449 DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE GLAZGLAZING DOES NOTiStTIftISFY IMPACT 1366 11-01-94)(SCATES INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REOUREMENTS IN FBC REV. E.C.N. DATE APPRO OPOONIIL SSS CLASS 4( X) 16' AIRVENTS 160 SO It. MIL TfOOTTAL OPEN AREA) P 0 BOX 13855 1 77 py er,, yy MAUMELLE, AR'. M SOR J11" lJ'Al R 72113 S: 724, 426, 730, 735, 750, 550 WAS PART NAME- a 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC 120 MPH EXPOSURE " B" NEXT LEVEL DATE- DWG. NO 9/14/94SCALEPLOTSCALE DRN g V- NONE 1=1 t;DR SHEET 3 OF 3 CITY UP BA"Fclldl EMI JS_t'f'iMA73- Pe:rmit Js+kr .Atldress:' Vescriptior, of Vyvk„ H stook Phstirict¢ P47mit Tees Building Electrical Metlrsu»cal * Plutttbog Fires nkler/Alarm Fo•&i Electricct#; New Service — rx of , S AdditiordA3teration Change oa fe; fig Tet2 as Pesle Mechankak' Residential Non -Residential Repiaceftieaas New (Duc: l yot tt a>cuergy Cak. Re irW) Plunwistr/ New cone taercial: # of Fixtures of Water A Sewer i.iitaea # os Cm Lit es Plumisin err Residential: # of Waik*'Closets P1411m ring Repair -- Residential of Cmnrmnial Occupancy Type: Residential t'' Commercial industrial Total Nears Footage: Constructlou Type: # ofStories: rr of Dwellitag Units: Flood zone: (FEMA form r6twIre4 for (how, tirr,sr x) Parcel e: (A taek Proof of Ownership A Legal Description) Owners ]Name & Address Phone: Contractor Name & Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer; Address Phone: Fax: RUM,. 4. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencxd print 10 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingeonstmetioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAiRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing inforrration is accurate and that all work will be done in compliance with all applicable lxwt: rr. P rh ringconstructionandconing. •WAIti'iM TO OWNER' YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1719 Yt l nz I'A`,`94G TWICE FOR tMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A)- 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, ni fr_dci el agencies. Acceptance of permit is verification that 1 Kill notify the owner of the property of the requirements of Flo FS_ - FEB U Signature ofOwner/Agent Date Con r/Agent Date ERT G. DE.Q RUPrintOwner/Agent's Name P' Contractor .Aeenl' sLeAq 4 bfM "dlkfSignatureofNotary -State of Flonda Date Signature of no=ry-Stare of Flonda Date Owner/Agent is _ Personall< Kno%\n to Me or Produced ID APPLIC A1ION APPROVED BY: 13ldgZoning. Initial & Date) l il iJ l oodmons.' Contractor/ Age-::; Personal,, Known to Me or Produce-) Initial & I)altl (initial & Date — 1 (hritial6: Dai: 1 CITY OF SANFORD PllI MIT APPLICATION UJ — D3 6V Z t) ' 7j07Permit # : Job Address: Date: Description of Work: _ l„rY•ir.Q Historic District: Zoning: Value of Work: 5 Permit Type: Building Electrical Mechanical Plumbing fire Sprinkler/Alarm Pool Electrical: New Service — # ofAMPS Addition/Altcration 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 Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel B: Attach Proof of Ownership & Legal Description) Owners Name & Address: t) ' -0e, Phone: Contractor N""131E G. INC- p 0 -_QX 620027 M' State License Number: Phone &Fax: FLORIDA Contact Person: Phone: Jvv 994 Bonding Company- ADVANTAGE PLUMBIN C• Address: P. i MIMA 397Et4. Box 620027 i]fi 7y Mortgage Lender: (407) 3664994 Address: Architect/Eugincer: Phone: Address: Fax: Application is•hcrcby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating, construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI .E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements, 101 nLaw, FS 713. Signature of Owner/Agent Date Signifffurc of Contractor/Agent ate Print Owner/Agcot's Name Print Contractor/Agent's Name f1r`-z,- I 017I'3 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL Notary Public, State of Florida Owner/Agent is _ Personally Known to Me or Contractor/Agent is S.e`Pcrso* QQt oo971pJob. 1, 2008 Produced ID Produced ID No 238139 APPLICATION APPROVED BY: Bldg: initial & Date) Special Conditions: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date)