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220 Clydesdale Cir - BR04-000353 - SFRPERMIT ADDRESS GYO CONTRACTOR LAI PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 - - Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR r_ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION ; .a PERMIT #®R&63 DATE PERMIT DESCRIPTION ZFe., PERMIT VALUATION ` p1 u SQUARE FOOTAGE ki `Q d d CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 220 CLYDESDALE CIR for which permit 04-00000353 has heretofore been issued on 11/19/03 has been completed according to plans and specifications filed in the office of the Bui ng Official prior to -the issuance of said building permit, to wit as \ , complies with all the building, plumbing, e ct al, ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. 41 STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled `A r Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage -\l -C> \ .J Paved Maintenance Bond . PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work FEES PAID DATE APPROVAL 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 2/13/04 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: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 220 CLYDESDALE CIR for which permit 04-00000353 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 17.34 11/19/03 847.00 11/19/03 17.34 11/19/03 1384.00 11/19/03 650.00 11/19/03 1700.00 OWNER BUILDING OFF DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION I SINGLE FAMILY RESIDENCE**** DATE: 04/16/04 PERMIT #: 04-353 ADDRESS: 220 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: PHONE #: D R HORTON TOM 407-321-4366 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. ineering Public Works u Utilities 4/cz- o4. --- o, . 1 1v Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Enll = lGcnt'4- w/a 3q100q CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 04/ 16/ 04 04-353 220 CLYDESDALE CIRCLE BAKERS CROSSING PRONE #: TOM 407-321-4366 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 ublicWorks vyt<! V. 4-19--64 O Utilities Fire N/ A Zoning N/ A Licensing N/ A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMMILY I IST - UTILITIES TIT. o_` 10 Utiliity Inspector LRequestReceiaed --- INITIALS DATE DATE: 04/16/04 Utility Insrector's Final _-__--__- FpEI' Cleart nce - Water ---------- PERMIT #: 04-353 FDEP Clearance - Seeder --__------ City Sen1ices Easemen?s--------- lorADDRESS: 220 CLYDES&A I" eLE _ fir) ---------- BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: TOM 407-321-4366 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 Public Works Fire N/A Zoning N/A tilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY TF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD 4/20/04 Address Misc. Information Maintenance 15:18:17 Location ID . . . . . 230615 Parcel Number . . . 18.20.31. - - Alternate location ID Location address . . . 220 CLYDESDALE CIR Primary related party ASHLEY P & RACHEL G MORASCH Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 CSVC UT LOT 74 ************ 112103 _ 7-.Uu CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.OU_ T.= CSVC UT BP04-353 PD 11-19-03 SEE R C 3 _ T-.-07 CSVC UT 5.00 606 WA METER SET FEE $190.00 PD - 977 9-00 TOTO-9 F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel F10-Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE the instructlons on Lathes 1-7. O.M.B. No. 3067-0077 Expires December 31, 2001, SECTION A - PROPERTY OWNER INFORMATION I For hrstnanoe Corr yUse: I BUILDING OWNER'S NAME Poky Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, arxi,/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 220 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, eta) LOT 74, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, ifnecessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 9 - ##.W or ##.#####) NAD 1927 NAD 19B3 USGS quad Map OUher: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B& STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 87 FIRM PANEL 89. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONES) goieAO, use depth ofl oo irg) 120294OD45 E 4/17195 4117M X 24S B10. Indicate the source of the Base Flood Elevation (BFE) data or Vase flood depth entered in B9. FIS Profli e FIRM Community Determined 0 Other (Describe): NEAL HIL.ER ENGINEERING, INC, B11. Indicate the elevation datum used for the BFE in 139: ID NGVD 1929 NAVD 1988 Other (Describe): B12. Is thebuilding located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected AreaLOPA)? Yes ® No Dmnation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Conf dw Drawings' Building Under ConsIrucW ® Finished Construction A new Elevation Certitroate wit be required when construction of the building is complete. C2. Builft Diagram Number l (Selectthe Wilding diagram most similar to the building for which this cer*ate is being completed - see pages 6 and 7. N no diagram accurately represents the building, p ovirde a sketch or photograph.) C3. Elev*m—Zones Al -AM, AE, AH, A (with BFE), VE, V1 430, V (with BFIE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below a000rding to thebuilding diagram specified In Item C2. State the datumused. If the datum is different from the datumused for the BFE in Section B, convert the datumto thatused fortheBFE. Show Feldmeasurements and datum conversion calculation. Use thespaceprovided or theConvents area of Section D or Section G, as appropriate, b docurnent the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes SW o a) Top of bottom floor (incku ding basement or enclosure) 30. 9 ft.(m) o b) Top of next higher floor 40.2 ft.(m) o c) Bottom of lawW horizontal structural member (V mnes only) WA. !L(m) o d) Attached garage (top ofslab) N. 04m) o e) WNW elevation of machinery ardor equipment servicing the building (Describe to a Comments area) 30.P.0) o Q Lwest a jacent (finished) grade (LAG) . 2IL(m) o g) merest adjacent (finished) grade (HAG) 30. 3-IL(m) o h) No, of permanent openings (flood vents) within 1 It above adaoent grade 0 o Q Totalarea ofatparmana t openings (flood vents) in C3.h Qsq. in. (sq. an) Im HN f SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that anise statement may be punishable by fine or Imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: GAL.EN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. CMRI AN UE IT B WINTER PARK FL 32789 SIGNATURE 1 DATE TELEPHONE 4/ 16M (407)426.7979 FEMA Form 81-31, January 2004 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A ForinwwwComp qUw BUILDING STREET ADDRESS (Indudrg Apt, Unk Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX N0. Poky Number 220 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIL Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) comm w* official, (2) insura m agenUoompany, and (3) buildingding owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-EIS ANA/C UNIT SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate Is intended for use as supporting information foraLOMA or LOMR-F, Section C must be completed. E1. Buildng Diagram Number _(Select thebuilding dagrarn most similar to the building for which this certificate is being completed — see pages 6 and 7. If no dagram aocurAely repesents thebuilding, provide a sketchorphotograph.) E2. The topofthe bottom floor (inducing basement orenclosure) ofthebuilding is _ fl.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, I available). E3. For Building Diagrams 6.8 withopenings (see page7), the nwd higher floor or elevated floor (elevatieon b) ofthebuilding Is ,_ tL(m) _bn.(on) above the hghest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top ofthe platform ofmachinery andlor equipment servicing the building is _ t(m) _kn.(cm) above or below (checkone) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: Ifno flood depth nuimber is available, is the top of the bottom floor elevated in accordance with the commrurdly's floodptain management ordinance? Yes El No El Unknown. The local official must oertifv this infomstion in Section G. CERTIFICATION The property owner or owners attaized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAtsued orcommtx*- Issued BFE) orZaneAO must signhere. The dafemergsIn SectionsA, A G ar dE are owedto thebestofmylarowlealga: PROPERTY OWNER'S OROWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS Check here ff attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Isauthorized by law or adnance to administer theoornm niVs floodplainmanagemW ordnance can complete Sections A, B, C (or E), and G of thisElevation Certificate. Complete the applicable ttem(s) and sign below. G1. The infomrtaton in SectionC wastaken from other domimentationthat has been signed and embossed by a licensedsuNW, engineer; or architect who is authorized by slate or local law to loan* elevation unfomnadon. (Indicate the source and date oftheelevationdata in the Continentsarea below) G2. E7 A communityofficial oomplialed Section E for abxdlding located in Zone A (without a FEMA4ssuedor community -Issued BFE) or ZoneAO. G3. The folicwinginformation (Items G4-G9) is pmvkled for community floodplain management purposes. GB. Elevation of "t lowest floor (including basement) of the b u1ding is: R(m) Datum: G9. BFE or (in ZaneAO) depth of flooding at the bukk g site is: _. _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ff attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 74, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCI...USIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. LOT 75 WALK IS ON LINE 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). BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 62 LOT 61 48.35' 11180, S89'17'34"E S80'1331 "F Lo 4 O V to t 1-: 0 0 W LOT 73 GRAPHIC SCALE 0 15 30 A=9'27'46" R=125.00' L20.64' CB=N84'33'41 "W WALK IS C=20.62' ON LINE N89'17'34"W 28.90' +;$ N79-49'48.,VV107(' L°jyL NI 1'7 V NB9'17'34"W 309.65' _ PT PC R-1o0.ow CENTERLINE OF L-16.52' S79'49y8,EECENTERLINEOF_/ RIGHI-OF-WAY C8= NB4'33'41 "W CLYDESDALE CIRCLE PC TRACT "A" 114 rl I ' 50' RIGHT OF WAY 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 5' ENVIRONMENTAL CONTR------------- OL EASEMENT-- LOT 74 1 p 10.0' 10.0' i 40.0* 11 LLJ 1 to 1 TWO SIOVY REV Zz I CONCRETE BLOCK N C! 1uI h WOOD FRAME o RESIOLNCE aa EINISFI FLOC4T 0 j ELEVAIION"30.94 a z1 SI W I COVERED I ENTRY n I n 5.7' n 19.6' 10.0 3, C W I CONCRh:TC'=' i1RIVk WAY' 1 10` UTILITY EASE ENT`;,: 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 04-14-04. 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. 1 HAVE EXAMINED THE F.I.R,M; COMMUNITY PANEL NO 120294 0045 E DATED 4/11/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 74 AS FIELD DATE:) 12-23-03 SCALE: -I' - 30 FEET APPROVED BY: Si JOB NO. ASM42626 DRAWN BY: 4-14-04 CKB PLAN 09/16/03 SOD LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 14 EXISTING ELEVATION CONCRETE 1.0 LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PE.R PLAT M) MEASURED FND FOUND C/W CONCRETE WALK W SIDEWALK CP CONCRETE PAD C5 CONCREIE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT Of CURVE; FND 1/2" IRON ROD NO ID. (04/14/04) QFNI) NAIL AND DISC. LB 168(04/14/04) 0 FND 1/2" IRON ROT) AND CAP LO 16393 (04/14/04) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELIA ANGLE L DENOTES ARC LENCIN C.D. DI NOTES CHORD HEARING PC DENOTES POINT OF CURVATURE: PI OENO TES POINT Of' INTERSECIIUN PRC DENOTES PAINT OF REVERSE. CURVATURE. PT DENOTES POINT (A- tANGENCY TYP TYPICAL A/C AIR CONUIIIONI:R CDW CONCRETE OLOCK WALL RP RADIUS POIN I OHO OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT Or COMPOtIND ClIRVl I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOT] CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FOR1 BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61017-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 4T v A 32789 (407) 426-7979 1 WILLIAM R, MOICATELL'0 JR. CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job Address: Ce Description of Work, Historic District: Zoning: Value of Work; Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TamporWiy Pole . Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Chic,. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential v-', Commercial Industrial Total Square Footage: Construction Type: ' # of Stories: # of Dwelling Units, Flood Zone: (FItMA form required for other than X) Parcel #: h Proof of Ownership & Legal Description) Owners Name & Address: _ k tlCl4111\ 1 Contractor Name & Addrsss;'a1 Phone & Fax:t' Bonding Company: l_s Address: Mortgage Lender: bi Address; Architect/Engineer; W-4*16, Phone: State L1pse Number. Phone; Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofspermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separate permit mustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS; TANKS, and AIR CONDITIONERS, eta. OWNEWS AFFIDAVIT: Icar ify that all of the foregoing informationis accurate and that all work will be done in compliance with all applicable laws regulating oottstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, thenmay be additional restrictions applicable to this property that may be found in the public records of this county, andthenmaybeadditionalpermitsrequiredfromothergovernmentalentitiessuchaswatermanagementdistricts. state agencies, or federal agencies. Acceptance5penature 4of iO ficatiothatI will no the owner of the property of the requireis of Florida Liven Law, FS 713. k Agent Data SWature of Contractor/Agent Date Print 'er/A ent' s j sme Print for/Agent's N e sr Sigma' re of Notary - State of FlonDa a Siena TNOTARY S vPATRICIA COULTON L COULTON NOTARY PUBLIC STATE OF FLORIDA Owner/Ag j ,,PATRICIAVrNMM " 1 IDA Cont for/A Produ ID N N0, DD134330 N or MY COw'.slo, 1! awl APPLICATION APPROVED BY: BidY .. 10_ Zoning: U10ities: FD: Initial & Date) (Initial & Date) (initial & Date) (Initial & Date) Special Conditions: D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT SUBDIVISION: BAKERS CROSSING ADDRESS.1<<c:- BUILDING APPLICATION VPOWER OF ATTORNEY 2 SETS OF SEALED PLANS V 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT V/ ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM - NOTICE OF COMMENCEMENT APPE?C CONTRACT \. Sri v6 l,)leU RrinJ Limited Power Of Attorney I hearby name and appoint: Craig Coulton and c.4... each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act form and ply t The Building Dept. of: I to o. a n r6 For a residential permit for work to be performed at: Lot # : »{ 14 Subdivision : a kus Address: - 4 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor , State Registration Number Signature of Contractor This foregoin ins rument was acknowledged before me this: Date: i By: Richard B. Ladd ( Contractor ) Who is perso ally known to me. State of County PATRICIA COULTON NOTARY pUBWC STATE OF FLORIDACOMMISSIONNO. DD134330 MY COMM155IO J I2a . I.JLY 26,2006 Notary Seal CITY OF' SANFO RD P.O. Box 2847 SANFORb FL 32772 PHONE a (407) 330-5630 PAX If (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (1"ULL NAME) NAME-- Ac) 4z jr, SERVICI: ADDRESS c:` - MAILIN(i ADDRESS(0250 r ,-,, oZ ZIPS TURN ON DATE SINGLE FAMILY RESIDENCE V" , MULTI -FAMILY RESIDENCE COMMERCIAL E , p Q0..' : aiii C u r1,. WORK 4'D- , SOCIAL 1 + SECURITY# HOME# f\-)-P. OWNER OF PROPERTY 0.92.-1- 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. TO ANOTHER SERVICE ADDRESS, 1 MUST PAY DATE DO OT RITE BELOW THIS LINE DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DDT(-: PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 74, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 74 CONTAINS 6629 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 635 SO. FT, t TOTAL SOD 3887 SO. FT, t BAKERS CROSSING OHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 62 LOT 61 I 48.35 I 11.8p' S89'17'34"E r ..3 5' ENVIRONMENTAL CONTROL EASEMENT r--------------------- F - LOT 74 DRAINAGE TYPE A a r 1 r PATIO 10.0' 40.0' I 10.0' Z i 1 PROPOSED I LOT 75 W W i MODEL 2879 C o gr i FINISHED FLOOR ELEVATION-30.0 I ON i ' A/d O 1 40.00' i 14.7' 10.0' 10.0' II II u g i 10' UTILITY EASEMENT;'j.' E 1" 30' GRAPHIC SCALE 0 15 30 N o LOT 73 l0 N O O N 0 A=9'27'46" R=125.00' L= 20.64' CB=N84'33'41 "W C=20.62' J 1 O N89'17'34"WI (D N79'49' - 28.90' Wro 4 4,;0 10. 70' 8 W PLANS REVIEWED PT CITY OF SANFORD1 PT N89'Ir34"W 309.65' PC ':-.l! l R-100.00' _ CEN7ERLNE OF 1-16.52' RICHT-OF-WAY $ 79'49'4ECB=N84'33'41"W C-16.50' 222.41 CLYDESDALE CIRCLE PC PREPARED FOR: TRACT "A" 50' RIGHT OF WAY DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE, REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120269 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. I BEARINGS SHOWN HEREON ARE BASED ON ITHEEASTERLYLINEOFLOT74AS BEING NOO'42'26"E PER PLAT. SCALE:- 1" = 30 FEET APPROVED BY: SJ LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL PCC xX % PROPOSED ELEVATION pOC PROPOSED DRAINAGE FLOW Pp CONCRETE 0 L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PCPRMPERMANENTREFERENCEMONUMENTpl PCP PERMANENT CONTROL POINT PRCP) PER PLAT PT M) MEASURED. TYP CALL) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S W SIDEWALK R P CONCRETE PAD CSPBPLATBOOKCPGSPAGESR/WS0. FT. SQUARE FEET MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSEC71ON DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUSCONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND' 2, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM42626 DRAWN BY: G'ASM4AASM4PM.fta. W174=1905:46 AM 32801 (407) 426-7979 FOR THE 1, FIRM R, M SCATELLO JR. PSM J49 S DATE CZTX OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 0 1. Two (2) recent boundary and building location surveys showing setbneksfromallstructurestopropertylinesforpermitforstructures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: 0 a. Foundation plan Indicating footer sizes for all bearing walls. Provide side view details of these footors with reinforcement bar replacement. 0 b. Floor plan indicating Interior wall partitions and room identification, room dimensions, door, window, and/or opening sizos, smoko detector, location($), landings, docks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Floridn requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 0 C. Elevations of all exterior wall$, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. 0 d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing inter and exterior. Show all components of wall section. 0 0. Framing plan for floor joists whore convontionally framed. Plan to Indicate span, size and species of materials to be used. 0 f. Engineered truss plan with details ofbracing. Engineered beams for apucing openings to carry and support trusses. 0 g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placoment of handrails and guardrails. 0 h. Square footage table showing f00tag031 ACAGarages/Carports 'S.F. Porch(s)/Entry(s) S.F. a Patio($)$.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. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 S. Other submittal Documents: o a. Utility letter or approval when public water supply and/or sewer system connection to be mado, o b. $optic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, FI (407) 665-3600. e. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by it licensed and insured contractor. OWNER/BLUDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the Application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footor 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10, Framing 11. Tenant Separation / flrowall 12. Insulation, walls and/or callings 13. Electrical Anal, mechanical final and plumbing final 14. Building final 15. Other DATE_ /V SIGNATURE By ownerLorAuth4*Z4A-g4nQ A1, . 0 8 o .... Pew Sentricon* Colony Elimination System Pretreatment Plan Agreement Dnte of Install t Contract Number PUCHASERS NAMEADDRESS_ Phone & Email INSTALLATION ADDRESSt SPECIAL OR ADDITIONAL COMMENTS 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 NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will, Nvarrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at n'oadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN , AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENGOVEERELATIONSHIPOFTHEPARTIES, T SHALL Apex Representative Signature Date Customer OrAgont Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElaneotI, 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 those years, 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. ThePretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditions ofthis agreementforer quarter (3mo period) payable on or before the end of the previous monitoringperiod. the fifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed After 10% Per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain baited freefromanyfactorscontributing` to Infestation such as wood, trash, lumber, direct wood•soll contact, standingwater• under piertypestructure, or as noted in Special or Additional Comments". the areas) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the root or otherwise a Into) onto or u and the area(s) baited. At no time will damage caused to an e > under' Insect Infestation, be the responsibility of Apex In areas where any of the conditions described in teven han is Pttrai ra h e destroying. of Apexto alerttheCustomertoanyoftheaboveconditionsdoesnotAlter'the Customers responsibility under this g A exist. FailureDISCLAIMER: COMPANY paragraph. INCLUDING STATUTORY WARRANTIES, DISCLAIMS ALL OTHER WARRANTIESVETHER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESSA PARTICULAR SPECIFICALLYDISCLAIMS ,N7t . FURTHER, COMPANYHAS MADE NOARPURPOSE, OR W IIVIPLIED WARRAINTES. OF SERVICE PROVIDED HERETION OF FACT OR PROMISE WARRANTY A' NG T IKEO THEDUCT OR. Customer expressly waives RErase THATclaimsnanylaTEDlt, OrbltrAMOUNTEDTOnegligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss o AN EXPRESS WARRANTY. compensatory, Incidental, consequential, exem Ia or other legal proceeding against Apex for event shall Apex be liable for any amount greater that amount paid id the Customer t fuse, diminution of value, economic, P t'y, punitive, liquidated, treble, orspacial damages if any kind, and In no. o Apex for the servicetobeperformed. 0 SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult it 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 COMPONENTSt The Customer understands that: All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to arty of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use ns Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco. or. Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System it. Apex will: (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(notet Conventional "liquid barrler" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, glue the Customer credit for service paid for but not yet recelved;- (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, andt ($)retrieve, or advlse Do}vElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installatlon, Prior to; (1)the Structures) being structurally modified, altered, or otherwise changed or; (2) to any termlticide being applied on or close to the location of any Station, or, (3) soil is removed or added around the foundation, or, (4) any tampering -of baiting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Fallure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging 4ny 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. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumul'ative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred 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 Andeffect. CHANGE IN LAW. In the event of a change In applicable law As It pertains 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, strikes, 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 sell contact; (4)furniture and contents; (5)area3 of existing damage unless areas have beenrepairedbyCustomersevidenceofreceipts. ARBITRATION. Not withstanding any provision contained herein regarding iitigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures rotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, 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, el s tt „Thiproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It; designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individunl'basisandnotAclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties aninootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of Installation, terminate this Agreement And brelievedofanyliabilityhereunderifApexdetermines, In its sole discretion, that It Is unable to prevent or stop farther damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentiflePropertyforanypurposecontemplatedbythisAgreement, IncludlnS but not limited to ro-inspection, whether the Inspection was requestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for period of 1 (one) year from its effective date. After thinitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Arcot Orlando Area08SPlumosaSt. 7006 Stapoint Ct. #G Tampa/Sarasota Area Merritt Island, FL 32952 Wlnterpark, FL 32792 5314 Faulkenburg Rd N407.459-2847 407-858.0540 Tampa, FL 33510 800.929.2847 $88-764.2847 813.221.2847 877-459.2847 CITY OF SANFORD PERMIT APPLICATION Permit # : - U -1 - l7 3 f 3 Date: I t I I --)I_-0 Job Address: Z2 a 1_ ate, AuLI CT• " 7y Description of Work: P k%.^"t -? Historic District: coning: Value of Work: S V ) Permit Type: Building Electrical Mechanical Plumbing N"—' Fire Sprinkler/Alarm Pool s 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 3 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 #: (Attach Proof of Ownership & Legal Description) Owners Name & Address J '—y Phone: ContractolqDOW49501 ;11I1QF3ING. INC RO, BOX 620027 'State License Number: C T Phone & FW% 66,899 Contact Person: 1 \ C r r Phone: Bonding Company: DVAINiTAGE pi t 1MRING, INC. Address: P.O. BOX 620027 _ _ -- Mortgage Lender: OVIEdOi FLOR49AA 39-94 i Address. Architect/Engineer: Phone: Address: Fax: Application is•hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements f 'I 7_h Signature of Owner/Agent Date Signs re oftlntra n Date Print Owner/Agent's Name Print Contractor/Agent's Name] Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is •,r-- Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: e, A - MARTHA Y. HALL ContrProduecd I is _ PcrsonaWi ttyrPetwou, State of FloridaProducedID MY l7 rrYY Comm. e . Feb.19 2008 COMM NO. DD 258139Zoning: Utilities: COMM- Initial & Date) (Initial & Date) (Initial & Date) 1411litI110W11661Will 40111IWI1101liIWIII HiIim11111 72Ck yell a C; r c1 e_ THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: Y2 R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY HK 05091 PG 0360 CLERK'S # 2003200220 REWRDE'D 11/06/?003 0207v13 PN 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 Chapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pro erty: Lot(s) 71, 72, 73, nd 75 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D. R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Fax #: aRlitIEU COPY MARYANNE MORS8 CLERK OF CiRCWT COURI S041"OL 11 NTS. FLORt01i iFP11 Y e_a rPersons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided bySection713.13(l)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unlessa different dateisspecified): D.R. Horton, n . 0 by: 1 L jma*_ o ert . Lawson, ACPtant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of Aoy r 2003 by RobertA. Lawson Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, on behalftTe corporation. He/SheispersonallyGowntome. Notary Public, State and County Aforesaid o ignature OE" PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMiSS1011! FXP jyjY 26,2006 Notary Seal COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75640 DATE: BUILDING PERMIT NUM (CITY) COUNTY NUMBERx UNIT TRAFFIC ZONE: aURISACTIONn TWp Palo I PARCEL:` SUBDIVISION: ' , TRACT: 7 PLAT BOOK: w PLAT BOOK PAGE: BLOCK: LOTn OWNER NAME UK Lx APPLICANT NAME: ADDRESSn LAND LAND USE CATEGORY; 001 - Single Family Detached House TYPE USE: 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 8 dwl unit 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 0384.00 AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: ____/ _____ SIGNATURE: _____ _______ PLEASE PRINT NAME) / DATE: }, NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTIONx 1-COUNTY 3-CITY , 2-APPLICANT 4-COUNTY NOTE** ' PGRSONS 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 FILINQ A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUESTFOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE 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*** FAMILY BUILDING PERMIT******************** U 5-106-203 7 : 09AM r iiUM yyyv p^r , r ..'. ;..IrJYtv!!f't .yatY:(tc ..nw...v,., ,.., ... .. ..,.1•,, •..._. .. CITY OF SANFORD P1rRhlIT APPLICATION Permit A job Address: Daier4416 4 Vile WOW AM16 Znning: Value of Work: S iil{t#YIQ ttrlS{t .... _.. Yew WnUcr/Alarm Pool—, . _. P01,1114 TOP, of atrfc Ttmpar8rr Pol< _ U : AdtdNon/Ati>Rf+ion Cl lrtycIK4rkykplsvrlietvlcti -a Pf AMP$:..... Duct 4Myoul & Errptgy Colc krq:reci) Mechanical: Residentiai Non•Rosldcntial Replacement New ( Plumbing/ New CpRtmercial: p of Fixwres Ifof Water & Sewer Lines isof Gas Lines _ Plumbinoew Residential: M of Water Closets Plumbing Repair — Re>tdenlial or Commercial ' Occupancy Type: Residential Commercial Industrial Total Square Footage: --7 Construction Type; r of Stories: is of Dwelling Units: flood Zoot: . (FESIA form rtquirtA fcr On- inan An+ ch Proof of Ownership it Legal Dtacnyt'.on) Parcala: ` - l 11 U0 Owncrt Namis & Addres+: j t - C contractor Name & Address: c- 2- ) t, irate License Numhcr J..) Vhunc Contact Person Yhonn & Fax: -=-ice•-+ ..... ending company: mortgaut Lender. ArchinrUEnginetr.------- - -- Fat Ino wink insujiltion wi Application Is hereby mode to obtain a Permit tv o the work 3n standudt of +insuillations a laws rejuIndicated eon twcss ion in ththisjurixllcoon.hI vrl,)Munv tthhaptf1 t scyartissuanceof a permit and that all work will be p+*f silst permit must be secured for ELECTRICAL WORK. PLUMBING, $IONS, WELLS, POOLS, FURNACES, BOILERS, H)rt TE1tS, TANKS, and AIR CONDITIONERS, etc. ol'the toreiloing information It, accurate and oust +II ww•k will be done in complun,-t with all bppllcoble Llw i'\ Fvir.)^g OwNFR'SAFFIpAVIT: I certify that all FAILUR2 TOP ECOPLD A NOTICE OF COMM T'WIC+ eFOP, IMPROVEMSNTN$fTO YOUR PROPS TYO TO OWNER: R IF YOU INTEND TO OBT rN FrN NCWG CONSULT WMH OUR,L£NL"Ev 0K "f'. TWICE FATTORNEYBEFORERk4C:ORDINO YOUR NOTICli OF COMMENCEMENT. OT10E: In addition in the rcgvinmenu Of thin permit. Iheft may he additional tesnieuons alicoblt to this proycrry 0w1 rrvy be (ovno In Inc pubis: n:vvs of this county, and there may be additional permits mgvirod fmm other Qovernmcnul asnna sveh as wrier mu,openunt Jtsmcts, stale agcnclts, yr scorr,t ri.rnc,es Acceplane:c of permit is verirlcution th;i1 I will notify she owner of the property of the regvlre t of I a L)cn Law, F> > I Uale Slgnuture of COntnctor,.aEalt Jae Signature vfOwntt Agent Print Cvnn7ctor/ A unt't Np Print Owner/ AYcnt's Nante icnasurc or Nvulr y.jr31; f Flnnlls I sty ign turc of N Sutc nt r10'w' 1,'u„ Ir,Clnf/A rtnl I.izr:t,,,7 KJIQO n iv Yel ttmpnv Knntvn ul 1c yr Pm4vcrn 11) 4umil WuJuCati 117 . , , 1('I' l.11'A1'IU\ AYI'IIOVfa111V' IIIAF: ... tlluual3: hale) Ihl,:..: i)7u1 ., ".., - •• . A ip;, l tc 1)31v) Marie A. Zettlemoyer YP _ Commission #DD221380 y Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc 10-03-203 9:52AM s FROM M Permit # : L Job Address: CITY OF SANFORD PERmrr APPLICATION 7 Description of Work: Historic District: Zoning- Value of Work; s _ ((7 OCR Permit Type: Building Electrical / Meoh&cal Plumbing Fire SpritWer/Alarm Pool Electrical: New Servicc — N of AMPS AddidWAlteration Change of Service Temporary Pole ,_ Mechanical: Residential Non-Residt:ndal Rcplawment New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Liner # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential COrnmeroial industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: O'EhtA form required for ortrcr than X) Parcel N; Owners Namv & Addreas; Attach Proof of Ownership & Legal Desc a#Ii7 L/lJI3Cr Contractor Namv St Address; l,,r.R ote— Stacy License Number: Phone & Far: y („'%' „9R'"r-,,,?/ii;L`Gtahfat Persoa;O!Y•y Phone;.:...•z•vy' Bondlnt Company: Address: t tortgage Lcndcr: a _— Address: Archltect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installatlOni as indicated. I certify that no work or instal Istion haS commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstrVctioninthisjurisdiction, t understund that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBINO, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONRRS, etc. OWNP 'S AFf'IDAVIT; I cortify that all of the foregoing information is accurate and that all work will be done in eompalance with all opplieahlr: lawn rcr.ula Ongconstructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Yt,)Wt PAYINGTWICEFORIMPROVbMIENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR ANATTORNLrYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. tjUQ: In addition to the requ(rernent, of this permit, there may be additional restrictions appGcublc to this property that may be found in tha public rccores ofthiscounty, and there may be additional rxrmlts requited from other govcmmeatsl entitiess such as water management districts, stute agencies, or fvdcral agencies. Acccplunce of permit is verification that l will notify the owner of the property of the requirements of Florida Lien Law, FS 713 Signaturo of Uwncr/ARenr Due Signrtvrc of E'bntractor/Agsut Date Print Owner/Agam's Nome Print C:on rrAgent's Nam< Signature of NolaryState of 1'Ivrida Date SignaWre of N late o(f)unda a t<YN Bonny G Logan Uwncr/A eat is My Commission DD201551j'ersonally Known t4 Me or Contractor/A•gent is ,C. lIvrsonally Known tv Me qrProducedIu _Produced ID T J Expires May 17 2007 APPLICATION APPROV6O BY: Bldq: zoning: Utilities: pD. Initial &Date) (Initial & Date) (Initial 6t Date) (Initial & Date) Speclai Conditions: 25638-5H4 2879A 03 - FGD) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N :62 2x4 SP #1 Dense: WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00"OC NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. SHIM ALL SUPPORTS TO SOLID BEARING. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 3-0-0 THIE<REO FR'0M COMPUTER INPUT (LOADS 6 DIMENSIONS) "SUBMITTED 9Y TRUSS MFR. S DWGPR 2 Complete Trusses. Required 11 4 7 NAILING SCHEDULE: (0.1260.0_g_nails) P CHORD: 1 ROW @ 5" O.C. 40"BOT CHORD: 1 ROW @ 12" o.C. WEBS : 1 ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. THIS GIRDER DESIGNED TO CARRY 23-02-00 TRUSSES FRAMING TO TOP CHORD FROM ONE SIDE AND 17-00-00 TRUSSES FRAMING TO TOP CHORD FROM OTHER SIDE. A RIGID CEILING OR -CONTINUOUS LATERAL BRACING AT 120.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24" O.C. IN LIEU OF PLYWOOD SHEATHING. Wove= WAYA= W4X4= W4X4= W2X4HI W6X6= W4X4= W4X4= W4X6= W2X4M W5X5m W4X10= R-2412 W=3.5" U-1910 R=3682 W-3.5" U-2350 R=5796 W-3.5" U-2770 8-3-12 20-7-0 Over 4 Supports PLT TYP. Wave TPI 95 R Design Criteria: TPI-95 STD 18.2c4 MANNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PU81.1511E0 BY TPI (TRUSS PLATE I MSTITUTE. .583 O'ONOFRIO DR., SUITE 200. MA0150N, WI 53119). FOR SAFETY PRACTICES PRIOR TO PE0.fORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INOICATEU. TOP CHORD SRAM MAYS PROP RLV ATTACNEDSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INPUN TAHT`• FURNISH A COPY OF T1115 DESIGN TO III INSi AIIAT ION CONTRACTOR. ALPINE ENGINEE0.E0 9to P0.000C15, INC. SIIAll ROiBE 0.ESPOW 5IBLE FOR ANY OEVIATLON FROM THIS DESIGN; ANY FAILURE TOBUILDTHETRUSSESINCONFORMANCEWITHIPI;OR FABRICATING, HANDLING, SHIPPING,INSTALLING AMO BRACING Of TRUSSES. TNIS DESIGNCONfURNS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLSHED BY 1HE AMERICAN fORE5T ANO PAPEN ASSOCIATION) ANO iPl. ALPINE.Xykj CONNECTORS ARE MADE Of 20CA ASTH A663 GRAD GALV. STE FI. EiCEPI Al NO1tU, APPLY CONNECT0115 10 fANF I EACH FACE Uf T0.U55. AMU UNLESS OTHERYISE LOCATEDATFO ON f1115 OE SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON 1N15 DRAWING INDICAItS ACCEPTANCE OF PROFESSIONAL ENGINEERING Valier P. F-:wt, F.E. Alpine Eu illeered.Products,lnc. RESPONSIBILITV SOLLLY FOR 111E TRUSS COMPONENT DESIGN SHOWN. THE 5U11ABILITY AND USE OF THIS 1 h. 22939 j P TtI10CStee ,FLProducts COMPONENT FOR AXY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER------_- Y ANSI/TPI 11995 SECTION 2. 3-0-0 8-0-0 W2X4111 R-3184 W=3.5" U-2360 TC LL 20.0 PSF TG DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC, 1.25 SPACING SEE ABOVI Scale=.375"/Ft. REF R081--43260 DATE 05/01/98 D R W HCUSROBI 98121081 HC-ENG VB/WPF SEON - 22294 FROM GBW R Cf7'Y OF SATiFORD PERMIT APPLICA?'iON Permit # .. _ Date: Job Address: Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pot71. Electrical: New Service — # of S Addition/Alteration Change ofService Tempot'l ry Pole _= Mechanical*! Residential Non -Residential Replacement New (Duct Layout & EAergy (Wljh Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential- # of W Closets Plumbing Repair— Residential or Commercial f N Occupancy Type; Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otror than X) Parcel #: Owners Name & Address: , I Contractor Name & Address: A Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: D] License,umber. A""^'r` Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has cornntewtxl prior to thc: issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. 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 information is accurate and that all work will be done in compliance with all applicable. )pwr rt:p,ttlatingconstructionandzoning. WARNING TO OWNER' YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT n9 Y01)7% PA ` DAGTWiCEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, rn federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida w - 3. _- FEB 1004 Signature of Owner/Agent Date Si ure - ncactor/Agen Date ERT G. DELLO RussoPrintOwner/Agent's Name nt Contractor agent's Na Signature of Notary -State of Florida Date Signature of o_ '•State of londa ate OxNiier/Agent is — Per onalh Known to Me or Produced ID M11,LK :\I 101N APPROVED BY. Bldg, nmal lu Date) ccial Conditions: Contractor/Ace-::; Personal., Known to Me or Produce': . Zoning: l .:;, I D: Initial & Date) (Initial d Date) -- --- (hr,ual & Dal, vtGl Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis P DESCRIPTION DRAWING >« /REPORT # SERIES INDEX MASTER FILE NUMBER 1 i liNsTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 2 • INSTALLAT DETAIL WMIB SCREWS HORZ. SLIDING. FIN WINDOW FLEX0028 11000 INDEX 4 INDEX .- 6 INSTALLATION DETAIL WMI SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 - .. JINSTALLATION DETAIL WITAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 JINsTALLATION DETAIL SOL. HUNG FLANGE WINDOWS FLEX0029 1000 IFLEX0020 11000 JFLEX0016 11000,1500 3 2000 5 INDEX , 7 JINSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 11000,1500 b 2000 FLEX0018 1000E 2000 8 INSTALLATION DETAIL WAVe WOOD SCREW FIXED FIN WINDOW FLF-XO030 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 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW INDEX . MASTER FILE NUMBER 6 12 JSLIOING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1500,1000 S 2000 13 INDEX,,. 14 ISUDING GLASS DOOR INSTALLATION WITH 98 SCREWS MASTER FILE NUMBER 5 .. : FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JFLEXM7 1HMFINTR 100,100 & 2000 1000 / 1500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACMES 1HMFLGTR 100011500 ig FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE. CAPACITIES 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FUN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES I1VMFIN 1100011600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG 1100011600 22 ' INDEX : 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 11VMHMFLO MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1100011500 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL. MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFI N 2000 29 JFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 12M 30 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 IFLANGE VERTICAL MULLION SECTIONS / D SIGN PRESSURE CAPACITIES 12VMFLO 12m, PL Als ypCITY , o 0 ' TEST REPORTS AUrr WINDOWS BY nARIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE NCTL-210-2319-1 A 53 1 /8" X 72" DESCRIPTION SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210--1949--2 48 1 /2" X 84 1 /2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING BY OT..CRS ONE BY VOOD DUCK by OTHERS CAULK BETWEEN WINDOW FL.ANG.r I WOOD BUCK STUCCO JITOTHERS PERIMETER CAULK IT OTHERS GLASS (TTP,) SEE NOTES) WINDOW HEIGHT PERIMETER CAULK BY OTHERS 9 CAULK BETWEEN JINDOW FLANGE L PRECAST SILL V/VULKCM I15 ADHESIVE CAULK OR APROV£D COL. CAULK BETWEEN WOOD BUCK L NAVY, OPENING BY OTHERS INSTALLATION ANCHOR 3/16- DIA TAPCON SHOWN (SEE NOTE 9) 9 ONC 3r WOOD - BUCK By OTHERS BUCK WIDTH SHIM AS REO'D. LANCE TYPE I/4• NAK.— WINDOv FRANC (Sr-- NOTES) JAMB INSTALLATION ANCHOR 3/16' DIA. IAPCON SHOvN (SEE NOTE 9) p 1-1/4' MIN GLASS (7YP.) EMBEDMENT (SEE NOTES) I CONCRETE OR MASONRY OPENING BY OTHERS 1-v4 Kk I CIIK9CM D v I O s ' CAULK BETWEEN _/ / D WINDOW FLANGE I WOOD BUCK PERIHET£R SHIM AS R£0'Q CAULK 1/4- MAX. BY OTHERS SEE NOTES) WINDOW VIDTM I FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BCTVEENFADERSECTIONB-BVXD :. BLOCK BY OTHERS BUCKHEIGHT Fc; WINDOW HGT. I FLANGE TYPE LK- WINDOW FRANC SILL WINDOW WTH. ELT VATION VIEWED FROM EXTERIOR 9 I SILL STOOL * by OTHERS PRECAST Stt.t ` _`• By OTHERS jCS j` SECTION A -A eL 212002 TAPCON LOCATION CHART CALL TIP TO L NS IN sic I AT1 nS 1N JAM SIZE TIP 50 SF 5O,S0 ToTO D22 74 X 24 C.0 C.D LJ IJ 023 74 X 32 3/3 Co.: 1.Dr I,J.K,L IJ.K,L 024 74 X SO 5/e C,0 3 _.0.£ I,J.Kl i!LLJ.r: 3 1/4 % 26 IJ. .L D33 106 1/4 X 33 3/e I B.CL I c .D.E I LJ.Kl .I IJJc.tt1. 1/4 % •A t H.C.0 : 1 J.KJ, G ti 1 J K T22 NI X O Y IJ T23 I x 36 3/d B.C.0 A tA.£.F' IJJNJ. IJ.K,L T 4 III X B.C.Ot A,.CA.£.F IJ,KJ. 1 J K. L M2 X J..G IJ. J. 1J.K.L MS 120 X 3d 3/. B,CA. A .C.D.E.F I.JJ(A I.J,K:I M4 1 X e AB,C, r F AI.C.DE.F G.HIJ.K : IJK 020 72 x 24 L L.1, IiLJ 6030 12 X 36 C.o CA.£ IJ NJ.K.L CA C.O,f IJ.K,L IJ!(A 7020 i 7030 64 X 36 B.C.0 : e.C.O.E IJJ(,L I,J.K.L 7040 4 4A B C.0 r C O.E IJ.K,L yA.L 3020 96 X 24 S. 96 x 36 e C . S.tAE tJ.K.L t B C. _ kB.C.DE.FLEG H I JK L 9020 108 % 24 Y a.t, .• IJ.K,L 9030 toll X 36 0.C,C..£ B.CA.E IJ•K,L C C A9.C.D.E.F 10020 120 X 24 IJ IJ.K,L 1.3. I 120 X 36 W.K.I.J.K.LI 10040 IJ.K.L IJ•K,t NOTES. . I) S1UM AS AEO'D. AT EAC4 tNS,A-LATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIA:: AuvwNUM AGLOY 6061. 3) TAPCON INSTALLATION &-.CMOR MUST BE OF SUFFIGENT Lim TO ACwEvE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SKJGOm2ED ACRr-K: CAULK BEHIND WINDOW FLANGE AT MEAD 6: J"S, SILL MUST BE ATTACHED TO THE SUBSTRATE WITH YULKEM 116 ADNESIVE CAULK OR A:iROvra E-()AL. H S) USE SKXON6ZED ACRr-,C CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANC14OR CHART, USE ANCHOR OLIANTITY LISTED WITH NEXT LARGER SIZE.. FOR Tr.£ APPROPRIATE DESIGN PRESSURE REO;D. B )) CLASS THICKNESS MAY vARY PER THE REOLHREMEN--a OF ASTM E1300 CLASS CHARTS. 6) LETTER CESIGNATIOUS ON THE TAPCON LOCATION C-AR INDICATE WHERE TAPCON ANCHORS ARC TO E£ RNSTAL:(-D WHEN uia$ THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED r.OLES N.OT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w-i /t S:REwS OF SUFFCIE, LTM. TO PROVIDE MIN. S/e IN. EMBEDMENT IN`, WOOD BUCK. 10) APPLICATION OF WLKEV 116 A:HESIVE CAULK AT rRAME SILL MUST COMPLY wr.N SEALAN- MAN+r.:TUPra•S RECOMMEVDATIONS. 11) WHERE WINDOW IS INS-A:iED L% MASONRY OPENNNO WITH A STRUCTLIAL Two BY BUCK, USE #'o SCR£K OF SUFFICIENT :.ENGTM TO A-wEvE 1-3/9MIN. EMSEOM--"T AT 4:L M:-ALLATIGN FA:-ENER LOCO IONS FAA 407, CAI.LR BETWEEN HT OTHERS ISMEAtNIK1,t' M(N. NT TWO By WOOD BY OTHERS WINDOW FIN L WINDOW V1DTH tEATHNG OOD — INSTALLATON iOTHEBy R ANCHGR 19 SCREW SHIM AS ORI SEE NOTES) SIDING By 1/4' MAX. 0--rfERS SHIM SPACE PERIMETER CAULK BY OTHERS GLAZING flip.) SEE NOTC 7) VINDOW HEIGHT PERIMETER CAULK BY OTHERS INSTALLATION 1IANCHORIBSCREW STLICIO OR sill", SIG Br OTMCRS CAULK BETWEEN I WINDOW FIN J IMINLSHCATHINGSHEATHING BY OTHERS EM9EDNIENT SECTION A -A SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER t WINDOW WIDTH r y 21 [IC. MAX. Trp.) A EOI)ALLYvlMmW HEIGHT SPACE 1 ANCHORS TY1P.) B Q J 24O.E. 4 I nAX r1N TYPE MACO.C. (TYPE X- WINDOW FRAME SILL 6' MAX. tTYP.) E E VIEFROM EXTERJOq MARBLE SILL STOOL BOTHERS r 1 "I.oRID. E,x-TRuDcR 41 SHIM SPACE MAX SHIM AS REO' D. SEE Ng1Trel TWO By WOOD BY OTHERS F SHIM SPACE CAULK BETWEEN VIMDOW FIN L SHEATHING 1• NIAt EMBED NT f GLAZING (TYP.) J SEE NOTE 7) PERIMETER J CAUIx By G-KRS SHEATHING HY ONN+ERS FIN TYPE v1MDOV FRAME JAM3 STUCCO OR SIDING By iNSIALLAi30N OTHERS ANCHOR 13 ' REV SECTION E-B NOTES 1) SHIM AS REO'D. ADLACENT TO EACH HNSTALJAT" A.%CHCP. MAX. ALLOW-ZLE SHIM STACK TO BE 1/A•. 2) w;NDOw FRAME MATERIAL: ALumNuw ALLOY 6063. 3) 04STALLATION ANCHOR MUST BE OF SuFFK::-_NT LTH. TO AZmCVE wN. EMBEW(ENT Or I- NTO WOOD FRAME MEMBER. A) USE SISOmZED ACRYLIC CAULIc BEHIND w:MDOw FIN ATHEAD. Su @ ,LAMBS. 5) USE SX) CONIZED ACRYLIC CAULK FOR PER:zNETER SEA: AROUND EXTERIOR OF wa(OOW FRAAIE. 6) CLASS THICKNESS MAY VARY PER THE REO•JIREAKNTS Or ASTu E1300 CLASS CHARTS., 7) INSTALL INSTALLATION FASTENERS AT 6 MAX. FRDu CORERS AND MAX, 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. x'H ANCHOR S:ACWC AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' wAx, DRAWN BY: BB I APPROVED BY: DATE:12/ 17/ 01 =CAIE: h. i . S. M—: FLEX0028 PRCPARED Of PRODUCI L APPLICATION ENGUKERIMG. INC.: 2W INTERNATIONAL PKVI.- ArtTE 230. KA',POW, FLDH:DA 2274i HONK •:7 M-0363 FAX 407 60"356 SHEATHING CAULK BETWEEN BY OTHERS vINDGW FIN L SHEATHING INSTALLATION ANCHOR as SCREW STUCCO OR SIDING BY OTHERS — T PERIMETER I CAULK. BY OTHERS GLAZING (tYP.) SEE MOIC 7) WINDOW HEIGHT PCRIMCTCR CAULK IT OTHERS tv0 BY WOOD I• Nix ,FBY DtnERiyEMSEY+ENt I v 1 I 1/4• MAX. SHIM SPACE SHIM AS RED•D. FIN TYPE cSEE NOTES) vINDGW FRAME HEADER V INDOv HEIGHT FIN TYPE WINDOW FRAME SILL LE MARBLE SILL STOOL By OTHERS a 0 WINDOW vIDTN TvO By WOOD By OTHERS SHIM AS REO*D. SEE NOTES) 1/4' MAX.CAULK SHIM SPACE BEtvEEN VINDOv FIN L SHEATHING 1' MIN EMBEyDyMENS L GLAZING (TYPJ — L SHEATHINGSEEuOTf7) VINDOW VIDTH By OTHERS FIN TYPE vINDOv PERIMETER 214 D.C.. FRAME ytM$ CAULK INSTALLATION TYX. A 8r DiHERS TTUCCO OR ANCHOR 3 SCREW 11 (TYPE SIDING BY L LAs, E- .- - = OTHERS SECTION e-B EDUALLY SPACE ANCHORS (TTPa 1L5 SHeM AS IKO'D ADJACENT SO EACH INSTALLATION AMK:HOR. A 6• Max. T) MAx. ALLOWABLE SHeA STACK To BE (/a'. 24' O.C. (TYP.) 2) W*00w FRAME MATERIAL: ALwwUNI ALLOY 60a MAX. (TYP.) 3) INSTALLATION ANCHOR MAST BE OF SUFFICIENT LTM. TO 6• MAx.(TYP.) AC"04 WN. EMBEDMENT OF T' INTO WOOD FRAME MEMBER. A) USE S"O)aZED ACRYLIC CAULK REMIND WINDOW FIR AT MEAD. S%L & JAMBS. EIFNATION ") USESKX oIZEED ACRDOW FRAME. 1/4' FOR PERIMETER SEAL AROUND 1/4' MAX. VIEW M X. RIOR 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS ASTM SHIM SPACE E1300 CLASS CHARTS. , p1 i 7) INSTAu RIS.TALuiION FAYLNERS AT 6_ MAX. FROM CORNERS al'...d.i: 6` • `• A" r A AND MAX. 24' O.C. VES)GN PRESSURE . CAPKrtY OF INSTFOR ALL IONSN-fAI r,-_E ANCPISIZES U SPACING 11 AS STATED. b 70.0 PSF i7FOR A(.1, A+ARJQ SIZES UP TO 1 9" x 49 5/8• U.tX. INSTALLATION ANCHOR RB SCR£v 1 SHIM a! STUCCO OR SEE Nl SIDING BY DTIERs CAULK ICTVECN vINDDv FIN $NEATMD i LSHEATHINGI ) INN EMBEDMENT TWO BY WOOD T OTHERS BY OTHERS SECTION A -A rGo1? lQA GI s EO' D. MASIM # I H S> REV DESCRIPTION DATE IN1 FLORIDA EXTRUDERS t TERNATIONAL. INC SANFORD. FLORIDA TITLE: INS':ALLATION DETA'L w/ R8 SCREWS HORZ. SLIDING FIN WINDOW xOx CONFIGURATION— SERIES 1000 t' i DRAWN BY: 8$ APPROVED BY: C. 1 )i ?L ' DATE:12/17/01 SCALE: I T. S. DWG : FLEx0029 YREOA. MD BY: PRODUCT L a APICATD3Vtw,"CRING. INC.. 2M INTERNATIOwM, htvY- SLTtE 230. H(ATHR3v. 16=11A 32746 /H)hC '07 SZ-DTLS FAX 407 2:S-0364 s CONCRETE OR CONCRETE OR CAULK BCTWEEN WOOD INSTALLATION ANCHOR KONEBDr WOOD MASONRY OPENING MASONRY OPENING BUCK L NAVY. OPENING 3/15 DIA. TAPCON Br OTHERS By OTHERS BY OTHERS D.v. 1-Ii•• MXl ape BY WOOD ( BUCK WIDTH) I BUCK BY OTMERS 1/s• SKIM i D D 1-1/4' MIN. FLANGE TYPE SPACE MAX. CAULK I£tv£EN EMBEDMENT WINDOW FRAME SMTM AS REO'D. CAULKS FLAt4Ci o JAMB (SEE NOTES) { 1 WOOD% --I INSTALLATION ANCHOR { I T I/a• $MIN 9/16• DIA. TAPCON 0 SPACE MAX. RIGID VINYL GLAZING BE•D GLASS (TYP.) STUCCO) SEE NOTES) By OTHERSES 6 SHIM AS REO'D. PERIMETER (SEE NOTES) CAULK IETvEEETN DY OTHERS B. M. WINDOW FLANGE W. K (BUCK L WOOD BUCK v WINDOW FLANGE TYPE HEIGHT) HEIGHT) WINDOW FRAME MEADER PERIMKTER GLASS ( T CAULK STUCCO SEE NOTESCS) ) By OTHERS By OTHERS WV. WINDOW WIDTH) CAULK BETWEEN - WOOD BUCK L SECTIONB—B MAS•Y. OPENING NOTES. BY OTHERS RIGID VINYL 1) 96u AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. A.LOWABLE GLAZINGDEADSAMSLACKTOBE1/4-. TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. BEHIND WINDOWFRAME4) USE SILICO/RZED ACRYLIC CAULK BEHWINDOW FLANGE AT HEAD k DY OTHERS SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE IZ CAULKCAW) OR EOuu 5) USE SIUCONtZED ACRYLIC CAW( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE T7 6) IF EXACT W04WW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANhTYLISTEDWITH1FXTLARGERSIZE. FOP THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOVIREMENTS OF ASTM E13O0 GLASS CHARTS. CAULK BETWEEN V 0 a) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WINDOW FLANGE V WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L PRECAST SILL EXTERIOR ELEVATION AS A KEY. W/VULKEN 116 PRECAST SILL SECTION A - A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR ADHESIVE CAULK By OTItERS SHOULD BE FILLED WITH a SCREWS OF SUFFICIENT LTH. TO PROVIDE OR APRDvEDCOL- MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. W.W IC) APPLICATION OF VULKEM 116 ADN-ESIVE CAULKAT FRAME SILL MUST A COMPLY WITH SEALANT MANUFACTURER'S RECOMMENwTIONs. 1I) ON:: ADW01AL FIELD GRILLED A INSTALLEO ANCMOF IS REO'O. IN A B C D EACH JAMB ON THE FOLLOWING SIZES: '025- (73 7 62). -026- 73 X 71).-56M6OAi (65 x71). k-60M6OM- (71 J171). PLACE ANCHOR BETWEEN ANCHORS C AND I- AND BETWEEN ANCHORS 'H E j / AND J WOVEPINDOW 5I PSFONLY. j 12) WHERE WOOD IS INSTALLED 0 MASONS.•.' OPENING WITH A LENGTH T WIL F TWO BY WOOD BUCK, USE !10 SCREWS OF SUFFIC N: LENGTH TO W.H. / ACHiE'4E 1-3/8' MIN. Eu9EDuENT AT AFL INSTALLATION FASTENER scREw 09J 1 LOCATIONS. ON SIZES NOTED IN NOTE I 1 ADD A • .0 H ` A+ N CHOR'TOEACH JAMS FOP. NOTED OETStGN PRESSURES. l.I: rl BB 1t1.E i,.F3 L. i..l.l'. J Nk s V y' 4dR'10,} i27Pu F PG ON _ X T EERIORPorPAXrrrr. R4 MT L APPLICATROn Its CALL TIP TO SIZE I TIP IM2 26 1/2 X 26 1M3 26 1/2 x 38 3/8 11,4 26 1/2 X 50 $18 1 HAS 261/2 x 56 1/- IN5 26_ t/2 X 63 IM 26 1/2 X 72 22 23 37 xzo 37 x 38 3/8 24 37 X 50 5/6 265 37 x 56 1/4 25 37 x 63 26 37 x 72 1/6 x 33 53 1/B x 3a 3/8 34 53 1/9 x 50 5/6 3A5 53 1/1 X 56 1/4 35 53 1/3 x 63 6 1 X 7 2 023 74X 38 3/9 D24 74 x 50 5/8 0245 74 X 56 1/. 025 74 X 63 A 74 X 72 2O420M NOM30M 20M40M20u46M 2omm" 2 4 X4 24 x 36 24 x 48 24 x 54 24 x 60 30M20M 36 X 24 30M30M 36 x 36 3OM40M 36 x 4a 3OW46M 36 X 54 3OW50M 36 X 60 3OMSDI0 36 X 72 4OM30M 4a X 36 40U40M to X 48 40u46u 45 X 54 40u5ou 48 X 60 a0A160M 43 x 72 a A Z4 46u30u 54 x 36 4SM40M 54 X 48 46M46M 54 X 54 46u5OM 54 X 60 4 54X7 X 4 SOM30M 60 x 36 50M40M 60 X 48 50w6u 6C X 54 50M5OM 60 X 60 S0M6pu 60 X 72 eo 56M30M 66 x 36 56M40M 66 X 48 56M46M 66 x 54 55140M 66 x 60 e6M60M 66 x 72 6OM30M 72 x 36 60u40M 72 X 48 60Ma6M 72 X SA 60USOM 72 X 6C C C C C C C C I C C C C C C C C C C C C B. 0 C a. 0 C B. 0 C B. 0 C B. 0 I.0 B.0 I.0 B.0 I.0 B.0 0 SIX I.0 E.0 C C C C C C ON CHART I y EAD LOCATIONS IN JAMB 6pvTO JTO TOI TO7-1— S7 r C G. M C." C.M C G. M G,M GJt C G, n C.n G!t.w C GJt G.M G!t u C G, M C.MJ.J C. V,J C G n G,M!.j G M!.J C G. G,MM C.M G.n C Gm C.M!,J G ".0 C G. M G.MJ.J GJ•..:,J C G. H G.N!.J G.-J,J C G, MJ.J G.MJ.J EYAM..J n M. • T e:CG,M G.H G MJ,J G.M!. J WtJ.I C GJt.1.I G:Mid e.0 G:MJ,J G.MJA E F,G,r.J,JB.0 G.MAJ E F,Gl1.I,•I E.F.G.M.0 3.C. D G.M GJ4J,J G YJ,JC.D G.M.LJ G.MJ.J E F G.»JJ I 9:C.0 G.MJ.J E.F.W(J.J cf,a m,LJ S.C. DG.MJ.J Ef.GJtJ.J EF C.'1J.Y C G. N J G.M IG. M C C. M It G.M G.M C G. H G,M GJ1J.J C I 0,H C.N G.nJ.J C C C G,H C C C G,H C C C GJ1 C C C C" C C C C.H.J. C C SIX FH C C ex Cm C C B.0 G.» C C 9.0 G MJ. C C e.0 G.M! C e. 0 I 3.0 G:M C B. 0 B.0 G,M C e. 0 1 o.0 G.nJ. C B. 0 C e. 0 C B. 0 C B. 0 C B. 0 I. L e.0 e,c e c a.0 e.c B.0 E.0 B.c e.0 3.0 B,CI.0 BX._^ A, B.C... A.B. C.. G.MJ. J GJ1C. MJ J G.MJ, J G.HJ.J 0.1411 EF•G.MJ.J G.MJ. J EF.G•HJ.J F r. 6MU FFG ILU G,M G.M G.M C."Xi G.MJ. J G.M.I,J ClU.J E,F.G.H.I.J G.MJ. J E.F.G.».LJ E.F. G.»!.J E.F•G.» !.JG.M CA" G.".0 Gl1J.JEF.G.»J.J E.F. G.+1.1 EF.G.M.0 F.GJ1 l,J E F G,MJ,J• t:.M G.M ADDITIONALAN'_! GRS REO'D. S:E NOTE Ti I SAFD1FIDAFLORIDA EXTRliDERS NOR,LORTITLE: INSTALLATION DETAIL vi TAPCDNS HORZ. SLIDING FLANG_ WINDOW - SEP.IES 1000 DRAWN By -.BB I APPROVED BY: r:{Jty DATE: IO/23/01:caLe ;CATS Dtic•: FLEX00=0 zsc 1 CANa' P` AXvr_ :JIrE zSA. KAr-.2r. F .;:y 3z r.6 P!iNi •:) i65-oYas Fsa .;- 665-63i' ONE of WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - L WOOD BUCK stucco J BT OTHERS E411EfERCAULK BY OTHERS RIGID VINYL GLAZING DEADTYP.) BETWEEN CONCRETE OR WOOD BUCK LWOOD BUCK WIDTH) MASONRY OPENING MAS'Y. OPENING INSTALLATION ANCHORBYOTHERSBYOTHERSONEBYWOOD3/16' DIA. TAPCON BUCK BY OTHERS 6 EMBEDMENT SMM AS RED'D. 41 RIGID VINYL cSEE M GLAZING BEAD INSTALLATION ANCHOR TTPJ 3/16' DIA. TAPCON SHIN AS REO'D. 1/4' MAX, GLASS SE£ NOTES) RYP.XSEE NOTES) 1-1/4' MIN EMBEDMENT D. S ILK CO BY CTMCRS v K / O FLANGE TYPE FLANGE TYPE WINDOW FRANC WINDOW FRANC JAMB CAULK BETWEEN vHEADERWINDOWFLANGEPERIMETERtWOODBUCKCAULK BY OTHERS GLASS W.W, TIP.) CSEE NOTES) (WII vlDTw I RaHEIGHT) CAULK BETWEEN WINDOW FLANGE s PRECAST SILL oW/ vULKEM 116 ADHESIVE SECTION B-8CAULK. OR APRW'D. Ea. FLANGE TYPE PERIMETER WINDOW FRANC CAULK SILL BY OTHERS CAULK BETWEEN WOOD BUCK L MAST. OPENING BY OTHERS CONCRETE ORN6tMASOYOPENING BY OTHERS W.W. V I PKCASVTOTHERS A O SECTION 'A —A" A 6 C 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR.. wx. ALLOWABLE D E 4 SHM STACK TO BE 1/4-. r 72) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFF"NT LIN. TO ACHIEVE MM. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 'IJI .4) USE SIUCOFs2ED AC1tYLIC CAULK BEHIND WINoOw FLANGE AT MEAD H pr e83aLu. SILL MUST BE ATTAERA. NEDTOTHESUBSTEWITH J B K B 0 vU KEM v6 ADHESNE CAULK OR APPROVED EQUAL f i S) USE SOJCONZED ACRYLX CAU" FOR PERIMETER SEAL AROUND W.H. F G "1Y Ex1EB10R OF WINDOW FLANGE. . 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE AJ ANCHOR OU NO7Y LISTED WITH NEXT LARGER SIZE. FOR THE / f. APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS TMSCKNESS MAY VARY PER THE REOUIREMENTS OF ASTM LB) TIONSONTHETAPCONLOCATIONCHARTMpCATEHWHEREtAPCONANCHORSARETOBEINSTALLEDWHENUSINGTHE i .`.47 0 l EILIERKIRELEVATIONASAKEY. ) 4r L 9) ALL FACTORY APPLIED MOLES NOT DESIONATED FOR TAPCON ANCgR- SMCuLD BE,nLLEO WITH /6 SCREWS OF SUFFICIENT LTH. A TOPROW" Mft 5/3 IN. EMBEDMENT INTO WOOD 9'JCW. iD) PRINT A EKTRUO LIES TOM TSERFS SA EXTRUDERS HUNG SHOWN. THIS ELEVATION PRIMALSOAPPLIESTOMEFLORIDAEXTRUDERSt500AND2000SERFS SM011 FILINGS. I 11) WHERE WINDOW MS INSTALLED M MASONRY OPENING WITH A STRUCT W TWO BY WOOD CACHIEVE3/8- M SCAM EMBEOF VIEWED FROM EXTERIOR Si}FFtC1ENT LENGTH TO AZF9EYE 1-3/B' Met EMBEDMENT AT ALL wSTAuATSON FASTENER LOCATIONS. TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN j A mBSIZE SIZE 30r3r TO IOW 41 wTO 7OPSF 30Asr TO 40W a : NSr TO 7—r 12 le ip X 25 8 B F,GF,G13 Ie 1/e X, r I'll B 8 f.0f•G Ia Is 1/0 X 49 5/s 8 B F.G F.Gt45 Is I/s x 55 1/4 H B FA F.G 13 is 1/2 X s2 B B f.G - AG 16 1s 1/4 X 71 B B A F,G^j 7 1 1 X f sG K 1" 2 1.3 25 1/2 It 25 23 1/2 X 37 3/8 8 8 BFG B f.GF.c 1M4 2S 1/2 X 46 3/0 8 B F.G l.Gh) Ir145 2S 1/2 X $5 1/4 B B F,Gfc,MJ INS 25 1/2 x 42 B 8 f.GFAO.M} IM6 25 1/2 a 71 B B FAG f,GJH} 1M7 15 1/2 x $3, B B F.CA.9 F.OJ.A 30 1/2 a 26 a 25 29; B B F.c F.G 301/2 . 38 US 29 1/2 a 37 3/3 49 5/3 B 8 F.G iAGJIJ 301/2 . 50 5/8 29 1/2 a 29 1/2 a 65 1/N B B FA F.GhJ301/2 . 56 1/4 62 B B F.G F.Gh} 301/2 . 63 30 f/2 . 72 29 1/2 A 29 1/2 X 71, B B F.GhJ F,G.H} 30 / 2 . eN 29 t 2 X 83 B 8 F.GJ.K F.GJ.K dd 2336 X 25 36 X 37.3/0 B B F,G P.G 24 3e x N s/e B B8 B F,G F.G F.G.M! F. GhJ245253eX551/4 36 x 62 B 8 F.GJ1J F.6J+J 26 36 X 7t B 8 f.GJIJ O.Ei.G-J 7 36 x 83 e B F.GJJ( f.OJIJ.7..c 42 . 39 3/e a a 25 n X 373/6 B 0 eF.GF. F•Gh} 42 . w 41 x 5/s e 8B Bi l1J i.G.MJ 1/ 42 . 36 /4 42 a 63 41 X SSa tp atX92B B F,GJ4 D.E.fb!'J 42 : 72 41 X 71 B B f.GJ1J D.Lf.G JYJAd 41 X 63 a f G .K F.Gh!J.K 4749 • 26 49 . 38 3/8 47 X 25 7 x 37 yi B A. A. 0 F,6 F•G.MJ F. G3'J 48 . so 5/3 47 X N 5/e B B A, C A. 0 F, GF, GJIJ FA .P) 40 . 36 1/4 46 a 63 SS 47X7/4 F.GJ4J D.U.G:+J 46 . 72 a 4 s7 X 71 47 X 93 B AC F.G.HJ 0.£.FAG.H.1n r *, K 32 3352 1/8 X 2S S2 1/8 X 37 3/s B BA.0A.0 F.G F.G f.G.r.! 34 52 1/8 X - 1/0 1/4 B A.0 F.6.GNJF, G.MJ F. G.M! D. E.F.G.H.1 345 3S52 1/8 X 55 E A.0 F.O.H.I D.E.F.G m., 36 52 1/3 X 71 B A.0 f.c.MJ D.LF.GJI.1 37 S2 1/s x e3 B A F.GJ.K D.Ef.GJ.rJ•K 37 SIZE NOT AVAMABLE IN 1000 OR 1500 SERIES. NAL. INC FLORIDAEXTRUDERS' SAWORD 12LORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOVS - SERIES ID00 , 1500 & 2000 DRAIN BY: BB APPROVED BY: x >; I c DATE.10/09/01 SCAI>:NTS DWG.: ELEX0016 P L-W-OB^: PRODUCT A AP UCA:gN ENGINiENING, INC,. 250 NTERMATIDNAL MY.. SUOE 250. NEATNIpw. FL.OAIOA32746 PHONE 407 805-=5 fAK 40) S:5-0366 i CAULK BETv£EM SHEATHING Will FIN t BT OTI(ERS SHEATHING INSTALLATION ANCHOR IB WOOD SCREW STUCCO By OTHERS WINDOW HEIGHT PERIMETER CAULK By OTHERS GLAZING (TYPJ SEE NOTES) PERIMETER CAULK By OTHERS INSTALLATION ANCHOR IB VMS SCREW STUCCO BY OTHERS CAULK-BETVEEN VDVDOW FDN SHEATHING t SHEATHING BY OTHERS SECTION A —A 1' Hirt EMBEDMENT TWO By WOOD By OTHERS SHIN AS RE0'1 cSEE NOTES) 1/4' MAX. SMIM SPACE FIN TYPE WINDOW FRANC HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME SI tARDLE SILL STOOL BY OTHERS TWO By WOOD By OTHERS 1'NIN. EMBEDMENT bv TM F t,+ # GLAZING cTTPJES) 1Lt (SEE NOTES) A i 24' O.C. MAX., (TTP.) WINDOW MEIGHi Wi.NDOv v.DiH A 8 7BI EQUALLY SPACE AnCHORS (TTP.) A A JL 6' nAx. ELEVATION VIEWED FROM EVEMOR WiNDCW WIDtH SMIN AS REO•D. — cSEE NOTES) 1/4' MAX. SHIM SPACE tW0 By WOOD STUD IT OTHERS I' Mitt EnBEDr.ENT I} SHE Br OTHERS CAULK BETWEENFINTYPEVwalFIN WINDOW FRAME t SHEATHINGJAMB PERIMETER INSTALLATION ANCHOR CALtX IB WOOD SCREWSYOTHERS STUCCO BT OTHERS SECTION B—B NOTES, 1) Sml AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLONABLE SHIM SACK TO BE 1/4". 2) WINDOW -FRANC MATERVJ- AWW4WM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTN. 70 ACHIEVE MIN. EMBEDMENT. OF 1' INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WNOCW FIN AT HEAD. SILL @ JAl S) USE SILICtN12ED ACRYLIC CAULK FOR PERMETER SEAL AROUND EXTERIOR OF WIDOW FRAME. 6) IF EXACT wel SIZE IS NOT L1STE0 IN ANCHOR CHART, USE ANCHOR Ol UM WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIREMENTS OF ASTM E1300 GLASS CHARTS B) FLORIDA EXTRUDERS TOM SERIES SINGLE HUNG IS sHOWN. T141S PRINT ALSO APPLES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGE HUNG WINDOWS. I IDATE:12/13/01 jSCALE: N. T S IDWG.:FLEx0026 S(T I OF 2 r CONCRETE ORMASONI(Y OPENING BY OTHERS ONE BY WOODDICKBYOTHERS CAULK BETWEENWINDOWFLANGE L WOCD DUCK i . FGILASSSS CO RS ERIKETER CAULK OTHERS P.) SEE NOTES) Wx ICA)T PERIMETER CAULK BY [TIMERS a CAULK 9CTVEENWINDOWfLANF4C L PRECAST SILL - V/VDLKEM 116 ADHESIVE CAULK OR APRV'D. COL. 3/16- DIA.ITAPCON CAULK BETWEEN WGDD HOCK & NAVY. ENING L1 BY OTKERS GLASS (T> 1-1/v MIN <SEE NOTESES> A EMBEDMENT Too WIN AS REO'D. 1/4' MAX. SEE MOTES) FLANGE TYPE _ WINDOW FRAME W.W. GLAZING HEAD j Hx lBr'— HEIGHT) B r RIDGED VINYL W.H. 1 GLAZING BEAD B.V. BUCK VIDTM) SKIM AS REO•D. 1/4- MAX. SEE NOTES) RIDGED VINYL GLAZING DEAD 4 I„• +"' CONCRETE 01LweE's(w) MASCNRT GPENING DI OTHERS D INSTALLATION ANCHOR 3/16' DIAL TAPCON . v v DNE By WOOD BUCK BY OTMEPS FLANGE TYPE v WINDOW FRAME CAULK BETWEEN WINDOW FLANGCV_ EP£R1 L WOOD BUCK CA(N-K By GTdRS CAULK BETWEEN WOOD BUCK W V MAS'Y.DPENING WINDOW WIDTH) BY OTHERS STUCCO BY OTHERS SECTION B—B 24' O.C. MAX. (TTP.) FLANGE TTPE --- MAX, (TYP.) WINDOWFRANC 1 A ELEVATION VIEWED FROM EXTERIOR a I V PRECAST SILL Hr OTHERS SECTION A —A_,..- - NOTE$ 1) SHIM AS REO'D. AT EACH INSTALLATION AN:MOR. MA%. ALLOWABLE SHIM STACK TO BE 1/4 : 2) WINDOW. FRAME RATERMI.: ALUMINUM ALLOY 6063. 3) 3/16' DM. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTM. TO ACHIEVE YIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. T HEAD k .IAMBS. SILL MUST HE 4) USE SIUCOHWZED ACRYLIC CAULK BDONO WINDOW FLANGE A. ATTACHEDTOTHESUBSTRATEWITHvULKEM /16 ATkE$NE CAULK OR APPROVED EOUAI. S) USE SUNCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of YMNDOW FLANGE. 6) IF EXACT WINDOW SIZE IS N607 LASTED w ANCIIOR CHART. USE AINCMONR OUAHTITr LISTED WITH NEXTLARGERSIZE- FOR THE APPROPRIATE DESIGN PRESSURE REOV. 7) GLASS IMCK14ESS SHAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS.. 6) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C., /a SCREWS'OF SUFFKIEnt LTH. TO PROVIDE MIN. S/H IN. EMSEDMEN c INTO WOOD SUCK SHOULD BE PRINT APPLIES TO THE 9) FLORIDA EXTRUDERS 1000 SERIES fut_D WINDOW K SHOWN- FLORIDAEXTRUDERS2000SERIESFIXEDWINDOWS. .. .. 10) SEE BACK OF THIS SM. FOR BNM'N ANCMOR REOWREuEMS. IT) APPLICATION Of VUUEM IT ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER- S RECOMMENOATJONNS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPEC" WITH ASTRUCT ETWO BY WOOD BUCK. USE / 10 SCREWS.OF SUFFICIENT LENGTH TO ACMIEVE / w 13) WINDOW UNITS CAN BE MULLED TO OtME4 UNITS USING ALUMINUM TUBE MULLION. SEE MULLIONINSTALLATIONSHEETSFORREOUIREMENTS. INTERNATIONAL: INC. FLORIDAEXTRUDERSSANFORD.. FLORIDA TITLE: INSTALLATION D.TAIL W/ ONE BY BUCK FIXED FLANGE wiNDOW — SERIES 1000 & 2000 P.21i'2002 DRAWN SY:HH APPROVED BY: DATE" 10/22/01 SCALE: WTS BWG.: fl Ex0018 SiiEEi 1 0' 2 NM pP = m:'rR000C1 1ELKMD(OGY CORP.. 250 WtEWMTOMAL PKWY• S00E 250. Wg"ROw. FLOWA 317Ne PMONT 407 e0S-0365 1" 407 30-:366 7 v SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN L\ SMEATHING INSTALLATION ANCHOR 18 SCREW— Ex7ERNISHBROTHERS WINDOWHEIGHT EXTERIOR PERIMETER CALA.K BY OTHERS INSTALLATION ANCHOR --` t8 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZING SEE NOTE 6) CAULK BETWEEN WINDOW FIN L SHEATHING EH3EDNEN; SHEATHING BY OTHERS SECTION A -A MIN. DMENt vOOD FRAMING WINDOW v1DtM r— T/'' wx. Spam SPACE SMNAS C'ENTRALFL©MR-t+A B•0•A'F. SEE NOTES) ET NAW' 1 y t v` Mx A jLSHIN SPACEGLAZINGtiff NOTE 6) 1 BUCK HEIGHT FIN TYPE WINDOW FRAME SHIN AS REO'D. 1/4' MAIL CSEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME ArJ ELEVATION VIEWED FROM EXTERIOR WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR R3 SCREv CAULK BETWEEN WINDOW FIN SHEATHING L SECTIONB— B EXTERIOR FINISH PERIMETER CAULKBY OTHERS BY OTHERS NOTES• I) SHIN AS REO D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIN. MAX. ALLOWABLE SHIN STACK TO BE I/4'. 2). WINDOW FRAME MATERX: ALUMINUM ALLOY 6063E 3) INSTALLATION ANCHORS MUST B_ OF SUFFICIENT LENOMT TO ACwEVE MN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE S"OwZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUffmENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS' ALSO OUALIFTEO. 7) FLORIDA EXTRU0ER5 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. TN6 PRINT ALSO APPLIES TO 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. MAT' ANCHOR SPACNG AS STATED. IS 70.0 PSF FOR ALL AVMLABLE SIZES UP TO 73' X 71' OR 63' X 95' OR 119' x 37-3/2' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS LIS::+G ALUMINUM TU' MULLION. SEE MULLION NSTAV.TION SHEETS FOR RECIREMENTS. V r f . iN:UiJ •; ewo.acn ft. PRanucT 1ECMMOLOLti' CORD_ 250 I / 13/ G2 ISCAi.E: N. T. S.IDwc PKMT, WE 250. WE WARY. FLOAUCA 32746 PHONE W. CAULK I£TWEEN WINDOW FLANGE L WOOD SUCK CONRETE OR MASDNRT D:ENING IT Q:NERS H'KTER:OP. FIMiSH IT OfrERS ERIMETER CAULK IT OUERS WINDOW FRAM HEAD EXTERIOR WINDOW FRAM SI_L PERIOCtER CA_'LK By OTHERS ExTCRMR FINISH — IT QTHERS CALLK i£TWCCN WbwW FLANGE L WOOD RUCK CA16:K BETWEEN WOOD OPENING BY OTHERS 40 CAULK BETW£fM WOOD BUCK L MASONRY OPENING IT OTHERS ONE By WOOD BUCK IT OTHERS NOTESI) SHIN AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. AL:OWABLE SHIN STACK TO B£ 1/4-, 2) WINDOW FRAM£ MATERIAL: ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16- DIA. U:L'ON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO 2/16' D:A. TAKEN ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACETAPCONANCHORS6- FROM CDRNCPS t 24- 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH /6 SCREWS OF SUFFICIENT tin. TO PROVIDE ANN. S/B IN. EMBEDMENT INTO WOOD d BUCK. a) W4rRE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUPiL TWO BY1— 1/4 NnN1/4-JIT BUCK. USE /10 SCREWS OF SUFFICUENT LENGTH TO ACHEVE 1-3/3- YIN. Q EMBEDMENT AT SAME SPACING STATED IN NOTE 3.. A S) USE SKJCONIZED ACRYLIC CAr-K SEHIND WINDOW FLANGE AT HEAD. SeLL !ALBS. 1/s' MAX. 6) USE SILICON.= ACRYLIC CAULK FOR PERIMETER Sul AROUND EXTERIOR OF SHw SPACE WINDOW P-"-- J 7) GLASS THICKNESS MAY VARY PER THE REOutREMEN"S Of ASTM E1300 CUSS, CHARTS. SNG,_CLAZtmG IS SHOWN, WW.ATINC GLASS IS ALSO OLUALMD. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME 70 BE ENOWEERED BYOTHERS. BUILD, DOWN wSf BE OF SurrECENT S7REN4T,K TO ADECUATLLY TRANSFER LOAD FROM wINDOw TO THE STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESC 4ER WINDOW SHOWN. TINS PRINT ALSO APPOES TO FLORUDA EXTRUDERS 1750 SERFS 6: 2000 SERIES. SHIM AS REO'D To) E.EvATHONS S.-,Ow COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LAN) USE OFMENOTES) THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPJES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000, 1750. 6: 2000 SERIES DESIGNER F,x£D WINDOW FRAMING SYSTEMS. 1I) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR R£OUIREMENTS. GLAZING (TTP. SEE NOTES) 4 I1 CONCRETE DR MASONRY By G'HERS SF'CTION A —A INSTALLATION ANCHM 3/16, DIA. TAPCON SI+IM AS RCO'D SEE NOTES) SWN AS REDID ME NOTES) WINDOW FRAM OAMI GLAZING cTYP. SEE NOTES) 1/4' MAX — SHIM SPACE a PERIMETER CAULK — IT OTHERS EXTERIOR fINISH J IT OTHERS WINDOW WIDTH 1-1/A' MIN. EN3EDr.ENT ONE IT WOOD RUCK By OTMCRS INSTALLATION ANCHCP. 3/16• DIA. TAPCON CAULK BETWEEN WocD RUCK t M.S T OPENING IY OTHERS C CAULK IETV EN WINDOW FLANGE L WOOD SUCK CONCRETE OR MASONRY CP'-'LNG y' BY OTHERS SECTION 8-B B II B 1 A A L 1/4' MAX. E TER10P ELEVATION EXTERIOR ELEVATION SHIM SPACE Rffi A 8..F• c MIN. FLORIDA EXTRUDERS INTERNATIONAL, FLORIDA EMBEDMENT SANFORD, FLORIDA ONE IT vgQD 1 A Ni. •^ TITLE3'LANGE INSTALLATION DETAIL CONCEaTE HEADER V/1 BY F CK BUCK IT OTHERS DESIGNER FIXED WINDOW 1000, 1750, a 2OCO SERIES 4 DRAWN BY: BB APPROVED BY: 7 %t DATE:02/12/02 SCALE: NTS DWG.: FLEx0035 K..KH N.• --. Hea.06 , Ham,.. NL WI(w,,,P- RN. I%= NON. H:tl,.a.,. N.aew. N,4 wee .N1 M)4)N! I.. o NE54]M 0 ONE 17 DUCK IT OTHERS CAULK IIETIrEN VINO^'JFLANGELSHEATHING PLYWOOD (; TP.) IT CTHERS IT DT CR FINISHOTHERS PCA;HCTLR CAULK T OTHERS VINDDV FRANC READ WINDOW Hfl6M E%ICRIOR v:MDDV FRAa.- L PEiIHETLR CALK T OTHERS WEIR IR IT CTKRS SHIN AS PC -OD SEE NOTES) GLA2:NG (TTP. SEE NOTES) SHIN AS RECD SEC NOTES) INSTALLAT:ON AK,CA< 0 SCRLv WILD DOWN By OTHERS TO S1 L:LS LLiM AS PEO.O. AT EACTA, NSTALLAIION ANCHOR w]TH LOAD BEARING SHMi. MAX. ALLOWABLE SHIM STACK TO K 1/4'• 2) WINDOW FRANC mCERUL! ALUMiNuM ALLOY 6063. 1- 3/6. ULN 3) TAPCON NS%ALLATiON ANCHCrtS AT Sri M.ST BE OF SurC1ENT .TH. TO ACwjr.F- EMBEDMENT M1AL EMBEDMENT OF 1-1/4- INTO MASONRY OR CDMCRE « 110 NSTALLATON SCREWS AT HEAD a JAMS MUST BE DF SuFFICENT LENGTH TO ACHIM 1-3//' ANN. EMBEDMENT INTO WOOD FRAMING AND 3uK—ftDOWN WHERE REOWRED. NSTALLATON AnC"CRS k SCREWS TO K PLACED 6 IN. FROM CORNERS ec 24 N. O. C. MAC. A) USE SK.COroZEDKRrjC CAULK BEHIND wINDOw FLANGE AT HEAD. SILL k AAMBS. S) USE %CONKED ACRYLIC CAULK FOR PER*AE-+ER S{K ARGUING ExTE" OF WINDOW FLANGE. i/ A' MAX. 6) G:SS THICKNESS MAY vARY PER TTE REOWRCMEMTS OF ASTM E1300 CLASS SMA4 SPATE CHARTS. SINGLE GLAZING IS SHOWN. NSuuiNG GLASS-(S ALSO OUAwFIED. i) OmD DOWN AROUND CuRvED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY OTHERS. BAD DOWN MUST BE OF SuFF"k'TSTRENGTH TO ADEOUATELT TRANSFER LOAD FROM WINDOw TO THE STRUCTURE. B) FLCPjrAA EXTRUDERS IODO SERIES DESIGNER WINCAY SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES 6 2000 SERFS. 4) CL_NAtOtSSHOW COMMON CONF"W00n5. R IS NOT INTENDED TO LOT USE OF THIS PRODUCT TO TiESE Two CO(RF*urAIIONS. THIS SHEET APPLIES TO ALL CCNFCURATIONS THAT CAN BE MANUFACTuRr-D FROM THE tODO. 1750• d 2000 SERIES DESIGNER FuED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE NULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE NIL! qN NSTALLATLON SHEETS FOR REOuIRENENTS. BUCK HEIGHT 1/ i MAX. Swim YA:E EXTcRIOR El-RIA-TION RUCK WIDTH TWO IT rAHING IT OTHCRS 1- 3/I- MN. EMBEDMENT 1/ s' MAX. SHKA SPACE CAULK ICIVEEN IvrG IT FUCK L C3.CREIE H7 GTKRS SHIM AS DID INSTALLA-1:N AR RIENOTS)ANC-OP' SEE ESOS:RE'J WENDDv FRANC 1 CAui-c 6:TVEEN KwL WL % CIDAICr1GLAZING, <TTP. SEENOTES) Q Q CESMCRCTL OR PERIMCTLR CAULK EGTKTHE ITETHER'SBTOTHERS WINDOW WIDTH i C%TER:a?. FINIir. SECTION B—B IT OTHERS i Q CAULK 2ETVEEW Q 1711 VINDOv iLANGE tONEIT WOOD RUC -CENTRAL rjuORWA B.O.A.F. LT-1/A• CAULEMBEDMENT* 'i WOOD I TVEEN Al!" Nl A MAST Jr-:K LNAMKA"ilfi.' OPENING ONE 'sTVDDD r P r{':1L11iu' IT OTH:2SMK' By OTHERS 4 CONCRE NAS"o TION A —A INSTA:LATION AMC ,- Ir 017iEe2 3/16' XA. 1APCON f IL KKNLI-v W07H A 1 WNDQw t nEIGHT B B I A. EXTEF«= E° EvATION o..• •. aac. xc.os• . ry .nP.:?ti .... LiZ iI4 K.tre.. r.Y.u• a'•. gyp[ r..tY.Y: r.. r..:7raii 1' MN —J' vN• MAX, s? INSTALLATION Er.EpKN jDill. VACS ANCHOR SCREW (10.) CAULK BEHIND FIN I I'vo a, FRAMING SHEATHING SHIM AS REO'D, By TWO BY BUILD (SEE NOTES) By OTHERS BY C'HERS DOWN BY OTHERS CAULK BEHIND FIN FIN FRAME JAMB we NSTALLAT30M i SHIM AS REO'A i) SHm AS REO'O. ADJACENT 70 EACH INSTALtATIOh ANCHOR MATH LOAD BEARING ANCHOR SCREW <T rPJ (SEE NOTES) SKU. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. GLAZING (TYP. — 2) wINDOw FRAME wtiwJAL• XLLAJNA)M ALLOY 600. SEE NOTES) / 3) USE SLCOmZEO ACRYLIC CAIAX B£MNNO WINDOW F.N AT HEAD, SU k JAMBS. — r' yr MAc A; ZED , FOR PERUIETER SEAL AROUND ExTEP" OF C KICMI PACE ( e WINDOW FRAME. a S) GLASS TMSINGLE wr VARY PER INC RULATiNMENTS OF ASTM OGA C - CHARTS. SINGLE Gi>tZwG b SHOWN, R(SIAAING GLASS K ALSO 0. SHE•tNtHHG 6) SCREW ANCHORS AT HEAD. SU t JAMBS SHOULD BE /E SCREwS Of SUffICIENT tr OTHERS EXTERIOR nNISH- E LTM. TO PAWDE MN. i R1. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /e m SCREw ANCHORS.S" FROM CORNERS AND 24' O.C. UAX.. EXTERIOR r OTHERS 7) BuLD DOWN AROUND CURvED PRTiON OF wiNDOw FRAME TO BE ENGINEERED By\—ExTc;!DR FINISH OTHERS. BUILD OOwN MUST BE OF SUFrICCNT STRENGTH TO ADEOUATELY BY 07HERS TRANSFER LOAD FROM WINOOw TO THE STRUCTURE. PERIMETER CAULK t) FLOROA ExTRUDERS 1000 SERIES DESK:NER MANOOw SHOWN. THIS PRINT ALSOITOTHERSAPPLESTOFLORIDAEXTRUDERS1750SERIESk. 2000 SERFS. PERIMETER CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT RRENOED TO LWUSE OF `— Br OTHERS THIS PRODUCT TO THESE Two COMFK:URAtIONS. THIS SHEET APPLIES TO ALL FIN. FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, k 20DO SERIES OESIDNER FIXED wIM00w FRAMING SYSTEMS SECTION B—B10) W40OW UNrt CAM ALSO 8E MULLED TO OTHER LWS USING ALUMMU TUBE MULLION. SEE MULLION NiSTALLATKN+ SHEETS FOR REOIAREMEHTS. GLAZING (t YP. SEE NOTES) EXTERIOR PERIMETER CAAK FIN FRAME SILL By OTHERS SHIM AS REO'C.— SEC NOTES) / EXTERIOR fIMSH_ By OTHERS t DWALLATMON ( . AN DOR SCREv (TYP.) ' SHEATHING By OTHERS r ION EeXOEN SECTION A— I I I L )wt SKIN SPACE A TWO BY FRAMING EXTERIOR ELEVATION BY OTHERS CAULK BEHIND FIN r4roiiin j j/'AL pas wNT EXTERIOR ELEVATION FLORIDA EXTRUDERSANR, INTERNATIONAL. RIDA TITLE: FIN INSTALLA'ION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/14/02 SCAMNTS DWG.: FLEX0037 H s M ~N lco nsv ( sN UKA.+ru.a H, -It m r4r.Apv, "m. N'. '+ c W mmF s ru rs sH.1 COr4RETE OR SHIM AS RE'0'D tuSOPIRY OPENINA tSEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE t WOOD RUCKAULK BETWEEN PERIMETEROOD BUCK tOPENINGCAULKBYAS-Y. O H£RS OTY.cRS STUCCO Hy -OTHERS INSTALLATION ANCHOR 3/16• DIA- TAPCON INSTALLATION ANCHOR RH SCREW (TYP.. WHERE \ ONE HY WOOD TAP:DNS ARE NOT RE.O-D.) BUCK BY OTHERS 1 I/4' MIN F EMBEDMENT SLIDING GLASS DOOR FRAME 9 ` v IAMB I/a• MAX. O D 1 SHIM SPACEr INSTALLATION ANCHOR D8 SCREW (TYP. WHERE TAPCONS ARE NOT RED'D.) SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS DCflR FRAME SILL 7 nF ji E'93EDMENT 1-1/4' M>N. 1 lu A TEMPERED GLASS ITYP.) PERIMETER CAULK 8Y OTHERS W - S.G.D. WIDTH 4-11/4• M X, Shim SPACE I I/A' MIN. EMBEDMENT n KByWOOD OTHERS CAULK. BETWEEN G WOOD BUCK t MAS'Y. OPENING BY OTHERS SH' M AS REO`D. 1 cSEE NOTES) 4 INSTALLATION ANCHOR 3/16' DIA TAPCON V CAULK BETWEEN DOOR FLANGE t L,'OOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCPryR 3/ 16' DIA. TAPCON SL:DIAW CLASS DOUR - HOOK STRIP CONCRETE OR MASONRY OPENING BY OTHERS _ CAULK BETWEEN WOOD BUCK t ' MAS•Y. ,OPENING BY OTHERS G max STRIP Ff CAULKWOOD BUCKt1-1/ 4' MINfEN^.r_DMCN- G 7 ONE BY WOOD BUCK HY OTHERS STUCCO BY OTHERS A. B.O. AJ.(T P3RED GLASS ... SECTIONB44(''A r T , nr. st' r 4_, 1 SLIDING GLASS DER he r-S INTERLOCK MASTERFILE#N: ti HOOK STRIP DETAILe Al- U DOOR6063. r) TAPCON TTK INSTALLATION ANL)IOIS HuST DE OF SVFICIENT LEHGIM TO ACMCVE NUN. EW-a CNT OF1-1/4' INTO NAECNRT OR COCREIC. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT M 24U IN -ALL FRAHE-MENDERS u TAKO) ARMOR CHOP ON SACK 6 IMIS SKCT. S) USE SILUVdZCDACRYLICCAULKSCHMDDOORFLANGEATHEAD L AMSS. . 6) USE SILIC(XAZCD ACRYLIC CALK FOR CRIMCTER SEAL AROmWEKTERIOR Or-DOOR.- 7) F ExACTDOORSIZEISNOTLISTEDMAMCNORCMART, USE ANCMOt OU NTITY-LISTED V1TH NCIT LARGER SIZE. FOR- TME APPROPRIATE DESIGN PRESUW RCOl b FOR POCKETDOORSIZESUSECLOSESTVfPASSDOORSIZELCOWIGIAUTIONTOrldi)ED OPENING. PLAEE,IAPCOMi IN FRONT or HOOK STR:P AS SHOWN s) GLASS TMICKNCSSMTVARYIERREOU/REPCMS Or ASTME1300 GLASS CHARTS 10) ALL FACTORYAPPLIED1CLESIGTDESIGNATEDroeTAPCONA1C.0 SMOILD DE fILLC6 WITH PD SCREVS Or AfFICIENT LENGTH to PROvIDG NM Us' ERSEV"'. INTO v00D PL & - .. 11) DOOR oat a APPROVED USING TCAPCRED GLASS IN SIDLE GLAZED OR INSULATING GLASS. 12) j" / SILL CODERS ARE TO K SEALED V:TM A SMALL AM SUN SCALER - Th SHIM ASREWS. At CA SET Or INNSTALA710% ANCHORS MAX NLLDVAILC SHIN STACK fO K VA•. IA) ALL INSTALLATIONANPpRi "jST SE m^:C OrCO'iNROSION RESISTANT MATERIALS. Is) WH M ' X• RKPKSEM'S NOV" PANCL AND '0' RCMKSEMTS FIXED PANEL APPROVED COiIGURATIONS ARE ASLISTEDONANCNG* CHART ON SACK Or THIS SHEET 16) NOT ALL COMrtAR0104S LISTED A30VE ARE S.DV ON THIS OR.VIG. P061EVER INSTALLATION ExTERIOR ELCWA:.DN SECTIONS •A -A•, 'S-r, t HOOK STRIP KTAfL APPLY TO INSTALLATION OF ALL APPROVED. 2 PANEL DOOR SH7WN CUTALL ONaNS 11) INSFIGIA^TETAPCONMCApPAIR Or FACTORY APPLIED INSTALLATION HOLES IPLCSS 14TFD DrWRWIU ON AND[ DI CHARI- SEE SACK OF THIS SKIN. Ib /LMDA EXTRUDERS1D00SERIESSLIDINGGLASSSOMISDO ^ THIS H11NT ALSO APPLIES TO 5010 SERIES AND So SERICi. D LIBERALLY APPLY_ Ca1LKI1` r, UNDER SILL 1NSTALLATIIN( ANCH^_? OR SET SILL [N BED 3/16' DIAL TAPCON OF CONCRETE SECTIONA -A VAIL:IV/CJ/ Ul IaL.AL-C,: )T)A IL)Nv F. FLLAUUCI D v..m. rrs. r«r. w wrrA)..rNdr ANv_ toff AR. nC.TwO, rLOR:l- SVIC NDI-as-aus /u -47-Cs-D3M NIB AS RE'0'D INSTALLATION ANCHOR SEE NOTES) +8 SCREW SHEATH NO BY OTHERS CAULK BETWEEN DOOR FLANGE TWO WOOD L SHEATHING Hr OTHERS 1 1IJ IJ 1/4• MAX. JX I ' r SHIN SPACE DOOR WIDTH /s' MAX. SHIN SPACE TWO BY WOOD 1-1/8 HIK BY OTHERS EMBEDMENT SLIDING GLASS DDlNt FRAME JAMS a1.m 1-I/5' MIN. EMBEDMENT TEMPERED GLASS STUCCO (TYP.) DR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD 71 CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYP.) DOOR HEIGHT SECTION B—B ti to !DA } vD 1:j • Z4A L Y i• 6 SLIDING, GLASS, DOOR FRAME SILL 9 SLIDING GLASS DOOR sH1H As a£o•a HOOK STRIP SEE NOTES) INSTALLATION ANCHOR R8 SCREW TWO By WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING INSTALLATION ANCHOR MINftHSCREWEMBEDMENT CAULK BETWEEN DOOR FLANGE L SHEATHING SHEATHING BY 07HERS SHEATHING . SY OTHERS tENPERED GLASS STUCCO (iYPH STUCCO OR SIDINGORSIDINGBYOTHERSHTOTHERSSL]D]NG GLASS DOOR IwTERtOC>< HOOK STRIP DETAIL b or INSTALLATION SCREWS MKT BE Or SVF¢ffM7 Ltfkt-ANCHOk TO ACHIEVE 1RK EHKOKMiO< i-N'. INTO WOOD. TACMICVC MI (ERACO CK'7H r 1-1/ IS IN Sill NQS R OrSIFi1CIENTLEMGTN10ACHIEvEMIKENSCpHfr.: ? i-Vr INTONASOHRY OR CONCRETE .. ....-.._. INSTALLATION ANCHOR CHART ON BACK Or THIS SNCEI.- A) uiE SAICOIAZED ACRYLIC CAILK KHIND DOOR rLANGC AT HEAD L JAMMS) USE SLIEOHIZED ACRYLIC CAULK FOR CRIKTCA SEAL AR3W0 C+TCRIOR'W BOOR. t) G EXACT BOOR SIZE IS HOT LISTED IN ANCHOR CMNT. USE ANCHOR OLW4171 LISTER WIN H(KTLARGERSIZE, FOR 1K APPROPRIATE KSION PKSARC"REEL'•__._ __ ............... _ 7) raft POCKET DOOR SIZES USE,GLDSEST DWASS Da01 SIZE t COliGURAtION TO r)MyED OKNw. hACE INSTALLATION ANCHORS. IN FRONT Or "M STRIP -AS SHONK ' S) GLASS THICKNESS MAY VARY PER REDURENCNtS Or ASTM Cum GLASS CHARTS -- S) .00TR W41 IS A rROvE2 USING TCNPERED.GLASS IN SINO:E GLAZED OR INSLLATING GLASS. ID) JAHN / SILL CORNCRS APE TO K SCALED WITH A SHALL Ofd. SCAN SEALClL _.. - 11) SHIN AS REED. AT CA SET Or INSTALLATION ANCHM MAX. ALLOVADLC SHIN STACK TO K //A•. 12) ALA. INSTALLATION AM:HCPS MRt K MACE Cr C]RROSION RESISTANT MATERIALStT) vNERC 'K. REPRESENTS PCVV4 PANEL AND 'E RC RESCN.S FIXED AMEL APPROVEDCOKtGURATIONSAREASLISTEDONANCHORCHOPOHD.CX OoINIS SHUT- la)EXTERIOR ELEVATION '" NOT T::'NO« STXI°DET, Af':"TOINSTALLATION VEAFRp I L i1M 11 d EMBEDMENT CarPIrAFAATtONi. _ Jj('jL i-I/A' N1N. 2 FAPEL DOUR SHOWN )S) FZ001LDttJIASER#SEXTRUDAKDERS "WS VIES SLIRiNG GLASS DOOR 1S S.&K PHIS MUM? ALSO AtILICS TD_ SaDCtttEi. _,,.. ..: - T O LIBERALLY APPLY CAuLKI&G UNDER SILL OR SET SILL IN BE INSTALLATION ANCHOR or CONCRETE 3/I6' DIA. TAPCON. SECTION A -A F 12002 DESCRIPTION DATE : INI EXTRUDERSLDRiDAINfi. INC. SANFORD F.L. TITHE: SLIDING GLASS DOOR INSTALLATION' WITH #8 SCREwS`'" DRAWN BY:3B APPROVED BY: ATE: 12/17/01 'SCALE: NTS PWG /FLEXM27 SHT I OF ANA.MO P. F"MT L A HLIC-110N EWAHU"4. INC- 222 INICk-tw L PAvY- %Jiff rA. wC.Irjw. fLOR:DA, 327.6..d7.m-0%3 IAA All-103-o" Q.4 1000 P.V DESIGNER SILL (TYPJ f8 X 3/4 SELF TAPPING SMS IX2Xd/8 TUBE MULLION SEALANT 1 1vMN SEALANT =H'IANGES N—#8 X 3/4 SELF a MA.LTON lOEb SH TAPPING SMS HEAD CTYP.) SEALANt WINDOW FLANGES H SECTION A —A (1) IWO P.VJDESIGtER SILL (TYPJ 8 X 3/t SELF TAPPING SMS 1X27/16X1/6 TUBE MULLION BETVMFSs a. MLUMN 118 X 3/4 SELF I000 S!L TAPPING SMS HEAD (TYPE NFv SECTION A —A (3) a MLLEN SILO P.WJDESIGNEit SEALANT BETWEENviNnowFSSILLC7YP a MILLION s8 X• 3/4 SELF i sms /1X4X1/8 TUBE MULLION 68 X 3/4 SELF L— 1600 S.M. TAPPING SMS HEAD (TYP. SECTION A —A (5) 1000 P.V DESIGNER SILL (TYP.) Ii8 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION A 99 X 3/4 SELF 1000 SA - TAPPING SMS HEAD CTYP-) SECTION A —A (2) r1000.P.W DESIGNER SILL (TYPE r e8 z 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/1 TUBE MULLION f APPUES TO HEAD do SILL WHERE 1' X 4' A 1rnLAY PLATE DETAIL do 2' X 4' TUBE MULUONS ARE USED t GOR ADDtT'IM. AN001S. VWN RCMMtM SHEATHING 0 O INSTALLATION ANCHOR 08 WOOD u D7+ SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS IODO P.VJDESIGNER SILL (TYP.) It8 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MILLION 08 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) .#s % 3/4 SELF TAPPING SMS mTA LSECTIONA —A (4) I000 sx HEAD (TYP.) loon P.v nESIGNER SECTION A —A (7) cSILL (TYP.> SF TAPPING SMS I X4X3/8 4 TUBE MILtIt`F, j + Yi 118 X 3/4 SELF 1DDO SK TAPPING SMS HEAD (TYPJ SECTION A —A (6) MULLION APPLIES TO HEAD k SILL WHERE I' X 2' DETAIL t I' X 2 7/1s*,TUBE YUUJOHS ARE USED 9 aunt i-TALLATIDN ANCHOR R8 1 SCREW cmi NOR¢ aiP L1 1/8' MIN. EMBEDMENT J LBEDMEKLIVHIM. FLORIDA EXTRUDERS INTERNATIONAL, mANFSAORD, FIARIDA rrrMSER. 1000/1500 FIN SHEET 1 OF 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES" DRAWN BY: MSH APPROVED" BY: .. DATE:2/6/02 SCALE: NTS - DWG.: I HMF INTR ffSIGt R TYPICAL MULLION TO CON(:NCit O.LRMB SEALANT BETWEEN 1000 PV" WINDOW FLANGES SILL CTYPJ (APPLIES TO JAMB WHERE 1- X 4' L MULLION 1000 P.V./DESIGNER 2' X 4' TUBE MULLIONS ARE USED) Q . SILL CTYPJ 98 X 3/4 SELF M8 X 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DIA I X 2 X 1/8 1 X 2 X 3/0 1 TAPC13N SCREV MGM CTYPJ TUBE MULLION TUBE MULLION EXTERNAL MULLION tiSEALANTBETWEENONEBYWOODINSTALLATIONCLIPVINDOV FLANGES CEMIUL FWMA B.O.A.F. BUCK BY OTHERS LMULLIONMA NACTUMNAM: TAPPING SMS lOfO sit TAPPING SMS FILE # 6' !ex LION HEAD CTYPJ HEAD CTYPJ SECTION A —A ! 1) SECTION A —A (2) vtNIlOVFLANGESLMULLION1000P.V DESIGNER 1000 P.V DESIGNER WM P.V DESIGNER r CTYPJ SILL CTYPJ Q SILLCTYPJ8 X 3/4 SELF Q8 X 3/4 SELF i8 X 3/4 SELF TAPPING SMS TAPPD i SMS 1 X 2 7/16 X 3/8 TAPPING SMS 1 BE MULL X 1/8 2 X 4 X 3/8 TUNE MULLION TUNE MULLION 4 -1 BED NIA. TUBE MULLION EMBEDMENT VINWV FLANGESSEALANT DEWEEM L MULLION DOV FLANGE Na X 3/4 SELF B8 X 3/4 SELF I—. A Iwo S.M. TAPPING SMS 1000.SJi TAPPING SMS HEAD CTYPJ LEAD (TYPJ SECTION A —A !4) WIN" BETVEENFLA B SECTION A —A f 3Y / = f8 X 3/4 SELF L MULLION TAPPING SMS I= P.WJDESIGNER 1000 P.V./DESIGNER . SEALANTBETWEEN . rSILLCTYPJVINDCIWFLANGESSILL X 3/4 SELF 1000 S.HL f f8 X 3/4 SELF L MIHLL HEAD CTYPJ TAPPING SMS TAPPING SMS 1 X 4 X 3/8 SECTION A —A (7) HEWED FROM-. ExrMOR 1 X 4 X 1/8 TUBE MULLION TUBE MULLIONIIJTERNATIONAL, INC FLORIDA EXTRUDERSSAMMAIn, "MAMDA TmZ-SER, 1000/1500 FLANGE SHEET 1 OF. 2 i TRIPLE - HORIZONTAL MULLION SECTIONS. SEE OTHER SIDE (SHEET 2 OF.2) FOR sta x 3/4 SELF to z 3/4 SELF DESIGN_. PRESSURE CAPACITIES— TAPPING SMS t--I000S.H.TAPPI ING. SMScTYP DRAWNIiY:MSH ArPRDVEDBY: HEAD CTYPJ WAD SECTION ' A=A: f51 ... . __, r_.... SE ON A—A (6) DATE:2/6/02 SCAta NTS DVG...1HMFLGTR 1000 P.W DESIGNER SILL ATYPJ 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BE WINDOW FL i MULLION SEALANTFLANGES B Lib X 3/4 SELF tWINDOW 4 \_1000 S.M. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SECTION -A—A (1) t MULLION 1100 P.W./DESIGNER J SILL (TYPJ r =8 X 3/4 SELF TAPPING SMS IX27/16X 1/8 TUBE MULLION TAPPING SHS TUBE MULLION t8 X 3/4 SELF 1000 S.K TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION .A —A (3) WINDOW FLANGES t: MULLION 1000r P.W DESIGNE^LR . ""T BETWEEN W51DW FLANGES, L(TYPJ t MULLION N8 X 3/4 SELF ' TAPPING SMS 1 X 4 X 1/8 TUBE MULLION 08 X 3/4 SELF TAPPING SMS HEAD CTYPJ SECTION A -A W SEALANT BETWEEN VDViK1V FLANGE t MULLION 08 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYPJ SECTION A —A (4) 1000 P.WJDESIGNER SILL (TYP.) U 08 x 3/4 SELF TAPPING SMS T1x4x3/e TUBE MULLION T — 08 X 3/4 SELF 1000 SH TAPPING SMS WAD CTYP-) SECTION A —A (6) 1000 P.W DESIGNER SILL (TYPJ n Et8 x 3/4 SELF 11 /TAPPING S14S AUXILIARY PLATE CFW ADDITIONAL MCA, WMeM Rf0U7RELD DETAIL CO" 1x2x3/8 p--p TUBE MULLION — — MULLM O ' TVO BY WOOD APPLIES TO HEAD & SILL WHERE i- X 4• do 2• X 4- TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 08 WOOD — SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP -- tn BY OTHERS _ i8 X 3/4 S. ENJIL RMi F- 1000 S TAPPING SMS HEAD '(TYPJ ACrMM 11A. MULLION SECTION A —A (2) SIL iiin SIGNER 4s^R MY # 6rSILL (TYPJ r— A r s8 X 3/4 SELF -IOW P.W DESIGNER . TAPPING SMS SILL(TYPJ IX27/16X 8 TUBE MULLION #9 X 3/4 SELF 1 1/8 MI1 EMBEDMEN VIEWED FROM E aEWR DML Q 'APPUES TO HEAD t SILL WHERE t' x Yk1- X 2 7/tb- TUBE MULLIONS ARE USED ALtATION ANOM se tmuD.scxcW CLIPIt8 QrP. mom X 3/4 SELF TAPPING SMS 1000 S.M. SECTION A -A (7) t HEAD (TYPJ ENNEBEDMT FLORIDA EXTRUDERS AMR 00 fMAT MF---SER. i 000/ 1500 FIN SHEET 1 OF 2 " HORIZONTAL TWINMULLION' SECTIONS SEE OTHER SIDE (SHEET-2 OF 2) FOR DESIGN:. PRESSURE CAPACITIES f ` kke N BY: MSH APPIIt>V£D. BY: DATE: 2/6/02 SCAI.E:NTS DWG.: 1HMFINTW 9 4 SEX -ANT DETyEE--1 M;1M; rD++ ^h FLAtiuEs t ILO^C P.k./DESIGNER SILL (TYP.) US X 3/4 SELF I X 2 X 1/9 KA.--IGN SEALANT H= TYLE"1 vlhv'v FLAhC-ES- L M. ILLICN SX 3/ 4 SELF 4Fi(i Sr TAPPING S!!S SEALANT 2E i'/ EN V,MM- w FLAN,d'S Sr CTION A- I- ( l t wjL - l'_DX 1000 P. V./DESIGNER SILL (TYP.) 1 08 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/6 TUBE MULL ION SEALANTHETVEEN VINIM'd FLAN ES- L M' J_LtMUS X 3/4 SELF IONS.H. TAPPING SMS HEAD. (TYP.) SEALANT gETVEEN SECTION A -A Q) 4NMW FLA.'S - t MULLIaN rr 100 P.V./DESIGNER SEALANT SE -lr- N S!LL ( TYP.) VIMMd FLANHi 08 X 2/4 SELF L MULLION !i TAPPING SMS1I% X4x1/ 8 7 J3: N;\ LLIZN t r 10GC P.'1./DESIGNER t S! LL (TYP) 7 Cp X 3/4 SELF YAP^fl , SMS TYPCCAL AULUON TO CONCRETE G JA\AS APPLIES TO . AM? WHERE I- X 4' 2' )f 4' TU2E MULLIONS A.4E USED) 1 r CG.* CR= T'c ORMASONRY -,, I 1 I 3Y OT:iERS X2X3/3. t z, T L* FL A .IO.A. OMANM.A.F. BUCK SY OTkERS j ACTUM i 4 _ 9 X 3/4 SELF o tlD9 v i iC% S4 TAPPIN-6 SMS T-_.. MASTS Fn'..# Wit" f' AIL pL'NST& LATIChANCHOR 3/16, 0A TA:-ZCh SCREV EX-EAKAL RuLLIC, L'4STALLLA'I0N CLIP1\ SECTION A - A ( 2) I SILL (TYP) SILL (TYP.) { Q x8 % 3/4SELF \y TAPPING SMS - H: 8 x 3/4 SELF I . i X 27/16 X 3/'a TAPPING SMS TUSE W. LIM ({}' 7 J/ c X 4 % 3/8 j+ , HE MLLL:.,f: H EN2E::uti7 SSALIM HETVEEN ViK 0V FLA.! CE t W PLL301: FS X3/ 4 SELF 1102' S.tt '+ APPiNG SMSte`AD (TYP.) SECTION A -A ( 4) r-1OGo F. V./DESIGNER Si' + (TYP.) R2 X 3/ 4 SELF TAPPINE SMS +ti 3/8 iE DX4X3/ 8X3/ 4 SELF ' \- 1H8 X 3/4 SELF two S-A TAPPING SMS.. :-- I= S.K''A?PIN: SMS r A:) (TYP.; 6EAD (TYP.) SECT'QN A --A (5 ,: rTi R A = A DETAP H kuLLIZIN TA % 3/ 4 SELF TAPPING SMS S.H. HEAD ( TYP.) ELEvaroN SECTION A - A (7) VIEWED FROM EXTERIOR FLORIDA EXTRUDERS trreER SONAL- IN SANFORD, FLORIDA SER.:_ 1000/ i 5oo FLANGE . SHEET I OF" c 1 I TWIN HORIZONTAL MULL I ON ' SECTIONS SEE LOTHER S: LC 'Sri- - E-L7i Ci C J ID.ES I GN , RESSU2C' CAPACITIES , FE 8 5 Ttr' 2. ` DRAWNBY. M SH APPROVED BY: DATE:2/4/01.2 scALE:- pJS ' DNG.: IHN,fLGTiW B I? 1000 P.WJDESIGNER 1000 P.W DESIGNER L Y PLATE APPLIES TO HEAD & SILL WHERE I' X C SILL (TYPJ SILL (7YPJ MR AD6IT1 WJ- At S. MCM ROAKM 2' X 4' TUBE MULLIONS ARE USED O i8 X 3/4 SELF i8 X 3/4 SELF DETAIL C TAPPING SMS TAPPING SMS SHEATHING 0 0 IX2X 1/8 1X2X3/8 10 TUBE MULLION TUBE MULLION SEALANT BETWEEN1 INSTALLATION ANCHOR i8 WOOD WINDOW FLANGES O SCREW (TYPJ, t MULLION EXTERNAL MULLION INSTALLATION CLIP -- SENLANT CEN AL FL€ -TUDA B.O.° BY WOOD BY OTHERSi8X3/4 SELF t KAJ-ION 1000 $IL TAPPING SMS 48 X 3/4 SELF < Iwo S.M. TAPPING SNS J NUFACTURER N HEAD (TYPJ SEALANT BETWEEN FLANGES SECTION A (1) HEAD-(TYPJ SECTION A -A (2) vR/P4 pt/R MULLION vt -A • MASMR FMB # 6 1000 P.V DESIGNER SILL (TYPJ 1000 P.W./DESIGNERrSIL.L (TYPJ 11fiAfi r- S A i8 X 3/4 SELF i8 X 3/4 SELF 1000 P.WJDESIGNER 1TAPPINGSMSTAPPINGSMSSILL (TYPJ 1IX27/16 X 1/8 i X 2 7/16 X 3/8 1—_ A / TUBE MULLION TUBE MULLION i8 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION WINDOW BEFL 1 1/8' MIN c MULLION EMBEDMENT '- SEALANT BETWEEN VIEWED FROM EXTERIOR WINDOW FLANGE L MILLION DETAIL @ APPLIES TO HEAD 3 SILL. MERE 1' X 2'.. 2 7/16' TUBE YULUONS ARE USED 91 3/4 SELF TAPPING SMS i8 X 3/4 SELF l000 SIi TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) SECTION A -A (4) WINDOW FLANGES s t RNORM1000P.VJDESIGNER SEALANT BETWEEN SILL (TYPJ FLANGES 1000 P.VJDESIGNERrSILLCYPJ 118 X 3/4 SELF CLIP LINDO i8 X 3/4 SELF TAPPING SMS i8 X 3/4 SELF TAPPING SMS TAPPING SMS SECTION A -A (7) 1 X 4 X 1/8 1 X 4 % 3/8 1000 S.H. HEAD (TYPJ 1 1/i' MUl _ TUBE MULLION TUBE MULLION EK KOMENT FLORIDA EXTRUDERSnvT>rizrrAn"'u,..n1c SANFORD, n0WA Tmz: SER. 1000/1500 FIN SHEET 1 -OF, 2 a- `," ' '` j, HORIZONTAL MULLION SECTIONS i8 SEE OTHER SIDE (SHEET 2 OF 2) FOR X 3/4.SELF TAPPING SMS 08 X 3/4 SELF TAPPING SMS DESIGNIDRAYN PRESSURE CAPACITIES 1OD6 S— K HEAD RYP.)... ' 1000 S.M. HEAD CTYPJ BY: MSH APPROVED BY: SECTION" A -A (5) SECTION A -A (6) DATS:2/6/02 ISCAILINTS DWr.: I HMF IN t FA C 000 P.V./DESIGNER otLL (TYP) Ite v 1/4 SELF TAPPING SMS Ik ScA 4ti: 3ETVE_h L POW -MN SEALANT 3:TVEER ,L- Ae x 3/4 SELFVINSLVFLANGES \-yno SA TPPPih* SMS rWAL. c I YP.) SEALvAT $ETV.EN vtNanv FLAT -S SECTION A —A i i MULLi:A: 2000 P'WDESIGNER SILL (TYP.) 08 x 3/4 SELF TAPPING SMS X 2 7/16 X 1/8 TUBE MULLION SEALA=. .,^1T HETI cN V!N! FLANGES- L MULLION 8 X 3/4 SELF 1LIr.,O S.H. TAPPING SMS HEAD (TYP.) S:ALAN* BETVEEN SECTION A —A (3 WINDOW FLAN4ES L KELLMN r-IMO P.V DESIGNER SEA,,A 1? 3ETVESN SILL (TYP.) VIN004 iLAMMS - to X 3/4 SELF L MULLION TAPPING SMS r1X4X1/8 IUBL ML,LLIIbN 1 8 X 3/4 SELF i^.f.'0 SrL, TAPPING SMS HEAD (TYP.) ScC`iON A -A (5). S'L ('Ty=.^ ESIGINER S.LL <, Y TYPICAL MULLION TO CONCRETE 6 JAMB APPLIES TO JAMS ".ERE I- X 4' d 2- X 4- T'.3S-- MULLION'S ARE iiSE]; T'r` Q A x 3/4 SELF i TAPPING SMS HTE OR MASONRY BY CITiBYQ7i EicS Iinx3/E a5E Y.LLMN. I j ONE. BY VQCL^— I ?U K 8r QTKRS CENTRAL FLOMA B.O.A.F. 49 X 2/4 SE_= Icf s APPIh SMS MANUFACTURER ,NAME: I EEA5 (I 'PJ, t'R/DA F.X'rRvDERS I SECTION' A -A (2) XASM Fes, I- 109G P.V./LLS:wtR INSTw_LATICN ANCHCR 3/26' TA=CCBN S:iZV AhCti% TY-.) Fx ERNAL KLLISN INSTALLATMh CLIP I SI_L (TYP.; MO X 3%4 SELL ,1„.,0 P.V./DESIGNER —y J TAPriti_ SMS 1- SILL (TYP.) 1 jIX2J/16X3/8 TUBE' KULLIQN -4 111 1/4• MIN. se X V4 SELF EMBZDhENT TAPPING SMS 2 X 4 X3/8 TUBE 14LLLICIN j SEALANT H£TV£EN VIN90V FLANC^E - a )K)LLION e X 3/4 SELF 1000 ST!. TAPPING SMS HEAD (TYP.) SECTION A -A (!1 1000 P.V./DESIGNER SILL (TYP.) e x 3/4 SE14F TAPPING SMS 1X4X3/8 i—InF-I I /_ TcoiE K.;LLMu 9 x 3/4 SELF1 , APPINZ SMSi1Q. S r' HEAD (TYP.) SFCTIa 4 "--A (5' te' x .3/4 SELF TAPPING SMS logic 5,;. SECTION A -A (7) 15 200, ELEW-110N vzvim FROM EXTERIOR xis: SER. 1000/ 1500 FLANGE SHEET I OF 2 HORIZONTAL MllLL I C": SEC71 ONS SEE OTHER S: J_ l SHECE T E Or 2) F u+R DESIGN PRESSURE CAPACITIES t low P 1 x 2 X 1/8 JAM 1 X 2 X 3/8 - JAMS TUBE MULLION TUBE MULLION B8 X 1/2 SELF t8 X 1/2 SELF TAPPING SMS TAPPING SAPS 2X 4X3/8— SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION VINDOV FRAME V1NWW FRAM L MUIION 4 MU.LMN M8 X 1-1/2 SELF tt8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A —A 1X27/16XL8 1000SK 1000 S.M TUBE MULLION 10D0 S N 1 X 2 7/16 X 3/8 JAMB (T JAMB (TYP.) .IAMB (TYPJ TUBE MILLION . 08 X 1/2 SELF RB X 1/2 SELF TAPPING SMS TAPPING SMS 1000_ SJi, JAMB (TYP.) ISEALANT BETWEEN VINDOV FRAME t MU.LMN B8 X 1-1/2 SELF TAPPING SMS SECTION A -A Q) 1X4X1/8 TUBE MULLION B8 X 1-1/2 SELF VINWv RAME TAPPING SAPS L MLLLro+ TI N118X1-1/2 SELF. TAPPING SAPS REM SECTION A -A ('4) TUBE MULLION _ 8••• A A A 1000 S.H. aRID} JAMB (TYPJ B8 SELF .TAPPING SMS (TYP.) i8 X 1/2 SELF s8 X 1/2 SELF ELEVATION TAPPING SAPS TAPPING SMS VIEWED FROM EXTERIOR DETAIL SEALANT BETWEEN VFRAME— SEALANT BETWEEN y s WINDOW & MILI"°°Wi.1oNF`w+E ) Ft-3 20 M8 X 1-v2 SELF.... B8 X.1-1/2 SELF TAPPING SMS TAPPING-SMS SECTION A -A (5) ACTION A —A (6) 1 1/8' MIN. EMBEDMENT TWO BY WOOD BUCK BY OTHERS DETAIL SHEATHING Lu INSTALLATION ANCHOR B8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MILLION - APPLIES TO HEAD SILL WHERE 1' X 4' 2' X 4- TUBE MULLIONS ARE USED APPUES TO HEAD & SILL WHERE 1' X 2' 1- X 2 7/16- TUBE MULLIONS ARE USED 118 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL 08 WWD SCREW TYP.) SAL CLIP SEALANTFLANGES 1 1WINWW L M1A11DN 1 1/8' MIN. EMBEDMENT SMwt'o' Waco Fawoc AUXIUARY PLATE MR ADDITIONAL , ANCHORS, WH-" REQUIRED) O O_ O MILLIOtI 0' RIDA EXTRUDERS RD° A SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2-OF 2) FOR DESIGN PRESSURE CAPACITIES I BY. MSH APPROVED BY. - 2/6/02 SC=. NTS DWG.: 1 VMF IN S 1°9-1 X 2 X 1!8 1Q-C Sr+. J ..Mc LiY=.3 f TUBE MUt::uh . ,SAME (TYP.) i # e X 1/2 S£LF TA=;;lNG SMS SEALANT VTvn'. J!iwr r'•A a MULLION rti: x v2 S•r TA.PP. : SMS IO . A_A5EC t ' 1)t r x- 2 7/16 a :ic TUBE MULL..Oh laic SJR IC -Le SIM. JAMB CTYP.) JAM3 (TYP.) gS x 1/2 SELF ' TAP?cHC• SMS SEALANT BETWEEN 4tNMV FLA*ES t MULLION M8 X 1-1/2 SELF TAPPING SMS. SEC110N A —A iX4X1/6 TUBE MULLION I== S.F. 4MB (TYP,) IQ.^C S.M. - JAMB CTYP.) . 8 X 1/2 SELF TAPPING SMS SE-w BETWEENvJ4DfirFLANFrs L MULLION ES X 1-1/2-SELF TAPPING SkS a 1X2X3/8 TE= MULLION 8 x 1/2 SE_F A.?PING Sr,S T SEALAsT 3ETVEEN 2SELF8 %;-i 2 X < x 3.8 SECTION A —A t L i r1X27/16X3/6 L= L., %;EE MW.LION JAMB (TYP,) 98 X 1/2 SELF TAPPING SMS 1 1/4' MIN, EMEELMENTI 4 r- GNE BY WOOD_- DETAIL C 3LCX BY OTHERS \ CUNC4r,c JR MASONRY 1iBYTMr_RSQ \\ 4 09 X 1/2 SELF TAPPING. S-S 88 k 1-1/2 SELF, SEALANT BETV_cN SEALANT BETWEEN TAPPING SMS . VIND"Dw FLANGES VIN•J1}V FLANCES 7 i.MULLICI: r MULLION SECTION A —A M1; % 1/2 SELF TAPPING'SMS DETAIL L SECTION A -A i 4i ' % 1 iX 4X3/6 i Ti1aE MULLIOH ..• •/-- 1 t S A • ATI ti A,1r. 3lt3' L1A. i-it. rRtiAt MiP 1.!]N I i f., RUES TO i4EAD" & SILL Wh Q I' X t x EE MUL0ONS ARE USEC). n? II r INSTALLATION A.40 OR 3", ilia TAPCC•N SCREV ANNOCTYPJ SILL CLIP Q , EM3EDMEti± PRECAST SILL BT QTHERS IY • IARY PI,ATF G2 ADD_TIIINAL ANDCAS, t-_N REQUIRED) Tj r omuE \ .ri IIh !. In SMS CTYP)`- DETAtl R Fi FVAe1OI - 2 x 1/3 SELF MEWED FROM EXTERIOR ' TA? PIt,JSMS------- IlVTERYATIGNAL, 1NC FLORIDAEXTRUDERS= sANi oRn. FLORIDA T=: SER 1000/ 1 GCOFLANGE : SHEET L OF 2 EK C.A MULL I DN' SECTIONS WIIAM aV FLNT ANGESSEt_ OTHER SIDE < SHEET "E Or 2) MULLIONDES115N. PRESSURE: CAPAC I T I ES 8x1-1/2 S'-F TA PIaa ms FEB 15 . V01 •DRAWN BY: MS.H APPROVED BY: _ S . l sT;QN; j=Ai 6, +DATE:2/ 1 /CG SCALE: `; T S DWG- 1 VM- LC- iy a <3 I x 2 x 1/8 /--1 X 2 X 3/e 1clo., S-0 — lac-C JAMB (TYP.) TUBE K-'-LIC-N JAMS 4,.Yp.., TLAZ K.0-10*1 Tern8x SELF TURE IMULLION' xS X 1/2 SELF TAPPING-Smi 2 X 4 X TAPF NG SMS A!,l (, YZ V'.14DOW rLAAZZ Wlx=i FLANGES \--WE J( !-lf2 S-- U.LIDN L S.14-T e x i-:/Z Sz-,r- TA=;)!N-n S4S SECirl0 N A —A E&:QN A —A TmiCA4- vEPT;^.P.: TO HCR2CN'TAL mULUON TO M0,-L;C.% j-- I747,!GX SC INTERNAL CLIP rI t-7saxSLr- S-,S IX OR ?X MULL (Typ.) X 2 746 x Vs X 2 7/16 X 3/S uKL Kt-LuN' MTAL, ATlam ANC40Z Woo S-A.- = S-h TUBE A JAMB YF.) SEALANT BETWEEN :./is, DtA TAP-"N JAMB (TYP.' VINDOV FLAh"S *8 X 1-1/2 SELF SCREW ANC.C.Q 'TYP,' L MULLION TAF:P!,'C- SIMS SECT!ON A -A 7), 1 Sl:.L COIF 08 X 1/2 SELF 8 X 1/2 SELF TAPPING SMS I =up) I AppiRr, sms Ne x 1-1/2 ' T' T" • C, 1 !/4' filk LlP;qKEECAST VLL By OTHERS SEA -ANT BETWEEN AUXILIARY PLATESEA,ANT BETWEEN -tMW FLANGES L WKWON '24 A2,rjTmKAL ANO-MS. WW-N KWiLREV, VINCUW FLAW;ES se X 1-1/2 SELF CF* 4 KLLIl)N TAPPING - SMS Sr g TTAPPINGSKS 5EC,jl-0N A -A (3) SEMI N A -A (4) F! I X 4 X Ve I X 4 X 3/9 A i A e 0 TUBE MULL TON TU L W 111! TAPPING j A _ roK ELEV47; 1 1000 S.M. IWE S.i4. JAM? Y'-E-:NEC F.lRC-M EX-E%CR A RUERNATIONAL INC 06 X 1/2 SELF s xi 1 / 2 SELF FLORIDA EXTRUDE sAwolm, FwmDAXI" TAPPING SMS TAFF114G SIRS MMSER 1000/1500 FLANGE SHEET I OF-2 INTO HORIZONTALVERTICALMULLION N7 SEALANT 4 SEE OTHER S I DE SL4EET- 2, OF 2) .r-ORSEALANTKTVMj/ lEnr-'.rY wV4=V r -'-A% = WINMV4"as - ge xj-112 SEL.7 DES IGN..PRESSURE CAPACITIESLKOLLMN' TAPPING sm-, - 1-112 SELF TAPPING SMS FIC B 1 K62 BY. MSH APPROVED BY:: C-ECTION A -A (5) SECT; N- A -A r6 JDATE:2/6/02; ISCALE: INTS 1M... 1VMHMFLG. 3/ SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.W DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE HULLION SEALANT BETWEEN WINDOW FLANGES- i MULLION 09 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (1) APPLIES TO HEAD do SILL WHERE I' X 4' AUXBPRY PLATE DETAIL C k 2' X 4' TUBE MULLIONS ARE USED ;• 2000 P.V DESIGNER sDR ADDITIONAL ANCIM AN REDUDIFD) SILL (TYPJ O 8 X 3/4 SELF SHEATHING" TAPPING SMS 00 I X 2 7/16 X 3/8 O_ _O TUHE MULLION INSTALLATION ANCHOR 18 WOOD SCREW (TYPJ EXTERNAL. MILLION INSTALLATION CLIP TV0 BY VOOD BUCK BYOtHERS 8 X 3/4 SELF 1000 S.H. TAPPING SMS MULLION HEAD ( TYPJ 2000 P,V,/DESIGNER SECTION A —A (2) SILL ( TYPJ 8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MULLION CENTRAL 7 w 'i„ WINDOW FLAtKT jjA: iD lvtss++• 1 MULLION y j BETWEEN SEALANT BETWEEN rLANGFS VD(DOV FLANGES L MILLION t MULLION 2000 P.V./DESIGNER SILL ( TYPJ 08 X 3/4 SELF TAPPING SMS IX4X1/ 8 TUBE MULLiON 8 X 3/4 SELF TAPPING SMS 2000 P.W./DESIGNER A_ 1000 S.H. rSILL CTYPJ HEAD (TYP.) e x 3/4 SELF SECTION A —A (5) TAPPING SMS 1 X 4 X 3/8 . TUBE MILLION 8 X 3%4_SELF #8 X 3/4 SELF 1fl00 Sit TAPPING SMS 1000 Sit TAPPING SMS HEAD CTYPS _. HEAD (TYPJ SECTION A —A (3) "SECTION A —A (4) APPLIES TO HEAD t SILL WHERE I' X 2' k I- X 2 7/16- TUBE YAALIONS ARE USED DETAIL8SIw INSTALLATIONANCHOR O] D SCREV a CLIP L1 1/8• MIN. EMBEDMENT I 1 w Not A FLORIDA • EXTRUDERS RD° AA mmSER. 2000 FIN SHEET 1 OF 2, . - Tw!! HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF2) FOR DESIGN PRESSURE_= - CAPACITIES' : _ ^, ., r.. DRAWN BY. MSH APPROVED BY: DAM-E!/ 6/02 SCAU:NTS MG.- `2HMFINTR 30 TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB INHERE I' X 4' pit A L A,2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.VJDESIGNER 2000 P.V DESIGNER SILL CTYPJ 8 X 3/4 SELF r SILL CTYPJ 8 X 3/4 SELF CONCRETE OR MASONRY, BY OTHERS TAPPING TAPPDJG 2 7/16 X 1/8 1XS 2 7/16 X 3/8 INSTALLATIDN ANCHOR 3/16' DL1. TUBE MULLION TUBE MULLD]N TAPCON SCREV ANCHOR CTYPJ BY WOOD EXTERNAL: MILLION INSTALLATION CLIP BUCX BY OTHERSSEALANTKTWEENBEWEEN VvDiDOav FLANGES V VTFLANGES Q L MULLION t MU LDBV 2000 P.WJDESIGN£R MULLION 8 X 3/4 SELF 8 X 3/4 SELF SILL CTYPJ 2000 S.FL TAPPUNG'SMS 2 SJi TAPPDVG SMS HEAD CTYPJ HEAD CTYPJ 8 X 3/4 SELF SECTION A —A (1) SECTION A —A (2) f TAPPING sMs 2X4X3/8 TUBE MULLION Q F•y * SEALANT BETVEEN 1 .1/4' KIN. rs,t 13ze°a' SWOON LAMM: EMBEDMENTB•®•A+F• iJ'': L WJ-L MLNUs A LOkIL> ADETAIL _ FII # 1 48 X 3/4 SELF SEALANT BETVEEN VINWV FLANGES . MU LMN 2000 P.VJDESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS1X4 X1/6 TUBE MULLION TAPPING SNS 2000 S.H.-. 2000 P.VJDESIGNER HEAD CTYPJ = SILL,CTYPJ SECTION A -A- (5) 8 X 3/4 SELF _ TAPPING SMS l TUBE MULLION ELEVATION _ VIEWED FROM EXTERIOR FLORIDAEXTRUDERS R °RMA rre - SER. , j20I?Q1 FLANGE SHEET 1 , :2 r: TRIPLE HORIZONTAL MULLION. -SECT -IONS , SEE OTHER SIDE (SHEET 2 OF '.2) FOR DES IGN'=PRESSURE--CAPACITIES `= miwN BY: hiSH Qar>'y2/61Q2;.... sc-asF.'UTc::.;_ rnr. •,::.:aular.;rra—.. _. . _.. 29 2000 S.M. 1 X 2 7/16 X 1/8 2000 S.M. i X 2 7/16 X 3/8 IAMB (TYP.) TUBE MULLION JAMB MP-) TUBE MILLION t8 X 1/2 SELF t8 X 1/2 SELF TAPPING SMS TAPPING SMS 2X4.X3/8 TUBE MULLION t8 X 1-1/2 SELF 2000 SA FLANGES SEALANT BETWEEN .. VISEANLO FL TAPPIM 'SMS •JAMB (TYP.) VLMDOW a'MULiION L t8 X 1-1/2 SELF .IllJltiT>f1 TAPPING SMS SECTION A -A JI SECTION A -A (2) 4X1/8 1X4X3/8 DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION IX OR 2X MULL WSL INTERNAL LIX OR 2X MULL MAIL B t8 X 1/2 SELF TAPPING SMS WSTALLATMN ANCHOR 3/16• NA. TAPCON SCREV ANCHOR (LYP.) 1 X SILL Mr TUBE MILLION TUBE MULLION Q 200p yH 2O00 SA SEALANT 9ETVEEN' -- t8 X 1-1/2 SELF WINDOW TAPPING SMS EMBEIINENT IAMB (TYPJ .NWB CTYPJ Q / 4 SECTION A -A (5) PRECAST snt BY GT ERS AUXILIARY' -PLATE s8 x 1/2 SELF t8 x 1%2 SELF TIM ADDITIONAL AMCMORS.-WHEN REWIRED) TAPPING SMS TAPPING SMS r t8 X 1-1/2 SELF j 0* SEALANT RANGESWwWWINDOWFLANGES TAPPING SMS — t MULL1a( t8 X 1-1/2 SELF t MULLION A A TAPPING SMS MULLIDN SECTION A -A (3) - SECTION A -A (4) O to-SayTAPPING— SMS - SMS CTYP) VAnQ IVIEWEDFROMEXTERIOR Q.A• _ II ITERNATIONAL, INC CWTS AL novL FLORIDA EXTRUDERS :sANFOI;n,-i'LdRED! c ', Trm& SER. 2000 FLANGE SHEET 'I-OF2 VERTICAL - MULLION INTO HORIZONTAL'..`. SEE OTHER -S.IDE(SHEET-2- IF 2) FOR,; DESIGN PR£SSURE`CAFACITrIES 18DI, QI 2 DRAIIN HY: JBH APPROVED Ay. . DATz: 2/2/02,:_ scnrt+ NTS.:. DXG.. ",2V.MHtAFLG_ 8 UTL•SsGs Ua— R lam - Lo/flvk P`yff D SEALANT wlmDov ETWEEESN MA a R F t MU.LI014 2000 P.W./DESIGNER 2000 P.W DESIGNER SILL (TYPJ SILL '(TYPJ 1i8 X 3/4 SELF t8 X 3/4-SELF TAPPING SMS. TAPPING SMS 1 X 2 7/16 7C 1/B 1 X 2 7/16 x 3/E TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - MILLI ON _ D8 X 3/4 SELF "--NB X 3/4 SELF 1000 S.H. TAPPING SMS ID00 S.M. TAPPING SMS HEAD (TYPJ HEAD (TYPJ SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE MULLION _ .. SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES MULLION L MULLION 2000 P.VYDESIGNER SILL "(TYPJ M8 X 3/4 SELF TAPPING SMS IX4XVS. TUBE MULLION 8 X 3/4 SELF 1000 S.H. TAPPING S14S HEAD ( TYPJ , SECTION A AM APPLIES TO HEAD & SILL WHERE 1- X 4' do 2' X 4' TUBE MULLIONS ARE USED I TWO BY WOOD j BUCKBYOTHERS200D P.W./DESIGNER SILL ( TYP.) N8 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION SHEATHING INSTALLATION ANCHOR 08 WOOD SCREW ( TYPJ EXTERNAL MULLION INSTALLATION CLIP MILLION BEIAO`! r— A 1 1 L— A .. / L1 1/8' MI EMBEDMEN LEVATM VIEWED' FROM EXTERIOR DETAIL g. APPUES TO HEAD. & SXL WHM 1' X 2' k.. 1-o X 2 7/16--TUBE MULUONS ARE USED NtAnmia ALLATIQI ANCHOR 9 WOOD SCREW 2000 N8 X 3/4 SELF NORIL CLIP SILL ( TYPJ TAPPING SMS NB X 3/4 SELF TAPPING SMS 1000 Sit SECTION A —A (5) 1 X 4 X 3/8 HEAD (TYPJ BE MULLION FLORIDA EXTRUDERS II rrERxATT, no we l o xn, Fl snxmnTate: SER. 2000 FIN SHEET 1 OF 2 . . 4 y, TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR t2VTAx 3/4 SELF DESIGN PRESSURE CAPACITIES 1000 S.H TAPPING SMS f EB HEAD ( TYPJ DRAWN BY: MSH APPROVED BY SECTION A —A (4) D Te:2/6/02 sceLe:NTS D G.: 2HMFINTW 4? SEALANT BETVEEN WINDOW FLANGES L MULLION 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL CTYP. SILL (TYP.) 18 X 3/4 SELF 3/4 SELF TAPPING SMS NG SMSIX -4 X 3/81X4X1/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN OTAVDNDOVFLANGES L MULLION 8 X 3/4 SELF X 3/4 SELF TAPPING SMS 2000 SA TAPPING SMS 2000 S H. HEAD (Tip.) HEAD (TYP.) SECTION A —A (3i = ` SECTION A (4) 2000 P.V /DESIGNER ' SILL (TYP.) 0/7 #9 X 3/4 SELF TAPPING SMS1X 2 7/16. X 1/8 TUBE MULLION SEALANT SEA LANT BETWEE WENWVMG S - WtKDOW FLANGESN L WALION L MULLION II8 X 3/4 SELF 2000 S.H. TAPPING SMS WAD CTYP.) SECTION A -A (1 i TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE I' X 4' DETAIL Ac 2- X 4- TUM MULLIONS ARE USED) Q CITE OR MASONRY 2000 P.V SIGNER - HY DINERS DErSILLCTYPJ I 09 X 3/4 SELF TAPPING 1XS 2 7/16 X 3/8 TUBE MULLMN R8 X 3/4 SELF 2000 S.H. TAPPING SMS [ HEAD (TYP.) SECTION A —A N II+ 1 1/4' MIN. SEALANT BETVEEN EMBEDMENTWINDOWFLANGE L MLLLMN UACTUIRFM NAM' _ F. H - vRios vA 2S DETAIL r-- A FUE # NI9 X 3/4 SELF L-- A TAPPING SMS 2000 S.H HEAD (TYP.) SECTION A —A (5) FLEVATION:.. VIEWED FROM ,EXTERIOR FLORIDA EXTRUDERS INTERNFOATIRD, ONAL, utc 3ANFLORIDA TT=* SER, 2000 . FLANGE' SHEEj A OF-2- . TWIN HORIZONTAL'MULLION'!SECTIONS SEE OTHER SIDE (SHEET2 OF 6 FOR DESIGN_:. PRESSURE; CAPACITIES i F B 2OL2 limAn BY. MSH _. Amavw-vy . DATF-2/ 4Z02, . ScAm- NTS :--DIfG a -2HMFL.GTWONEBY VOOD_i BiX]C BY OTt RS 2000 P. VJDESIGNER SILL CTYP.) 08 X 3/4 SELF TAPPING SMS ' 2X4,X3/ 8 TUBE MULLION Q i INSTALLATION ANOOR 3/16' DIX TAPCON SCREV ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION Q6 vSEALANT BEES MILLION AUXILIARYIARY ffOR ADDRD7NL ANCdtL VIEM REODUtED CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: oR/ o _o F r .arl yDS - - APPLIES TO HEAD k SILL WHERE 1" X 4' do 2" X 4" TUBE MULLIONS ARE USED Jl INSTALLATION ANCHOR i8 VYPDMASTERF 7T O SCREW LTYP.> 2000 P.VJDESIGNER 2000 P.K/DESIGNER SILL (TYP-) EXTERNAL MULLIONSILL (TYP-) 18 X 3/4 SELF i9 X 3/4 SELF , INSTALLATION CUP TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT 1 X 2 7/16.X 3/B TUBE MULLION MILLION BETWEEN WINDOW FLANGES t MULLION rrDQatl.-G-\. A 2000 P.V./DESIGNER SILL LTYPJ L 08 X 3/4 SELF i8 X 3/4 SELF A jM SA TAPPN{ SMS i8 X 3/4 1000 S1t TAPPING SMS HEAD (TYPE NAPPING SMS HEAD (TYP.) 2 X 4 X 3/8 SECTION A -A (1) SECTION A -A (2) TUBE MULLION 1 1/8' MIN. L EMBEDMENT E-mTjoN VIEWED FROM EXTERIOR SEALANT BETWEEN - WINDOW FLANGE L APPUES TO HEAD k SILL MMM 1' X 2' L MULLION . k I' X 2 7/14' TUBE..YtAUONS ARE USED AU:ATDON ARC M SEALANT BETWEEN WWV FLANGESBETWEEN .. SECTION A—A__(5) cr".) SCREW VNDOV FLANGES s MULLION _ _ ' t MULLION EM P.VJDESIGNER MOItIZ as 2000 P.VJDESIGNER r SILL (TYP.) i8 X 3/4 SELF SILL (TYPE f TAPPING SMS i9 X 3/4 SELF i8 X 3/4 SELF TAPPING SMS TAPPING SMS — lOC10 S FL 1 X 4 X 1/8 1 X 4 X 3/8 MEAD (TYP.) p1iEDlEMt TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS: sAm n00Fw=A Tmz: SER. 2000 FIN SHEET i OF `2 = HORIZONTAL'MULLION SECTIONS v SEE OTHER SIDE (SHEET 2 OF 2) FOR r8 x 3/4 SELF i8 x 3/4 SELF DESIGN PRESSURE ...CAPAC IT.IES TAPPNG_SHS _ TAPPING SMS ' B 21000S.HFADSPJMEADLTYP.) DRAWN BY: MSH APPROVEb'BY SECTION A -A (3) SECTION A -A (4) DATE:2/6/02 SCALE: NTS D1IG 2HMF LN SEALANT BETWEEN SEALANT BETWEEN WINmw FLANGES VINDOV FLANGES L MLLION L MI.LIW 2000 P.V./DESIGNER r2WO P.V./XSIGNER SILL CTYPJ SILL CTYPJ IU8 X 3/4 SELF k8 X 3/4 SELF TAPPING SMS TAPPING SMS1X27/16X 1 X 2 7/16 X 1/9 TUBE MULLION TUBE MULLION 8 X 3/4 SELF k8 X 3/4 SELF TAPPING SAPS two S.H. TAPPING SAPS HEADCT HEAD (TYPJFiADCTYPJ ' SECTION A -A (1) -SECTION A -A (Z SEALANT BETI.PEON VMDOV FLANGE L MI" CENT' A` B• 0.AN V SEALANT FLANGES SEALANT.DETVEEN VDCDOV FLANGES L MJLLMN .. 6 lIU.L1OM . 2000 P.V DESIGNER 2000 P.V DESIGNER SILL CTYPJ SAI CTYPJ UI8 X 3/4 SELF i8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4, X 1/8 1 X 4 X 3/8 TUBE MULLION TUBE MULL[PI t18 X 3/4 SELF *8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 SJi HEAD CTYPJHEADCTYPJ _ SECTION A -A (3) SECTION A -A (4) TYPICAL MULLION TO CONCRETE O JAMB APPUES TO JAMB WHERE 1• X 4• DETAIL 8 do 2• X 4• TUBE MULLIONS ARE USED) Q BY TESR MASONRY It INSTALLATION ANC:t 3/16• ZA TAPCO U SCItEV ANCHOR CTYPJ ONE BY VOOD EXTERNAL N' 3/8 INSTALLATION CLIP BU_ CIC BY OTHERS MULLMN 2000 P.V DESIGMER SILL CTYPS 9 X 3/4 SELF .. TAPPING SMS _ 2. X 4 X 3/8 TUBE 141.1 ON Q L11/4' MIN. _ EMBEDMENT ITAR H rr A ib X 3/4 SELF ATAPPINGSMS 2000 SA HEAD CTYPJ SECTION A -A (5) ELEVATI VIEWED `FROM EXTERIOR TRUDERS Amoxai•, n AFLORIDA. _ ,SAIJFORll, FLORIDA 7. Tri -& SER. 2000 , FLANGE SHEET.-:1 OF- 2x..-, HORIZONTAL MULLION SECTIONS _ SEE OTHER SIDE (SHEET 2 OF 2),' _FDR DES IGN''PRESSURE'-CAPACITIES 8 DRAIIN BY: MSH APBIiOVSD` HY1 x DATE:2/4/02— ay TWO BY WOOD DETAIL BUCK BY OTHERS 1 1/8' MFN. EMBEDMENT 2w S.H. S.H. 1 X 2 7/16 X 1/8JAMB (TYPJ B CTYPJ 1 X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION 2 X 4 X 3/8 TUBE MULLION SHEATHING R8 X 1/2 'SELF 88 X 1/2 SELF INSTALLATION ANCHOR 08 WOOD TAPPING SAS TAPPING SMS SCREW (TYP.) EXTERNAL MULLION INSTALLATIONTatetal LIP 2000 Sx MULLION JAMB iTYPJ APPLES TO HEAD dt_SILL WHERE I' X 4' 2' X 4' TUBE MULU0NS ARE USED BETWEENC SEMEALANTs8x1/2 SELF APPLIES TO HEAD k SILL WHERE 1' X 2' T FRAME TAPPING SMS & 1' X 2-7/16' TUBE MULLIONS ARE USED L MULLION L MULLION N8 X 1-1/2 SELF 88.X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAIL g x#WOOD SCREW SECTION A -A (1) SECTION A -A (2) ldl' N d JLLtHC F1Kyi+SEEDA B. ®. A. S' . A i URER. NAMIE: F GoRira4 7iJ ham ER ME 17. 1X4X1/8 1-X4'X3/8 TUBE MULLION _TUBE MULLION SILL CLIP SEALANT08X .1-1/2 SELF WINDOW FLANGES 1 1/9, MIN. TAPPING SMS L MULLION .. .. - EMBEDMENT 2000 Sx 2000 Sx JAMB CTYPJ JAMB (TYPJ Lt8 X 1/2 SELF. R8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOV FRAM: VMDOV FRAME L MULLION L MULLION x• 1-1/2 SELF ._.-le.X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (3) SECTION A -A O SECTION A -A, (5) SNEA114 4i -- - DETAIL C AUXILIARY' PLAT FOR ADDITIONAL ANCHORS, WHEN MOUIRED) A A M8 SELF. TAPPING - MU_tIONSMSCTYPJDETAILB VIEWEDPfROM EXTEMOR 0 FLORIDA` :EXTRUDERS ATIONAL, DIC sAr1> oRn,,ox>Dn zrrt>; SER. 2000" FIN SHEET i OF 2 V r VERTICAL .MUCtION_ SEC TItONS SEE DESIGNHPRESSURE(C19PACITIRS 2) 'FOR DRAIN BY: MSH APPROVED' BY : DATE:2/6/02 SCALE: NTS FVr -, 5AF IN ONE BY WOOD DETAIL C 20M S.H. I X 2 7/16 X 1/8 - 2000 S.K I X 2 7/16 X 3/8 BUCK BY OTHERS JAMB (TYP,) TUBE KILLION •AMB (TYPE TUBE MULLION CONCRETE OR MASONRY 1 1/4' MIN. BY OTHERS_ EMBEDMENT 4 II8 X 1/2 SELF MB X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16'-flU TAPCON SCREW ANCHOR MP.) EXTERNAL EXTERNAL MULLIONmllm INSTALLATION CLIP2X4X3/8 TUBE MULLSEkANTIONBETWEEN WINDOW FLANGES s MULLDri SEALANT BETWEEN VINDOV FLANGES a MULLION TYPICAL "AIULUON TO CONCRETE O HEAD I18 X 1-1/2 SELF s8 X 1-1/2 SELF JAMB (TYPE Ml1.LMN ARPUES TO NEAO._dc SILL VNERE I' X 42_2TAPPINGSMSTAPPINGSMS' X 4' 7U8E AfUtlIONS ARE USED) SECTION A -A W SECTION A -A (2) 9 X`1/2SELF L*.. TAPPING SMS .. INSTALLATION ANCHOR 3/16' DIA. TAPC13N 1 X 4 X 1/8 TUBE MULLION 1 X 4.X 3/8. TUBE MULLION - SCREW ANCHOR (TYP. SILL CLIP N8 X 1-1/2 SELF SEALANT -BETWEEN QTAPPING-SMS Vv4wv-FLANGES L MULLION SECTION A 'A' (5 q ..:. EDMEENTT DETAIL C `PRECAST-SILL—HY-OTHERS a8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN' SEALANT BETWEEN WINDOW S WINDOW FLANGES MULLIONMULLION II8 SELF ' AUXIUARY.`FLATE_! CFOR ADDITIONAL ANCIORS YF REQUIRED) c• r. E 0 8 X 1-i/2 SELF to X 1-L/2 SELF SMS (TYP.) pEj g - TAPPING SMS TAPPING SMS ELEiLAZIQN SECTION A -A (3) 'SECTION A -A (4) VIEWED FROM EXTERIOR FLORIDA EXTRUDERS T'oXAL, me S WF01W P'Ilb MANUFACT -NAW: A: AN• :- 1 - Lo ! vv, TrrLE_ VERTICAL MULLION SECTIONS FILE # SEE OTHER -, :S-I-DE (:SHEET..:2 ,OF 2) FOR- 18 2W. DESIGN PRESSURE'CAPACITIES-" ORAlm BY: JBH 'Fs= APPROVED- BY _??,P DATE:2/2/02_,.._ SCAiE: NTS _ DAG 2VAWLG _ i ii i w j MIAMYDADS MIAIVII-DADS COUNTY. FLOI METRO-DADE FLAGLER BUILI 13UILDINC CODE COMPLIANCE OF M1:TR0-DADC Ft.AG1.t311nUli. 140 WEV FLAGLER S"IlkRET, SUril MIAMI, FLORIDA 3313C PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 VAX (305)375 Prenldor Entry Systems GONTRAC'COtt LICEtvstvc SEC 911 E. Jeferson, P.O. Box 76 (303)373.2327 FAX(303)37 Pittsburgh , KS 66762 co&=L%c. rolt 1 N'rottrc,%iFAfr an• ins) 373.29" FAX (303) 37 rttotmt: r co,rritot, viv 303) 373.2902 PAX (3n3) 37 Your application for Notice of Acceptance (NOA) of Entergy 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 Typc Construction, and completely described herein, has been recommended for acceptance by the Miami-D County Building Code Compliance Office (BCCO) under tile conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. 11 product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspen( use of such product or material immediately. BCCO reserves the right to revoke this approval, if determined by BCCO that this product or material fails to meet the requirements of the South FI( Building Cede. The expense of such testing will bA incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raw tcour(guez Chief Product Control Division THIS 1S THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REV1ENV COI\• MITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Built Code and Product Review Committee to be used in Miami -Dade County, Florida under the condition: forth above. APPROVED: 06105/200 i ff7"- 4-" Francisco J. Quintnnm, R.A. Director Miami - Dade Comity Building Code; Compliance Oil' Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVEDJUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E lusiving Clazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang'such that tlue 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 are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shill be installed in strict compliance exit 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 permanent label with the manufacturer's name or logo, city, state and following statement: "Mianii-Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the: approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components sclected for tluc proposed installatio 6.1.3 Any other documents required by the Building On7teial or the South Florida Building Co, SFBC) in order to properly evaluate the installafLon of this system. 2) tvtanu t perez, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN U 5 2001 EXhRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CQNDIT[ONS t . Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this aeceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptance as well as approved drawings and other documents, where it applies, shalt be provided to the user by the manufacturer or its distributors and shalt 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 Acccptance shall be cause for termination and removal Acceptance. 9. This Noticc of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP' IAINC E Manu Pcrez, P.C., Product Contr 'xam Produ ntrol Division rN Glazed U 09 COP-M-MA0100-02 FIBERGLASS DOORS 6'8" Height, — Inswing nasoniie International COP-WL-MA0141.02 rtliami-Dade tCCO 02-0419.08 Application Filed) 52.0 KIDIN. tam, a, NOX Singles (width) 2'0" 2.6" 21" 2'10" 3'0" Not Listed Not Listed 1 X0, OX, OXO f1'0" 1OR, 21" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" 37 + IT" 3'0" + 12" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I I 1 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 2'8" + 1'0" 17 T 37 + 1'0" 1'2" + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 210" + 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 r NO 1 2'8" + 21" 2'1C"+ 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available Irom the Masonite International website (www,masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (w'arw.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 boding 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, ti29C2 $ PA2.33. U OakearaffT..t." AR EK'" 1 (.al".."•Ir . 1'IUY MC.I.AtA5S Rln 7'MY UGnpi Net.T•.,.a.•/r..rJfit"l",ryth•.. w, o..uv D. •., J Du 19. tMt Out ,Dann"m9 pplplam of C" Xun mlam'CmorN mj\H ,DeotitDliDts, Otipp 7no p•oo"tl 01"A Wnta to tNp9t.vaWut police. 1 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'0" 2'6" 02-0418.03 X 2'8" COP-WL-MA016t-02 (Application Filed) 55.0 NO 2'10" 3'0" 31" Not Listed Not Listed — I28"+10" j X0, OX, OXO iI i COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'10" + 17 1'2" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Applicition Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 17 1'0" + 2'8" + l'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 1'2" IT' + 3'0' + 1'2" 2.6" . 2'6" - 2'6" 2'8" + TV + 2'8- r 2'10" + 2'10" + 2'10" j 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 27 + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10' + 2'10" 3'0' + 3'0" + 3'0" + 3'0" Notes: 1. Cccr arrangements using fewer panels than what is shotivn in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design b 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 81 PA203. Oa aft A6 K,• 1 11 1 A h,1711Y VOOKA NewlbwN Nr,4 • Uv, t1..:+: awOw1,Y D-.•, 4'ei9, N7Gi Masonite International COrporatior. Out c44"wo ervam oforolW ]nD1e+M,cm MiMef soeci4cae-om. Oesiyn me 7"llutl OMud :e5X1 to Char" e41,o,4 mi.". COP-M-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing Singles (width) Illiasonite Internalicmal COP-WL•MA0146-02 BCCO 02-0423.01 Application Filed) Rating 40.0 Impact Rated NO t X Arrangement X3. Ox, xo 2'0• 2'6" 2'E" 3'0" 3'6" tih) Multiples 2'8" + 17 Not Listed Nlasonitelnternalional COP-WL-MA0148-02 Not listed Miami-Dadet 02-0423.01 Application Filed) UP Rating 40.0 Rated NO i 2'8" + 17 2'10" + 1'0" 2'10" + 17 TO" + 1'0" I 3'0" + t'2" 1'0" + 2.8" + 17 COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" o G" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP•WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO TV + 2'8" 210" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP•WL-MA0150-02 02-042101 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements usif 9 fewer panels than what is srrown in the above chart also comply under the product approvals shown. 2. Assembly details are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Insta:10on ins%!t :lions are available from the Vasonite International website (www.masonile.com) or from the technical center. AcWai design, pressure requirement for a specific cuilding design S geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or I?cat builoing 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 PA2.01, PA202 & PA203. O agaff AR_VEK 1•IH1."..TTT RNTkY D00,11 W"TMYr...awp."Gro, D"nn A;4 2J. 2M2 roH a?:o'Ig PIC.- d, 01 PICO" "'P'0+00QM raise} 7pe5F;,.Olt. 0sv : I Masoni te International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing COP-WL-MA0166-02 02-0423.03 Application Filed) 47.0 NOX Arrangement X0, Ox, OXO 2'0" 2'6"— 72'8" 2'10" 3'0" 3'6" Multiples (width) 2'8" + 5" Not Listed Aiasonite international COP-WL-MA0168-02 Not Listed Miami-DadeBCCO 02-0423.03 Application Filed) OPRatinu 47.0 imr.mi:f.iam NO 2'8" + 17 210" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application filed) 47.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 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" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assemby 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 Oakcxaff AR EK" lINF,KtlI..{[ HNIKV UOOKS H—U.—O F6_'l L.7 ^.'. owl". M? MaiOnitt If1tllnatiolldl COfpO1a(iOnOwcomM "p WW W Co wod"a inpo"emnelK meeec Wecdicalb"s. deep" Wd wodu[I dtud 1"o1M a ChWIe wMON nOIKe. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing X Singles , 2'0" COP-WL-MA0101-02 Oadd BCCO 01-1031.01 r• Hati 76.0 fit + NO 2 6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" Masonite International COP-WL-MA0103-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'D" + 210" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8"+ 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17" + TO" + 12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + TO" XX, OXXO 21" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.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 entrylor impact testing is done in accordance with Miami -Dade OCCO protocol PA201, PA202 & PA203. Oak raft ARTEK'- ,..I.....,, Ir.T W„r.. grain t•.1.Mr<J F1MY.MG4,A%.% kWT11Y DOOMS t—U. rM s—r• E—V D.— • awd 29, 2002 Masonite International Corporation our Cr nj.nwog Drograln of Droduo rrnpro,tAWM main SptCMMatrprrt, Oesrpn dM DroOu[t ottad suotect to Cttaltgt wrthwt WrCt COP-WL-MAO100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing International COP-WL MA0121-02 I Miami-Dade'BCCO 01 1031.02 RatingJLjOaLm 76.0 NO m* iX Singles rMasonito 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement •Multiplesrth) X0.OX. OXO 2'8" + FOR Masonite InternationalMiami-Bade COP-WL-MA0123-02ed) OCCO 7(Application Rating 55.0 r. , NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 17 COP•WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2T + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + TV + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3.0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also Comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. Oak waft ,AR EK" F'INr "GCA%S ENTRY ODORS Fr+T...".a rw.,. E.wrt/een a i f'_•/ S a 2002 Masonite International Corporation Out tO1111O"i11O orogn or OroOm OnolovewmN m kft soeuritmt . Oespn aro Or .1 ONAd WWI ro tOMOt -Ah" 11OM Opaque Units COP-M-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing Masonite International COP-WL-MA0106-02 Piami-Dadd• 02-0109.08 Application Filed) 70.0 r. •. r NOX Arrangement— X0, OX, OXO Singles (wid1h) z'0" 2-6• 2'8" 2'10" 3'0" 3'6" r 2'8" + 1'0" Not Listed Masonite International COP-WL-MA0108-02 Not Listed Miami-UadeO 02-0109.08 Application Filed) r* Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" TO" + 17 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'D" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 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" + 21" 2'10" + 2'10" TO" + 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" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. 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 akgraff AR EK'" e1N,:Mf, A\,i l:N7 NY nOON% Nee.A.e"eafaeraYr E"Wpew, 7 p Oe ,De ap,a29. tool Masonite International Corporation 0W fonDDDYp oppom DI p,00uc, mp,O ~4 mikes SWftg*n$ asp" ant D,DDDo Deus fuoitn ro Char," w^OW DWKe. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height -- Outswing Arrangement X 2'0" t . 1 COP-WL-MA0126-02 I t• . 02-0109.07 Application Filed) DpRating 70.0 ImpactRaled NO 2.6- 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples 1 2'8" + IV" Masonite' COP-WL-MA0128-02 t 1 02-0109.07 Application Filed) k 55.0 NO 2 8" + 17 2'10" + 1'0" 2'10" + 1'2" 37 + t'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + IT 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" a TO" + 3'0" XX, OXXO 21" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 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 Oakraft AR EK'" e' I"I.N! LASS RNIRV DOORS t„" D_ NlA' I- I.L NNI\%r. r.n Apra 29. M02 Masonite International Corporation W loMmwnp proram of pvoaw e"pio eM make fpeeMi[al . asp" OM proo"u oeDa Supiett IV ChW." wi%00 WKe. MID-WL-MA0001.02 Unit SINGLE .•.- TYRN 1" UNIT 8*1r UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYR Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. 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 08 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS 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 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apfi129,2002 Masonite International Corporation ODI COOOn-9 DF091—Ot gOduCI C"WMtM MaatS %PKAK31VM. desgn no OIo4uo dMad 10jeC110 mange wOhOW 0011M r XO or OX Unit MID-WL-MA000 -02 SINGLE DOOR WITH 1 SIDELITE tSinkI 8'10'" UNIT MAXIMUM ON CENTER TYR KEEMMEM 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Hough 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 (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. ppld29 , 0-3? Masonite international Corporation Ow' 0" , yJyidm V1 MWua .up•q+pnenl —1e1 WC.4.Wlp des. pn lnc J'xJ(1 drug f•t11eC110 C4n0t wd"dW nd14r OXO Unit MID"WL"MA0004-02 SINGLE DOOR WITH 2 SIDELITES UNIT 8V UNIT 15116' 17-1/8' MAXIMUM ON CENTER TYP. Will 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough It RO Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 010 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 of1-1/4" 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 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. M o.. APIA29 2002 Masonite International Corporation I)., caan.w,Q 9,uu n• m hod_ ::Nkalkll r11J145 14MAM,)1."n•. ft"U. Nc u.ucua 00M 5.4'KI w Wnhour Omar. Unit ' DOUBLE DOOR WITH 2 SIDELITES TYR r6'r UNIT av UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastenerRoughOpening .1, 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2.1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA Al56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 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 of1-1/4" 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. ApiBZg Y002 Masonite International Corporation our cwmvmo poor>m 01 wwo o •norovemem MAts spe[.t.e)Igns. eesron ono woaact d"M svbae' io Marge w•now "lKe XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit We - 6'0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requbemems for a specific buildingdesign and geographic location is determined byASCE 7-nallonal, 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: OOm on M111 go n go 00 fli 0000 100 Series 133, 135 Series t36 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 PA. 23 RIL. 24 RIL 107 Series' 108 Series 30e Series Series' Trus glass kit may also be uses in Me following door style: Eyebrow 5-panel with scroll Oak ,raff ARk EK r. •, •. '••/ J w..od. r-•n re. -.•d erdla< LAY! CN7 NY DOOM-S r+-"q'-'^ris"S+"'r'^.rU°°^ a C le// April29,2002 Masonite International Corporation gw COMUi,r" WOW, Co Wodio • ,"t nenr make& %WdCM*nS. Oespn and DmdUn dens SubrKS b enanee wdhwt WD e XX Glazed Inswing Unit APPROVED DOOR STYLES: 3/4 GLASS: ao 110 404 Series e10Series CERTIFIED TEST REPORTS: COP-WL-MA0142-02 FIBERGLASS DOORS FULL GLASS: 0 ,d 109 Series 11e, 120,122 152 Wl" 149 Series 300 Series series CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). aa p State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AREK" r1UlN L\\.i Lml 1 1)r1 N\ rbn.FrWHiM.rYu (xwy nrr.. c., ry-L a /V p April 29.2D02 Orr r Orr.• Masonite International Corporation ow comN " pro". of 0,00. t-C'"Mem awn spn11Kmon. engn a" 0,000 dew, s*w 10 ~Qe+ WA Witt XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size - 6.0- a 6.8' Design Pressure 52.0/-52.0 Limited wale, unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andimpact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeil 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: no C1 900 mmgo11an 00 00 M1 00 t00 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: D 00 0 0 00 00 00 00 00 00 105 Series 106, 160 series' 129 Series' 12 R/E. 23 RA., 2e RIL 107 Series' 108 Series 30e Series Series' This gWss Sd may also be used in the following door style: Eyebrow 5-11011el wilh stroll Oakcraff AR JE . r.....r.,-m I'YlA' a //rA /J/Ci"• Masonite International CorporationApril29M2 q-r temm..n •110414. 01 e,40A1 "o.O. Merin nV.rs SWO.C~%. oeven trip J•OSvc. aeua wuirn nc :nape _MW MW XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: b 004 Series et0 Series 109 series 114. 120. 122 152 Series 109 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 1e9 Series 109 Series 120, 122 Series 300 Series 2eR. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hingedexteriordoorunitconformstotherequirementsofthe2001Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O akcr aftr : ,r ARk EK e 1 `111\" :\\\I I MI Ie. l.!"\ rao,.4.wN M..p."rnv,Ow, PREM v 'i..//.-r,•• , r, Apra2B 2002 Masonite International Corporation 0. C"1~0 WoOgp mofoeucr _oro.emeMH mes %W-btHa"s. oesi. and Dwooucr s. aecr to ceonpe eneom .or¢e OXD Glazed Inswing Unit APPROVED ARRANGEMENT: t O AYO COP-M-MA0144-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Single Door with 2 Sidelites Maximum unit size . 9.0' x 6.8- Design Pressure 52.0/-52.0 Limited water unless special tbreshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure andinVad resistant requirements for a specific budding design and geographic location is determined by ASCE 7-national, state or local building codes specify tine edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 n0 u oo 00 00 El 00 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: 0 D 00 Od ° 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RIL, 23 R/L. 2e AIL 107 Series' 108 Series 30e Series Series' Tills glass kit m3y also be used in the followingdoor style: Eyebrow5-parlel with scroll Oakcraff ARr_ EK'- .,,,...,.,••T lAULNr:Ln1\ I: N'1 Ml' Ul)1)N1 npn.T•.vne rO•.p"Eller Oo•n MA• A o„•nq o••n Auld 29. 2002 Masonite International Corporation Om (onl•nu ne rxoonm or mooua --me. makes SWOKAons. ees-on and woaal del'. 50N(1 IQ (Knee wnraul.Ilse OXO Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 77 00 00 104 Series 410 series 109 Series 111, 120, 122 152 Series 119Series 300 Series Series APPROVED SIDELITE STYLES: r f 129 Series 200 series 12R. 12L, 23R, 23L 450 Series 152 Series 149 series 109 series 120.122 Series 300 Series 21R, 24l Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number, Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. " Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak riff ARjEK" 1..1"....I. I.en W„nl rt la-r,lMININ( lI\.1NS .1 1:!'.TN1' U00N.l A.ex+d F4wM"Gvr Oeen C„/-/'TA( J/M, • Ap1i129,2002 Masonite International Corporation oul Conn.., q proelem o1 Wo00q AlprOv l NakeS TOtCihutow OeSpn rr.O0100KI OtUd Sueltn 10 04"twRMul MlKt. OXXO ' I ' t Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: y wiii: tT+' t, SS 0 Double Door with 2 Sidelites MaArrlum unit site . 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 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is datermined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see-MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: oa go 00 nn Jul 0o 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0F11 00 OD °] an o0 0o 0o 0o 0o 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 RA., 2e RIL 107 Series' 108 Series 30e Series Series' This grass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak gaff AR EK w.....1.. ——O pIIIIIN< l \\\ I N'1'NY UnOXt N0n•t..a.rM riDwQr+.6wt Deg. A April 29,2002 Masonite International Corporation Out C0nimu." MOelam 01 p.00ut1 m.0.0rtnlMl mast$ SOtC,k314nS. OtS.en at10 0100tt" 0tlan 4u0110 l0 Cnanpt .0ou1 n01-Ct OXXO Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 0 0 0 a: 11 00000 104 Series 10 Series tog Series 114, 120. 122 152 Series 149 series 300 series series APPROVED SIDELITE STYLES: r 0- 129 Series 200 Series 12R, 12L, 23R, 23L. 450 series 152 Series 1e9 Series 109 series 120, 122 Series 300 Series 21R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak,raft AR4 EWN•,•,.,111. awn 1-L.1;LA1\ L-1 —.—.11 —t—, Do April 29, 2002 Oa le"," WOWS- OI Wuaua-01"C-W mNes smftpom ersv- V4 WOOOCI etoA SAW 10 Ci" WOW M,Ct PRfibL7 %.//....... Masonite International Corporation t, XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . W x 87 Design Pressure 40.0/-40.0 Limited water unless special dneshold 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-nalional, state orkcal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as e0e Series oa 00 822 Series 108 Series U Oak ra ft- I AR EK" t..I.:..I..,. I InLMf LAIC Lei l'KV UVUK) ebn.A..w.O rr..p... E."D°^^ SEl April 29.2002 Masonite International Corporation Ow Conl,numi; a,oglam or WodW mWoveMeM makes $peCdhanon5, oe$i9n aw ploouCl oelao 1uWltl Io Cnarpt -1hoW nolKt. XX t 1 t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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 IKurtBalthazor, P.E. — License Number 56533 Oak raft ARk EK" r 0rr AprA 29 2002 Masonite International Corporation ourcoM-y" vow"m or pro0ua mDro. erx mHes sDecikHam. pespn Am Woeucr eNaA S.toct 10CN"t r 00.1wKe XO Or OX t 1 1 Glazed Inswing Unit r APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Madmum unit". 6'0' X 8'0' Design Pressure 40.0/-40.0 Limited Ureter unless special fteshold design Isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant regultemems lot a specific building design and geogralitk 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 — seeMAD-WL-MA0003-02 or MAD-WL-MAD006-02 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: DID g0 00 822 Series 1/2 GLASS: n El 00 e04 Series 108 Series r_ Oakcraff AR, EK" n.l n 1 c d fMCMM"(./.11 An,d29 2002 Masonite International Corporation qw Wn4nwna p,ogam 01 INOOod bMOvtmtnl malesspmlRilom. come. ." e.4n.O etHd Wu^l W lnanet ". ft.1 .0K, XO or OX I f Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: H 0 1 10 Series 300 Series APPROVED SIDELITE STYLES: f 450 Series 852 Series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. - Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR EK" I- IOL'N .LA%1 LN'r NY 1)/)1)N1 IaNwl..yr.I aar.•aUD E•w)fher. LI Mn r /jA LJ f Aple29. 2002 T O. r Des•. Masonite International Corporation oko CommWOe WOWam 01 etodua N00i0 tnl makes SDecifKato"S, OOP and 0404u0 dela. l WNW10 CNanee wu000 M1'Ke. OXO Glazed Inswing Unit COP-WL-MA0149.02 81'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maldmum unit sin. gr x or Design Pressure 40.0/-40.0 Limited water unless specialthreshold design IS used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a spedtk 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 — seeflAAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: - Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 822 Series 1/2 GLASS: n - n 00 ago Series 108 series U O akraff AR EK" ,..1.,...,. ,..- M'..a r:luLM(:LASS L.41'— L)W-R i—T--I—,.... t-1D.«, fJt'leaiw^n (rJ/ .:... a April29.2002 Masonite International Corporation OW C~U" pogliT or poauCl .n%Dl eTMr Tiles SDK,h"IgnS. ati.on ioa D,DMAI detail suoiM to caioet wnhoul noece. OXO ," ", , , Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: i yx1: Mseries 300 Series APPROVED SIDELITE STYLES: i e50 Series 852 Series $to Seri" 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 sues constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak gaff AR EK" ela ENGLAsa ENIXY DOOMS H Ts7 dFft i e.W0— Aphl29.2002 Masonite International Corporation Our co am v proprM of Moduo vnororemew mMeS IM11K3100eS. oesro^ Ind MOW eeud SVW10 C"t without notrce. A OXX0 + ` t t I Glazed Inswing Unit 81'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 4 i O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size a 12'0" x8'0' Design Pressure 40.0/-40.0 Limiled 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 delermined by ASCE 7-national, state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: Om 0o 00 822 series 112 GLASS: 00 4.04 Series 108 Series Oak ,raft AR EK' e Jere n aa'F1\e•1 1. iHL!K(;LA\\-LN rky Ul)1)N\ W+1•e•Meef.w Erw) Dow. r a\U.'WI\ . o Oeeu.a Dee.• ApIx29,20D2 Masonite International Corporation du, tonlmwne woerarnofolodu(1 a oro,e neM Taal% SPKdJ at*"$. de%gn and droducl OeUJ %ubpeCt to Change w11DOu1 DDIKt. OXXO t t t Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: s 810 Series 300 Series APPROVED SIDELITE STYLES: x 450 Series 852 Series 810 Serbs 300 Serbs CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end railt constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, PE. — License Number 56533 Oak rl .•aftta AR EW o.L 1'1111 A(:l.\\1 l•"M'r"\' 0110,t N .—rp.a0"E•wrDow. Apr, 2% 2002 ow tommuwe program of faopua wov " makes 30eGfrtafonf. Oepon amf pru,"el 0144 S09010 C"t wdrgw nolr.e r ltUa"I r.rJ.nn ebOu.re Doe•. Masonite International Corporation XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed To" x 6'8". Double Door Mldmum unit size - 6'0" x 61" Design Pressure 55.0/-55.0 Umited water uMess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements to a specific Witting design and geographic location is determined by ASCE 7-n tional, state or local building codes spedy, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — seeMAD-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: na oa 4 na an au na 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: an as as nn an as 105 Series 106, 160 series' 129 Series' 12 RA., 23 RIL. 24 RIL 107 Series' 108 Series 304 Series Series' this glass kit may also be used in the following door style: Eyebrow 5-panei with scroll Oakcraff AR' C., ln.S lNl u SUN. HwruerN le..r.0 E.wl Doe.+ C.,(..// .... e Aprx29.2002 Masonite International Corporation 0., tonunu..p D•oe.am of o•odecf .norortme.d ma4t sotGdi(rlpnf. design rnd WOW dies SeD"n to'"t eA.., noKe a a XX Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: o U01 as an 404 Series 410 Series CERTIFIED TEST REPORTS: CTLA-805*2 109 Series 114. 120,122 152 Series 149 Series 300 Series Series 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). aaf3 r A ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR k EK" r.. .,..., 1'IUl"t L \\\ I N'fM\' UUll lit No..R.IwN ia".LO"LMr, Dawt npra29.2002 Masonite International Corporation OW Conhnu ne Droeram of er0-1 mWOvemCM mNes SDLC IK]Igns. Oesgn ano eroaocl eelaa %,!heel to thanet wOho,t nolKe _ XX Glazed Outswing Unit APPROVED ARRANGEMENT. 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Maximum unit size = 6'0- x 87 Design Pressure 47.0/-47.0 Unified water unless specialthreshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements fora specific building design andgeographic location is determined by ASCE ?-national. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see-MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 40e Series 00 as 822 Series E] 108 Series U Oakcraff AR k EK" E..,.,...,e WD.rd.r.a.n Tr yrga HOCne:LASS LN'rN\" UOe)NS N.n.l.•MNeD..E„r Ewv,Ow, y C.' I"I{U I a. i Apra 29, 2002 Ow coD ~. DrOe,Em aw0" m,p.OVM,e01 Masonite International Corporation m)\ei $PKII-1-5. 0019e )M WOW oeua wb en W ch"t .Orow .0ce 4 3 2 1 25 CA STEEL SKIN)U NtTrolcO.uE sTxEs Tan 16 REVISIONS j 1ED 1OG ' ) REV. NO. ZONE: DATE. ECN NO. APPVD: DESCRIPTION E A 1 82 II/00 - MWW GTY (1) WAS (2) FOR TRACK 80LT taPTToxAR"XsaESECTION 20 G AM. END STILES AnACHM ro DOOR DOORK Nsmint (TO Sw) i sKN Mnl1 00". A ..M. PAtpEiED TOOT -LOG vm kj (TOP. . VIEW V, sTEfJ. 2= MSSATOMOODAYIBMTn1-s/M' M000 u0 sDREMT, LISTED leemnr5 0* 2= rLASAYARABLF AS AR aPT1oN mew V EL TRACK"HICK E45: DSO• 1-101 M10—ml M LZ3 I(4) TRACK IIRACKETS PER we 1. r x 20 G U-wes f U-Bws TRACK PATTERN OE T1ro U-WRs ioxammoSEDIIDN, oNE u BNs aN HE (TLJ OF sEDTTON, ERG) /1wn' SHEET 11ETK SCR,*` 1 OPl1oA ML NrS AYEN OPIIONOU131KNERD LOCK POE/IgN H MAX GOON WIDTH - Ill'-O' O 1/•'/1. 4Elf TAPPrIC SCREM'. II u ran LANCES fe Hy wmmlsnulr NWfF NOTE 1, C. OOOILS UPl P To r-9' IMpI OONAST OF {) SECTIONS ((SqMry )) FRONT FRAME WITH U.Y. RA9NR ADMI'D. W SCREWS Wr )Y ) DOORS OVER 7 -0 NKNTOP ( SECTIOES (NOT SHHTWRI). COMM ON OUTSIDE SIRFACE (BUR Nm ROpNED) ro PAMW A RUSH f OMM STOPNowDNc BY DOOR INSTALLER ER (TOSUIT) ACE MOIe20NIK JUM 00 HOT TRMMT R LOAD. OR SCREW 2.6 lE1A.OM PNE .NNB 20 G IRK. OKv. SIFE11 END SREE 1 n n I 2' RROc 1/8 pACRt Ium2O G /SLY. SSTE REND SIRE B N0K RNSIDEsumoIB-A ATIACHIM _ 12 G GLv. 5WOO TRACK MACKC75 FASiEDroMOoOAWBaGWH. S1Et1 ANm /RAJ/!' PIN NFAO SLEW WITH ONE S/1091-Sn' LAD SCREW TEEL BM H.' GA1ED MRN 0-10 NN. (rO Stl1Ew5 PER UIE) a x1 ONT CflH1ES (C-Tq OKYANNYq, WHED- ON PN1FN, M 2/' COTTERS f2000 PS W. COKRk7EI p1 PER TRACK BRACJfEf. AVID A WEED -ON POLYESTER S u 1//•M• iN'COM BOIETS ON 17-I/1' Ct1OERS (2DO0 7/le' ID. R011ND .=s, top COLTAPPLIEDroBDTNPS1M. RAalms NCWOm e1N fAsmHR (aec PER S S OF STEEL SKIN. 12 G GKY. STEEL TOP ONTO VERTICAL TRM]I. IB G CALY. 51FEL CENTER HHNGE ROVER BRKTTET. EVuI ONE SNP LATCH ON SEFE ANGIORS, i' 0.0. W. RASHER REODRD 2• GY.v. STEEL MACK FASTENED TO 1a G fxv. 57EE1 Ral1E7r rRNCES F ro NiT71. S14Es M(I) BRACKET ARACNFD R/({) FMl1 90E OF DOOR. WITH UPCONS ANCHORS YAT BE COUNiE76uN1( 12 G CAW. SIM TRACK BRACXEM fASIfNEB TO END SIRES EIC11 M/(I) ttr5 B SNFET NETK SCIIEMS. IIIw/B' SHEET NETK LATER. STILE ( MDL#nwACL)Nptl2 NOT TRACK Z TO EACH BRACKET /I11d//4 SHF,Er METKSORETRS N1D SNP LAP JOINTS. SCfE1Y5. TRANSRTn IDID. 1RTIH oNE 1 s•dn' BOLT k Nor {i) TJAxJ/1 sETF TAPvrID SDRErrs PER END MINCE OUTSIDE KETFD OR TWO 1/A- OW IWOEM NAtIo1E END S kE 2' OM SHOT STEM. 10 HALL STEEL ROLLOL Do 11 HIGE. STEEL EACH STILE .TeNB„CDlstmeeT>Qy WRK RESTE%1M, Pl. FASTENED ETID MFP.RwRON OF JAYBe RY 01NFR5 f ELO0.1M P.E. #MIBS SHEET METAL T/AS/e' RH90E IHA1HOlE NORTH CAWLAYA P.E. 023e32J• ?ALL U.BAN a (I) I/1•xJ/1' SETT )DSS LOCK BVt 20 G OKV. STEEL TKPMG SCREWS. SUP 1ATrsH LOOT OPTION ENGCES N Wl Yaw STRENGTH: 50 KS TRACK ON TIE OTSNN a iTE SAPPORING STRLICRNAL ELEMENTS DESIGN LOADS: +24.0 PSF 4 -24.5 PSF Dun" EACH SIDE M THE RESPdSBRIFT OF THE paa113SIO AL Of TEST LOADS: +36.0 PSF k -37.0 PSF d HANDLE OF DOOR RECORD FOR THE SURDNG OR SIRUCTAM AND N ACCORDANCE r TALL . 20 G GV.Y. STEELU-WS FND SLIDE BOLT WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON N Ax-1-2-1 PATTT]RNr pp E 1110 U-BARS STILE LOCK ENCAM THIS DRAMkIG aK.u. wNO YIL .• PART NO.: On BOTTOMSECIIOIH, ONE U-BM ON NEXT INTO VERTYx r SECTION ETC . EACfH U-W ATTACHED TRACK ONE wxw s1RRAa oM1..IR. 3I2 TDBCt T 5LL TROD TANG 9G9L ON IDEAL PER sfiELburaH. FiaH SCE r UPS. rwiowe~"N°ilmuasoD. TOLERANCES - TIG 06 OM 45202 EACH DOOR. NArnIAAN1 A-W or Aw Hwt T/L No. 1-I}331 4800 r r. K-.a .w. 4HIErrH1, .0 - l.03 sommOS.damm F. NCH 1-513-762-3519 SECTION A_. EdAf .TEWT , A4ti L.Rr -.L TO 0 W .00 - t:ZIS DESCRIPTION:. MODEL 6RST W4 I6-0 x 6-0: 24/-24.5 DESIGN LOAD aH--w UAA nrRw HART AERIAL a .000 - t .005 13 CH L.1LY. (2) BORON MALLET. Reeap. W y1. ywU ur 000O . t,DpT DRAWN BY: 8MM DATE: 4/1e/00SCALE: NTs DWG. R AAAHM M1M {x) h1e/e SNF£r fTK S7EY5. ?/ '°"' N-• °'""rD°° CHECKED 9Y: MWW DATE: 4 16 O0 SHEET 1 OF 1 SIZE B AWHNW ERTRUSON / Jj0egreeB - st/2' / / A IMTL MEATIE% 7PoP. Third lo zj-tiAng OWfNSpZmEs.1 DWG. NO.: 102138REV. NO. i 4 3 2 1 r; 4 3 MODEL• 6RST MODEL: 4RST 25 GA. STEEL 24 GA. STEEL SK)N) SKiN) OPTIONAL DSB CLASS OR LISTED AVAILABLE 1) INTERMEDIATE STILE ec BOi JTES SEE SECTION B-8) 20 GA. AM END SIRES ATTACHED TO DOORAgIMETNANEADS= CEtfTER) ry WITH PATENTED TOG-L-LOC SYSTEM r' '—A op.BOTTOM * CENTER). It pffn m ir l REPORT#9606C j 25 GA. MIN. GALV./ am SOLOOKLES} STEEL SIM COATED WITH A RNtED-OH PRWER, TWO POINT LOCKINGAND A BAKED-Ok POLYESTERTOPCOATAPPLIEDOBOTHSIDESOFSTEELSIGN. ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE SOLTI 5nLEk LOCK ENGAGES INTO VERTICAL r-- ONE S .—. iIIro" ''— A OPTIONAL OUTSIDE ED LOCKKEY LOCK ONEACHEACH R. I'_— MAX. DOOR WIDTH 9'0' 144/8' SHEET METAL SCREWS BOLT 2 REVISIONS I t I A4 1_11/00 1 - I MWW I OTY (1) WAS (2) FOR TRACK BOLT 2' TNat 3' TALL U-BAR 20 GA. GALV. STEEL err Ill" GALY. RM MP 14xS iil`/L SNP LAP JOINIS gsENDHINXEACH 14 gm 19Hmw4Iaxs TAPPV4 ScRS. TALL x 20 Ok "V. VFFI. U-9VL ONE U-6Ut R SWn0N. EACH UAIAR ATfAbft aINIWD1/45r3/4' SELF TAPPSID O HORIZONTAL TRACK SUPPORT BY1 DOORUaTMIER (TO SUIT)l D 13 GA. GALV. SIM FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/18'x1-5/8' WOOD LAO SCREWS. V=* DOUBLE TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR mw r2' GALV. STEEL TRACK. MIN. TRACK THICKNESS:.060' TYP. 2-1/2'02 GA GALV. STEEL TRACK BRACKET, 4) TRACK BRACKETS PER SIDE LOG111ON. L31R TOP BRACKET DOU& K£ HORIZONTAL NOTE 1. DOORS UP TO 7'-0- HIGH CONSIST OF 4) SECTIONS (SHOWN). FRONT FRAME WITH U.V. DOORSOVER7'-0- HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). COATING ON OUTSIDE SURFACE IB F MACK p pgiM13 (IA (41LV. SIFEL BOTIdI LOW HEADROOM OPTION T/ 4 xS WASHER REQUIRED. LAG MOO' CETITM2T O.DCREWS MAYBE ABN. l EEUL s s. n. 14 GA. END HINGES t8 iN1ERuPTaATF M (BUT NOT REOUtlIEO) TO PROVE A FLUSH MOUNTING 1/B ACRYLIC LITE W1tHDOw LJTE SCRE y SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, SECTION B-B SigVIEW 'C'CSECTION A -A (SIDE NEWT 2x6 YELLOW PINE 8 ( 14' PAN HEAD SCREW 0SCREWSPERLITE) END 2000PSfWN. CaNCR£Tc COltwu . MOLDED 8.1510ESTOPMOULDINGMIN. AL DOOR INSTALLER (To SUIT) 3 8 x4x SLEEVE ANCNGRS ON 24'pl6TER5 (BOTH LITE RETAINER STILE 20 GA MIN. GALV. STEED. END STILE INTER . C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1 /4'x4' TAPCON SCREWS ON 24CENTERS (2.000 ONTOVERTICAL TRACK. 20 GA GALV. STEEL INTER. STILE PSI MIN. CONCIM. WASHES INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS. V 0.0. MIN. WASHERS REOUIRED EACH SIDE OF DOOR. STEEL TRACK/ w1TH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BRACKETS 1FASSTEMTDWOODJAMS-.- ;BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE M0URIT3RG SURFACE, HORIZONTAL JAMBS 00 NOT WITH ONE5/16'xt-5/8' LAG SCREW TRANSFER LOAD. outS10E KEYED HANDLE PER TRACK BRACKET. \ 18 GA CALV. STEEL CENTER HINGE HANDLE ` END 4FaSTENEl; TOMUTER. 5TILE5 W 4) STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF 0". C 2' Cr7LY. STEED. TRACK 14x5/8 SHEET METAL SCREWS. OUTSIDE KEYED OCK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TO EACH 14 GA GALV. STEEL ROLLER HINGE FASTENED TOENDSTILESEACHW4) INSIDE HANDLE LOCK BAR LOCKING WITH ONE 1/TRACK 4D K5/8SOLT& NUT ET 4) 1%48 ETAL x3%4SELFTAPPINGSCRLIVSPER END HINGE. ITCIDF KEYED LOCK DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. OR TWO 1/4' OIA RIVETS. SNAP LATCH K OPTIQ TEST LOADS: +37.5 P.SY. A: -48.0 P.S:F. PREPARATION OF JAMBS BY OTHERS 2' DVL SHORT STEM, 10 BAIL STEEL ROLLER. JAMB« aow oi. xKa w< Pam N sux PART NO.: - xR xxMAwet° wt 0xaxs} Imp,,"""' a TOLERANCES .. IDEAL 3I2 tNMxt . _ tE00 a r K + l aI 45M THE SUPPORTING NOTE 2- T}RE ORESP SECTION C- C STRUCTURAL ELEMENTS A 1..4 rM xw. «wl., r swbAw A . i.03 OAtl WRGI IAR I= MML Ihf33--M-35I9 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF S THEPRRECORDFOR TFIE BUILDING OR FOR AND IN ACCLISTED MARK WESTER FIELD, P.E. WHIR CURRENTBUILDINGCODESFORTHELOADSLSTEOONFLORIDAP.E. L iw.A b br iwrw. FBI . Y rrw Mhws» xw w a b r....re w..°.a`P 00 >• t. Ot3 000 a i.003 0000 . t Ot DESCRIPTION: MODEL. 6RST W4 9-0 x 8-0: +25/-32 DES" LOAD DRAWN BY: BMM DATE; 4/18(00 SUALE: NTS DMC.D litS 48495 /./ NORTH CAROLINA P.E. /23832 7 IAua, swe. e Om.r.1.. CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 ISIZE J7 OwOI ARE a p&m DWG. NO.: 102137 1 REV. NO. t 4 1 3 IT, 2ORANGE COU 1 l Div. CORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION k Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 4 1 Builder: DR HORTON Address 220 02(4Dt C . Permitting Office: City, StaW:Z4p c`'- o Wit- ` - Permit Number: Owner: -j. V.. ,t Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 60.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.05 4. Number of Bedrooms 4 i b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ftz c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft= _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.25 _ d. Tintlother SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised W*A, Adjacent R=11.0, 460.Oft- c. N/A 14. Hot water systems 9. Wall tic a. Electric Resistance Cap: 50.0 gallons a. Concrek int Insul, Exterior R=3.0, 876.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ftz d. N/A c. 1Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 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. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:Si I•dZ, DATE: 03 . oZ I hereby certify that this building, as designed, is in ompliance with the Florida Energy Cod OWNERIAGENT: DATE: 0 • I Co - C)-6 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIALPLAN j UY-MEWED DATE: CITY OF SAN ORD EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPMPoints Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As43uilt Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 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 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®lFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 ft EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 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 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS:... PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water = Total Points Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 185" 4898 10495 33937 PASS EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 v ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, ifmulti -family 1 _ SEER: 12.05 _ 4. Number ofBedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 112 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wctd, Adjacent R=11.0, 460.02 _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concretb, Int Insul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Aa- Date: 10 (0 •C Address of New Home: 2"2 -) ` City/FL Zip: 7 E t2 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarrudesignation), 1 your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.2) FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.fL window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is Installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. AA.92 ATHFD DDFCC_DIDTIVG Ug:ACI IDDC fmaac* loft mn*-------- l 4 k.. -11 ...—:-1....--- COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons p2r minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONiNG,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.62D6 Phone: (407) 831-2665 Project o # For: DR HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftZ) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency/ Heating Input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh Q 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 40600 Btuh Latent cooling 17400 Btuh Total cooling 58000 Btuh Actual cooling fan 1933 cfm Cooling air flow factor 0.054 cfm/Btuh Load sensible heat ratio 82 % B01"alic values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed At;. Wr 1g0j-jtSC>t~C RigMSuite ResidentW- 5.0.64 RSR26015 2002-Feb-28 13:29:06Z& EAFNesWftd.\2879\2879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2685 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 W x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 *F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 W x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 *F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 1 0.68 x 43 gr/Ib moist.diff. x 153 cfm 4526 Btuh rroceaure u - tqulpment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 *F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x Equipment load 0.98 sizing - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold4tallc values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghts©ft Right -Suite ResidentialTM 5.0.64 RSR26015 2002-Feb-2813:29:06AME:tFilestdrhorton\2879\2879REVD.n;r Page 1 RIGHT-J WINDOW DATA0DELAIRHEATING,AIR CONDITIONING,R lob: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 3274"208 Phase: (407) 831-2M'. 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 LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n' se a c n 0 d 1 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 At. wnghtSofit RighLSuite Residerdial^- 5.0.84 RSR28015 2002-Feb28 13:29:06mE:\FilesWrhorton\2879\2879REVD.rsr page 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 vvrightSOft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 AM E:\FUes\drhorton\2879\2879REVD.rsr page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: Im La. 1RoomName of roam Entire House LIV/DIN/FOY LAUNDRY RM WICjMANUAL2Lengthof, exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 It heat/cool d 8.0 f1l heat/cod 8.0 It heattcool 8.0 ft I heaticool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg I Clg ft2) Htg Clg UP) Htg I CIg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 walls and c 13C 3.2 12 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 6 Windows and a 1C 37D 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0- 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0•""` 0 Hoe 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 3711 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2A 862 3972 1775 229 1056 472 0 0 0 88 406 181 exposgtf b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 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 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 355 9454 30391 91 24241 779 181 479 154 0 01 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 8W Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 100% 3725 10°/ 859 10% 118 101' 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10% 3234 10°/ 605 10°/ 107 100/ 26 19 Total RSH gain=(17+18)'PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (cfm) 0 1933 0 362 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wregihtsoft Right -Suite Residentialm 5.0.64 RSR26015 2002-Feb-28 13:29:0614EZAE:\Filestdrh rioM2679t2879REVD.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2079 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6208 Phone: (447) 831-2665 MAIVU I J: tin ho. 1 Name of mom SITTING RM MASTER BATH ` MASTER BEDRM MASTER HALL BATH 2 Length of oxposed wall 10.0 ft 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 ftl heat/cool 8.0 ftl heat1cool 8.0 ftl heat/cool 8.0 ft heavcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO Htg I Cig Htg Cig Htg I CIg f2) Htg I Cig ft) Htg Cig 5 Gross a 14B 4.6 2.1 80 88 104 0 w»" Exposed b 12C 2.9 1.9 0 0 0 0 w• w»a walls and c 13C 3.2 1.2 0 0 0 a~' 0 partitions d 0.0 0.0 0 a.w. 0 aw» 0 wa» 0 e 0.0 0.0 0 0 www. a» 0 0 f1 0.0 0.0 0 aa 0 0 waaw a». 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 w'« 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0""' d 0.0 0 0 0 0•"" 0 0 0 0 a 0.0 0 0 0 0'~' 0 0 0 0 f 0.0 0 0'~' 0 0 0 0'~' 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NFJNW 51.4 0 0 0•~• 0 0'~• 0 0 0 Coding ENV 0.0 0 0 0 0 0 0 0 0 SEJSW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0 0 0'~• 0 0 0 Horz 0.0 0 0 0'~' 0 0- 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposgd b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26,61 8.6 16 426 1371 16 426 137 16 426 1371 0 01 0 13 Subtotallm=6+8..+11+12 1444 1494 15W 0 a. Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10O/C 144 10 OA 149 10°/ 159 100% 0 15 Total loss =13+14 1588 1643 1753 0 16 Int. gains: People 300 0 wa 0 0 aa» 0 1 300 0 0 Appl 1200 0~ 0 0•«' 0 0~ 0 0 0 17 Sublot RSH gain-7+8..+12+16 ww 1027 1044 1377 0 Less external coding 0 0 0 a•» 0 Less transfer 0 0 0 0 18 Duct gain 10 103 10 0A 104 10"/ 138 100A 0 19 Total RSH galn=(17+18)'PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20 Air required (dm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WR irCf 1tSQFt Right-Sulte Residential*" 5.0.64 RSR26015 2002-Feb-28 13:29:0646E:1Files\drhortont2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANVAL J: fin hm 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12A ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 It 11.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ftl heat/cool 8.0 ft heavcool 8.0 ftl heat/cool 8.0 ft I heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig 1`12) Htg Clg OF) Htg I Cig mg Clg OF) Htg Cig 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 Walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 a 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0- 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0"' 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0- 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0 0 0- 0 0 0 Horz 0.0 0 0 0 0 0- 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 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 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13A 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 53 1411 454 10 266 86 15 3991 128 0 0 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 566 10°/ 154 100% 192 10 9A 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People @ 300 4 1200 0 0 0 0 0 0 Appl. @ 1200 0 0 1 1200 0""' 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gam 10 549 100 231 10° 157 10 4219TotalRSHgain=(17+18)"PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 20 Air required (cfm) 0 328 0 136 0 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr yi 1It5Oft Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06456KE:\Fileslditdon\2879\2879REVD.rsr Paw 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 MANUAL J: fin La. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 It 15.0 ft 28.0 It 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 It 16.0 x 12.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 111 heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I CA9 Htg Ct9 m9 I G9 Htg I G9 Htg Ci9 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 r«' 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 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 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling E/W 0.0 0- 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C Z9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 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 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 90 2397 770 151 399 128 151 399 128 13 Subtotalloss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10°/ 906 10° 151 10 188 15 Total loss = 13+14 9968 11i62 2070 16 Int. gains: People 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gam 100/ 872 10 133 100/ 167 19 Total RSH gain-(17+18)'PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (dm) 0 521 0 791 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr'a j1-BVSOfit Right -Suite Residential"' 6.0.64 RSR26015 2002-Feb-28 13:2906 E:iFilesWrhortoni2879t2879REVD.rsr page 4 7 bath d cl to roof cap a/Pon Nust have a nWk%m clearance of 4 WKties around the olr handler per the State Energy code. All duct has an r 6 kwAntlon value. rl A oZ A g bath OM t roof cap ran W* Ncap W WH 4/C SLAB Q 2 MIN WALL a¢taP Rating ry r O ON rdm pp \ O A 0i o' r N m w > Z 0 Z a 3 O 5 Q k MiTek October 2, 2003 MiTek, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5334 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 : I4544572thru I4544594. Total: 23 drawings. Job :DR2879E o-L C— Builder :D.R. HORTON Location :STANDARD MODEL 2879, ELEVATION E c,t. Q, 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) 23 Truss drawing. 2) Truss Index. t October 2, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2879E Trussesinduded=23 0,'1DR2879E\a.tre" 14544572 1,"\DR2879E\alla.tre" 14544573 2,"\DR2879E\a7a.tre" 14544574 3,"\DR2879E\a9a.tre" 14544575 4,"\DR2879E\ag.tre" 14544576 5,"\DR2879E\cl.tre" 14544577 6,"\DR2879E\cg.tre" 14544578 7,"\DR2879E\cg2.tre" 14544579 8,'1DR2879E\cgab.tre" 14544580 9,'1DR2879E\cs.tre" 14544581 10,'1DR2879E\fg.tre" 14544582 11,'1DR2879E Are" 1 4544583 12,'1DR2879"1.tre" 14544584 13,"\DR2879"Itre" 14544585 14,"\DR2879E\k.tre" 14544586 15,"\DR2879E\kl.tre" 14544587 16,MR2879EU.tre" 14544588 17,"\DR2879EU1.tre" 14544589 18,"\DR2879E\m.tre" 14544590 19,"\DR2879E\ml.tre" 14544591 20,MR2879E\s.tre" 14544592 21,"\DR2879E\s'htre" 14544593 22,"\DR2879E\s3.tre" 14544594 4 NO.45161 t STATE OF liv At oRl NA1e March 3, 2003 pweRMM - Vor & dev4n pamnseto tr and XILW NOMS ON TWS MD MVZRSC SMS SaFORB crass. •• •• Design vasd for use onty with Welt connectors. Thb design Is based only upon parameters shown, and Is for an individual building component to be Installed and boded vedicaty. AppMcobMy of design parameters and proper Incorporation of component Is responsWSlty of bulding designer - not truss designer. Bracing shown is to lateral support of Individual web members only. Additional temporary bracing to insure stability during construction Is the iesponslbllily of the erector. Additional permanent brlsc" of the overall structure Is the iesponsibMlty of the building designer. For generai guidance regarding fabrication, quality conhol, storage, dell"iy, erection and bracing, consull QST-85 Quality Standard, DSI.89 tracing Specification, and HIB-91 M Tek® Handling Installinqand. tracing Recommendation availablefrom Truss Plate Institute, 583D'OnbohDilve, Madison, Wl53719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. C1 2. Cut members to bear tightly against each14other. Q0NEcM 3. Place plates on each face of truss at each For 4 x 2 orientation, locateU Qjoint and embed fully. Avoid knots and wane plates/e"from outside edge of a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords Iicespoat /4 length(* 6" fromI. - panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt JS J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA iCB 17.08 Indicates location of required 40,10 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. M Teke 0 TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O IM M tek Holdings, Inc. FORM016,019 HMRO,A/R A- w Job russ russ ype ty y 14544572 DR2879E A ROOF TRUSS 20 1 Job Reference to tional) s e d e n ustnes, nc.I nu e age 1-0-0 6-0-12 11-7-0 17.1-4 23-2-0 1.0-0 6.0-12 6-6-4 6-6-4 6.0-12 Scale 1:41.3 Us = 4 6.00 12 20 \\ 2x4 3 5 6 2 ILII$ 3x4 = 6 7 3x4 = 3x4 = 5x6 = 7-10-13 153-3 23-2-0 7-10-13 7-4-5 7-10-13 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min 1/defl = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6-1075/0-3-0, 2=1166/0-4-0 Max Horz 2 =167(load case 4) Max Uplift6 = -481 (load case 5), 2=-5600oad case 4) FORGES (Ib) - First Load Case Only TOP CHORD 1-2-17, 2-3=-1693, 3-4=-1469, 4-5=-1473, 5-6=-1699 BOT CHORD 2-8 =1502, 7-8 =1031, 6-7 =1508 WEBS 3-8=-351, 4-8=529, 4-7=536, 5-7=-357 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per,FBC2001; 120mph; h=25ft; 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 481 lb uplift at joint 6 and 560 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 AWAKWNG - verW design parameters and READ »oral ON rarS AND REVERSE SWZ Barons USE. vaseassallp Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoipoiatbl>g nofcomponentIsresponstyof building designer - not hues El designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary Wocing to Insuis stability during construction is the responsibility of the erector. Additional permanent Wbcing of the overall shucture Is the iesponsfbtllty of the building designsi. For general guidance regoiding tobiicotbn, quality contioL st togs, delivery, siectlon and Wocing, consul) OST-88 Quality Standard, DSI-89 Srocing Specification, and HIS-91 Handling Indalllnp and Bracing Recommendation ovalloble from Truss Plate Institute, 583 D'Onohb Dilve, Madison, W I $3719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 * 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. e J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against eachac3 other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O - , Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of o a at joint locations. truss and vertical web. a a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromCkpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, sue 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 site, 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 chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer, 15. Care should be exercised in handling, ra PANEL CLI1P erection and installation of trusses, 41993 Mitek Holdings, Inc. FORM018, 019 JWMRO-AIR® A„•, '* . R Job I russ runs ype ty y 14544573 6R2879E A11A ROOF TRUSS 1 1 Job Reference to tiona1) s e I e Industries, nc. u Feb 27 13:03:57 2003 Page t 0 01 5-9.4 I If-" tom+ 17-4-12 23-2-0I 1.0.0 5-9.4 5.2-12 1.2-0 5-2-12 5.9.4 Scale = 1:45.9 4x6 = 4x6 4 5 6.00 12 3<-- 3x4 3 6 co0 6 7 2 I 30 = 11 10 9 8 3x4 = 2x4 11 3x4 = 5x6 = 2x4 II L 5.9.4 11-" , 12-2-0 , 17-4-12 23-2-0l 1 5.94 5.2-12 1-2-0 5.2-12 5.94 Ste Offsets LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0,08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 =1071 /0-4-0, 2=1167/0-4-0 Max Horz 2 =161(load case 4) Max Uplift7=-4740oad case 51, 2--557(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11 =1624, 10-11 =1624, 9-10- 1 124, 8-9 =1638, 7-8 =1638 WEBS 3-11 =132, 3-10=-579, 4-10-336, 5-9=340, 6-9=-595, 6-8=141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25f ; 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 474 lb uplift at joint 7 and 557 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.11451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNG - Var{& design parameters and R6M NOTES ONTHO AND Rlli SIDE" BBFOR6 I i6. s'r Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertlaally. Applicability of design parameten and proper Incorpaation of component is responsiblilly of building designer - not huss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability duwing conslructlon is the responslbllily of the erector. Addltk>nal permanent bracing of the overall shucture is the responslbOy of the building designer. For general guidance regarding fabrbatlon, quality conhol, storage, delivery, erection and biotin=, consult OST-66 Quality Standard, DSS-69 Bracing Specification, and HIS-91 Handling Installing and Bracing Recomemndaflon available team Truss Plate Institute, 583 D'Onofrb Delve, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13t. * 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 eachc2Q other. a WEBS . J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a = at oint locations. I truss and vertical web. as o 4. Unless otherwise noted, locate chord splices at 114 length(+ 6" fromCSC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal rotor to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019,019 HMRO-A/R@ 4 s P. ob russ Truss Type ty y 14544574 DR2879E A7A ROOF TRUSS 1 1 Job Reference (o banal) s e r e n ustries, nc. u Feb 27 13:03:58 200T-P-ag—e-T-- 3-" i 7-04) 11-7-0 1 16-2-0 1 19.4-12 I 23-2-0 1-0-0 3-94 3-2-12 4-7-0 4-7-0 3-2-12 3-9-4 Scale = 1:40.e 5x6 = 20 11 5x8 = 4 5 6 6.00 12 2x4S 2x4 i 3 7 a A s 2 I 3x8 = 11 10 9 3x8 = 30 = 7x6 = 3x4 = 7-04) 11.7-0 16.2.0 23-2-0 7.0-0 4-7-0 4-7-0 7-" Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.17 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.23 10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min 1/defl = 360 Weight: 140 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-10 oc purlins. 4-6 2 X`6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 2140/0-4-0, 2 = 2231 /0-4-0 Max Harz 2=119(load case 4) Max Uplift8=-1132(load case 5, 2=-1211(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1.2 =19, 2.3 = -4270, 3-4 = -4038, 4-5 = -4301, 5-6--4301, 6-7 = -4038, 7-8 - -4270 BOT CHORD 2-11 =3802, 10-11 =3662, 9-10=3662, 8.9=3802 WEBS 3-11 =-197, 4-11 =853, 4-10=797, 5-10=-769, 6-10=797, 6-9=853, 7-9--197 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 1132 lb uplift at joint 8 and 1211 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 399.41b up at 16-2-0, and 603.21b down and 399.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: Lumber Increase =1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4--74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11 =-41.7, 8-9=-20.0 Concentrated Loads (Ib) Vert: 11 =-603.2 9=-603.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARMG - YerW deaf4pra pranaarsters and READ NOTES ON THIS AND =V== SIDE BZMRE UM. w 411 Design valid for use only with MRek connectors. This design Isbased only upon parameters drown, and Isfor an Individual building component to be installed and loaded vertloally, Applicability of design parameters and proper Incorporatlon of component is responsibility of building designer - not truss designer. Mac" shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stablisy during construction Is the responsibility of the erector: Additional permonent bibcing of the overall structure k the msponslblitly of the building designer. For general guidance regarding tabrloatlon, quality control, storage, delivery, erection and bracing, eonsu6 OST-66 Oua1Ry Standard, DSI-89 Irocing specification, and HIS-91 Handling Instollinp and Bracing mRecomendallon avallable from Truss Plate Institute, 583 D'Onoalo Drive, Madison, WI 53719. M iTe k' Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 61 113A * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. a' J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachC7 other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - , , 3 Q joint and embed fully. Avoid knots and wane plates t/a" from outside edge of c o_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords !icesP1/ 4 length(+ 6" fromC, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart, FARTHEST TO THE LEFT. is the responsibilitysPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or 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, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M Tek® engineer, 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1 "3 M tek Holdings, Inc. CLIP FORM016,019 MYMO-WRO 1.4, 4 W f+ Job russ Truss Type ty y 13R2879E A9A ROOF TRUSS 1 1 14544575 Job Reference la tionaq sFebi e n ustnes, nc. u Feb 2 7 14:03:59 2003 Page 1 0 0 1 4-9.4 9-0-0 14-2-0 18.4-12 23-2-01 1-0.0 4-9.4 4-2-12 5.2.0 4-2-12 4-9-4 Stile 1:41.1 4X8 Us = 4 5 6.00 12 20 20 i 3 6 d d 7 2 I$ 3X4 = 9 8 3X4 = 3X8 = 5X8 = 9.0-0 14-2-0 23-2-0 9.0-0 5-2.0 9d1;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 0.41 Vert(LL) -0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) •0.19 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 111 lb LUMBER rt BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 =1073/0-4-0, 2 =1164/0-4-0 Max Horz 2—138(load case 4) Max Uplift7 - -454(load case 5), 2=-533(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1756, 3-4=-1422, 4-5=-1280, 5-6=-1422, 6-7=-1756 BOT CHORD 2-9 =1553, 8-9 =1280, 7-8 =1553 WEBS 3.9--318, 4.9=284, 5-9=-0, 5-8=284, 6-8=-318 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 31 Provide adequate drainage to prevent water pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 7 and 533 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty DrI ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 A&wARNING - Wift design parwnetom and R&AD N0rXS ON True AND REVIRSE 118EI1 tM. •+*+ Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be installed and loaded vertically. Applicability of design patameterss and propel Incotpotatbis nofcomponentresponslboy of building deslgnei - not (russ El designer. 8racing shown is tot Metal support of Individual web member only. Additional temporary brxing to Insure stability durIng construction is the tesponsibMly of the erector. AddBkcnal permanent bdscing of the overall shuclufe is the tesponstbMty of the building designer. Fot general guidance regarding fabtloation, quality contioL storage, delivery, erection and bracing, consull OST-88 Oua1By standard, 031-89 Bracing specification, and NIB-91 Handling Installing and Bracing Recommendationavasable from Truss Plate Institute. $83 D'Onoelo Drlve, Madison, WI53719, M Te k Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/,. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/9 securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each14c2Q other. WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , 3 ; C3 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U o_ a ti at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at r14 length(+ 6" from ceC, C6 panel adjacent joint,) BOTTOM CHORDS Thissymbolindicatesthe5. 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 Mt% k/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, CUP TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORKW18, 019 a°'"'m""`°`"-® HMRD,AJR® k a A. Job russ Truss Type ty y 14544576 YR2879E AG HOWE 1 1 Job Reference (o tionaq sFebr e industries, nc. u Feb 27 13:04:00 2003 Page 1-0 0 5.4.4 9-10.0 14312 19.8.0 20-8-0 1-0-0 5.4-4 4-5-12 4-5-12 5.4-4 Scale = 1:38.74x8 = 4 2x4 11 2x4 11 8.00 52 3x4 i 3x4 2x4 Il 3 5 2xa II II 1 27 28 2 II II 8 9411 LU ZK4 I1 0 7 Ig 25 2x4 I I 10 2x4 11 2x4 11 9 2x4 11 8 2x4 11 283x4 _ 3x4 — 2x4 11 7x8 = 2x4 11 20 11 5-" 9-10-0 14-3-12 19.8.0 5.4-4 4512 4-5.12 5-4-4 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.06 9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 131 lb LUMBER + BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 893/0-4-0, 6 = 893/0-4-0 Max Horz 2 =1391load case 4) Max Uplift2 = -419(load case 4), 6=-419(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39, 2-27=-1359, 3-27=-1277, 3-4=-932, 4-5=-932, 5-28=-1277, 6-28=-1358, 6.7=39 BOT CHORD 2-25 =1138, 10-25 =1138, 9-1 0=1138, 8-9 =1138, 8-26 =1138, 6-26 =1138 WEBS 3-10 = 99, 4-9 = 508, 5-8 = 99, 3-9 = -420, 5-9 =-420 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33, 3 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2.0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 2 and 419 lb uplift at joint 6. 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 10.41b up at 17-8-0, and 15.71b down and 10.41b 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: 2-25=-20.0, 25-26=-16.7, 6-26=-20.0, 1-27=-74.0, 4-27=-61.7, 4-28=-61.7, 7-28=-74.0 Concentrated Loads (1b) Vert: 25=-15.7 26=-15.7 Junaidie Budiman, Lic.//451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.p6634 A WARNING - Vtr{ f}) design parameters and READ NOTES ON TBIS AND R6 VSRSE SMZ HLFORt USE. 0 Design valid for use only with MITek connectofs. This design is based only upon parameters shown, and is toi an Individual building component to be Installed and loaded veltloaty. ApptcabMy of cleapn parameters and propel Incoiporation of component is responsibltty of building designer - not puss Eldesigner. Bracing shown is for lateral support of Individual web members only. Additional tempofaty bracing to insure stability during construction is the responsibltly of the emctof. Additional permanent biac" of the overall shucture is the iesponslbilty of the building designer. For general guidance regarding fabrication. quality control, storage, delivery, efeetlon and bracing, consul OST-88 Quality Standard, DSt-89 tracing Specification, and HIt-91 Handling Installing and tram= RecommwWatlon availm ablefroTfussPlate Institute, 593 D'Onolflo Drlve, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i /. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties.. F TOP CHORDS 2. Cut members to bear tightly against each other. a WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates/8" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromC, C panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J t J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or 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, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses. 1"3 Mitek Holdings, Inc. FORM016,019 yHMPO-AIR ® 4 a'' r Job russ Truss Type ty y 14544577 1582879E C1 ROOF TRUSS 24 1 Job Reference (o tiona1) sFebe industries, nc. u Feb 27 13F04:01 2003 Page 5.9.13 11-2-2 16-10-0 1 1.0.0 5.9-13 6 4.6 5.7-14 Us wx/ a sar Scale: t/a•= s 1 6. 00 t2 2A 11 a 5x6 3 6 2x4 11 7 Us ~ 3.00 12 2 8 1 2xa I I 3x4 5- 9-13 11-2-2 1 16-t0.0 5. 9.13 5.4-6 5.7-14 Plate Offsets e , LOADING ( ii SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vertili 0.11 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 87 lb LUMBER • BRACING TOP CHORD 2 X 4 SYP li TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP li BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 REACTIONS Ol ize) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Horz 2=602(load case 4) Max Uplift s--549(load case 4), 2=-344(load case 4) FORCES ( Ile) - First Load Case Only TOP CHORD 1.2-15, 2-3--1925, 3-4=-1044, 4-5=-1038, 5-6-55 BOT CHORD 2-8 -1738, 7-8 -1732, 6.7 = 0 WEBS 3-8 =110, 3-7 =-749, 4-7 =-397, 5-7 =1346 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.8451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.+ T6634 Q WARNMG - Ver(jjf deatyn parnmrtsn and READ NW39 ON TWS AND REVERSE SWE BEdr"ORE li rs w40 Design volla tot use only with MiTek connectors. This design k based only upon parameters shown, and Is tot an IndWltuol building component to be Installed and loaded vsrtlaaky, ApplicabMly of design parameters and proper Incorporation of component k responsblllty of building designer - not huss designer. Bracing shown k for lateral support of individual web members only. Additional temporary bracing to Insure stability during constructlan is the responsibility of the eneator. Additional permanent bdicing of the overall shuctute Is the responsbSRy of the building designer. Far general guidance regarding fabrication, quality conhol, storage, delivery, erection and biockng, consult CST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and BfOCh1g Recommendallon availfr able omTruuPlate Instaue. Us D'Onohb Drive, Modkon, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 131/44 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q O For 4 x 2 orientation, locate plates/s" from outside edge of otrussandverticalweb. F This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. General Safety (Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each a: 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. 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 oeol' 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. MTek® PANEL T~ CLIP FORM019,019 aewG-wAtir ® HMR0,4ZR0 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 Mitek Holdings, Inc. 4- 4 0 hob Truss Truss ype ty y 14544578 UR2879E CG HIP 1 1 Job Reference to tional) s e r e n ustnes, nc. u e age I -1-" I 3.0.0 8515 13.10.1 19-4-0 zo4oII 1-0.0 3-041 55.15 5d3 55.15 1.0-0 Scale = 1:37.1 NOTE: CONNECT T.C. OF JACKS TO NOTE: BRACED VERT. STUDS IN ACCORDANCEFLATTOPCHORDTOACTASLATERALBRACING. TO STANDARD GABLE END DETAIL. x8 — iI 2A 2x4II5x10 = I I II 2x4 5x10 7x8 2x4 11 6.00 12 3 Zx4 x I I 4 11 5 II 8 3A 7 6 2 1 3x6 = 12 11 10 9 8 2x4 II 3xe = 8x14 = 30 = 2x4 11 3.1-12 8b15 13.10.1 19-2-4 20-" 3.1.12 5.43 5-4.3 5-4-3 1.1-12 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.21 11 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.27 Vert(TL) -0.29 11 > 820 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 172 Ib LUMBER ar BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-10-11 oc purlins, except end verticals. Except: 3-4 2 X 6 SYP No.2ND, 4-6 2 X 6 SYP No.2ND BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-1 -11 oc bracing. WEBS 2 X 4 SYP No.3 "Except* 3-11 2 X'4 SYP No.2D, 4-10 2 X 4 SYP No.2D 6-10 2 X 4 SYP No.2D REACTIONS (Ib/size) 2 =1156/0-8-0, 8—1035/0-3-0 Max Horz 2=120(load case 4) Max Uplift 2 - -536(load case 3). 8=-531(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3--1966, 3-4=-3572, 4-5=-3188, 5.6=-3188, 6-7=-734, 7-8=-1025 BOT CHORD 2-12-1734, 11-12-1750, 10-11 =3572, 9-10=605, 8-9=0 WEBS 3-12=157, 6-9=-598, 4-11 =-356, 5-10=-454, 3-11 —1882, 4-10=-397, 6-10=2668, 7-9=956 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 531 lb uplift at joint 8. 5) Girder carries hip end with 3-0-0 end setback 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7 Special hanger(s) or connection(s) required to support concentrated load(s) 23.51b down and 15.61b up at 19-4-0, and 70.51b down and 46.71b up at 3-0-0 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: 1-3=-74.0, 3-6=-80.2, 6-7=-74.0, 2.12=-20.0, 9-12=-21.7, 8-9=-20.0 Concentrated Loads (lb) Vert: 12=-70.5 9--23.5 Junaidie Budiman, Lic. #4 511 i 1 Mi7ek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. p6634 WARNDVO - Var(& design parnistnetere and READ NOTES ON THIS AND JWVRRS6 SIDE BXMRC U86. 41), Design valid for use only with MBek connectors. This design is based onty upon parameters shown, and is to on Individual building component to be Installed and loaded vmtloally. AppSaablNly of design parameters and ptopet Incotporatlon of component is responslblitty of building designer - not huss designer. Bracing shown is lot latetat support of Individual web membets only. Additional temporary bracing to Insure stability during construction is the tesponsibWty of the eNclo, Additional permanent brbcing of the overall shuctute is the responsWkBy of the building designs#. For general ouldance regarding tobilcatbn, quality conhol, stooge, delivery, etection and bracing, consull CST-68 Quality Standard. DSO.89 $racing Specification, and NIB-91 Handling Installing and $tacking Recommendation available from Truss Plate Institute, 683 D'Onoftb DrNe. Modkon. WI53719. M iTek Symbols Numbering system AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , 3 ; Cr joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a _ at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromc49C, c6 at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in JI J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, 'rf no ceiling is installed, 40` 1 unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, CUPPANEL TM erection and installation of trusses, O 1993 Mitek Holdings, Inc. FORM016,019' OfMRO-MR® 0 30b russ Truss Type ty y 14544579 15R2879E CG2 ROOF TRUSS 1 1 Job Reference o tionaq s e i e nIndustries, nc. u Feb 27 13:04:02 2003 Page 1.10-0 5-9-13 1 11.2-2 16-10-0 1.0.0 5.9-13 53.6 5.7-14 5x8 i: 3X4= Scale: 1/4*-1' 5 w/wedge 2x4 11 I'$ 6.00 12 2x4 11 2x4 11 2x4 11 4 2x4 11 I I 5x6 i II 2x4 11 3 8 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 7 5x8 3.00 12 y 2x4 11 i 8 y 1 2x4 II 2 2x4 11 3x4 9.13 11-2-2 16-10-0 5-9.13 5-4-6 5.7-14 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Verf(TL) -0.14 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) • -0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 105 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Horz 2=602(load case 4) Max Uplift 5 = -549(load case 4), 2=-344(load case 4) FORCES 0b1 - First Load Case Only TOP CHORD 1-2=15, 2-3--1925, 3-4=-1044, 4-5=-1038, 5-6=55 BOT CHORD 2-8 -1738, 7-8 =1732, 6-7 = 0 WEBS 3-8 =110, 3-7 = -749, 4-7 = -397, 5-7 =1346 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) 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" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARMNO - VerW design parameters and READ NOTES ON TMS AND REHERSE S[DE BEFORE ASE, "Moses Design vaild for use only with MITek connectors. This design is based only upon pofameten shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design paiametefs and propef Incorporation of component is tesponslbWly of building designer • not huss designer. siccing shown is lot lateral support of Individual web member only. Additional tempofaiy bracing to Insufe stability during condluctlon is the responsibility of the erector, Additional peimanent bbelng of the ovetoll shuctute is the fesponslbBRy of the building designer. Foil genial guidance regafding fabilcatlon, quality contiol, stofage, delivery, erection and txaclng, consult QBT45 Quality standard, 011111-89 Bracing specification, and HIB•91 Handling Installing and Bracing Recommendation avallable from Truss Plate Institute. $93 D'Onoh53 ioDrlve, Madison, WI710. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a 0 For 4 x 2 orientation, locate 7 plates 1/8" from outside edge of atrussandverticalweb. F 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. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 4000 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. ii r MiTek® FORM018,019 AL.® NYDROyQ/ 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 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. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. X Jbb Truss Truss ype ty y 14544580 BIR2879E CGAB ROOF TRUSS 1 1 Job Reference (o tionall sFebI e n ustnes, nc. u Feb 2 7 13:04:03 2003-F-ag-e-T- 11-2-8 1 16.10-0 1-" 5.10-8 5-4-0 5.7-8 2x4 11 Scale = 1:53.8 11 2x4 II to 2x4 11 9 6.00 12 2x4 II 8 20 11 7 2x4 II 6 2xa 11 5 5x6 . 4 3 2 1 3x4 = 20 19 18 17 16 15 14 13 12 2x4 I I 2x4 11 20 11 2x4 11 2x4 11 3x4 = 2x4 11 20 11 2x4 11 8-6-8 16-10-0 8-641 83-8 Ste Offsets - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vei n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 > 999 8CLL 0.0 Rep Stress lifter NO WB 0.14 Horz(TL) -0.00 20 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/defl = 360 Weight: 111 lib LUMBERy, BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. BOT CHORD 2 X 4`SYP No.2D BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lib/size) 12=89/16-10-0, 2=210/16-10-0, 13=187/16-10-0, 14=183/16-10-0, 16=183/16-10-0, 17=188/16-10-0, 18=191/16-10-0, 19=173/16-10-0, 20-242/16-10-0 Max Horz 2 - 597(load case 4) Max Uplift12--58(load case 4), 13=-124(load case 4), 14=-139(load case Q, 16=-134(load case 4), 17=-131(load case 4), 18=-134(load case 4), 19=-126(load case 4), 20=-1650oad case 4) FORCES (lib) - First Load Case Only TOP CHORD 1.2-33, 2-3=37, 3-4=-39, 4-5-33, 5-6=32, 6-7-32, 7-8=32, 8-9-32, 9-10=24, 10-11 =-9, 10-12--75 BOT CHORD 2-20=6, 19-20=-2, 18-19--2, 17-18=-2, 16-17=-2, 15-16=-2, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13--146, 8-14=-150, 7-16=-148, 6-17=-148, 5-18=-150, 4-19--140, 3-20=-184 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL - 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) 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" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lib uplift at joint 12, 124 lib uplift at joint 13, 139 lib uplift at joint 14, 134 lib uplift at joint 16, 131 lib uplift at joint 17, 134 lib uplift at joint 18, 126 lib uplift at joint 19 and 165 lib uplift at joint 20. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 Q wwt mm ver design Rmwxorss onTms AND RllsvdflRsa swa dbzl? ar um. ••• jay parsawters and Design valid foi use only with Welt connectors. This design is based only upon potometen shown, and is to an Individual building component to be Installed and loaded v*"k o y. Applicability of design parameters and piopet Incorporation of component is tesponslblilly of building deslgnei - not puss tlesignet. Btacing shown is la loletat support of individual web members only. Additional temporary brachg to Insure stabb8y duiing conshuct on is the tesponsibilsy of the erects. Additional pstmonent btacing of the ovetab shuclute is the tesponslbley of the building designer, For general guidance tegardhg tabrloction, quality control, staags, delivery, erection and biacing, consul! OST•88 Quality Standard, DSb-89 bracing SpecMcatlon, and HIS-91 MiTek® Handling Installing and brochTr gRecommendationavailablehornPunPlots Institute, 583 D'Onotrio Drlve, Madison, WI $3719. 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 0 For 4 x 2 orientation, locate plates I/s" from outside edge of aotrussandverticalweb, 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 401 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 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 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 IM! 0 WWI HYiDAD,AlR TM PANEL CUP AGenerai 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 r14 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. 1a * 0 job I ruse Truss Type ty y 14544581 DR2879E CS ROOF TRUSS 1 1 Job Reference (o tiona1) sFebt o Industries, nc. u Feb 2 7 13:04:04 2003 Page t-0 0 5-9-11 11-2-0 1441-0 1.0.0 5.9.11 54-5 3-e-0 Us 11 Scale = 1:34.8 4 010 5 6.00 12 2X4 . 1$ d 3 x II N 2X4 ZZ 7 2 3x4 5 I 3.00F12 2x4 11 J71 8 3x4 % 2x4 ZZ 7-4-16 { 14-8.0 7-4-15 7-3.1 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.08 2-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-5 oc purlins. BOT CHORD 2 X 4' YP No.2D BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 775/0-8-0, 8 = 662/0-3-8 Max Horz 2=340(load case 4) Max Uplift 2=-383(load case 41, 8=-328(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3--1736, 3-4--1376, 4-5=76 BOT CHORD 2-7=1509, 6-7=619 WEBS 3-7=-357, 4-7=807, 6-8=-662, 5-6=-78, 4-6=-701 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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, 8 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 capable of withstanding 383 lb uplift at joint 2 and 328 lb uplift at joint 8. LOAD CASEIS Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 wAnNnw - verM design parameters and R w xorss oil raw AND nzvans6 smz Barons usa. ••® Design valid rot use onty with MRek connectors. This design is based only upon parameters shown, and Is tot on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incoipotanon of component Is iesponslbility of building dsslgnet - not truss designee. Bracing shown is tot lateral support of Individual web member only. AddBbnol temporary bracing to Insure stability duiN construction k the iesponsiblllty of the etector. Additional permanent btboktg of the overall shucture Is the tetponsIblilty of the building deslgnet. For general guidance regarding fobilcation, quality conhol, storage, de"iy, erection and bracing, consult QST-68 Qualify Standard, OSS-89 Srocing Specification, and HIS-91 Handling Installing and SrockV Recommendation avakBlase ablehomDustseInstitute, 593 D'Onottlo Dtive, Madison, WI63719. M Te k Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC other. a WEBS J5 cr 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; Q joint and embed fully. Avoid knots and wane plates r/a" from outside edge of O a at joint locations. truss and vertical web. a 4, Unless otherwise noted, locate chords lacesPatI14length(+ 6" fromceC? Cf.o panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Jt 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 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 chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 56CCi 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, PANEL TM A CLIP erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 0 HMR0"WR 0 Tob I russ russ ype ty BR2879E FG ROOF TRUSS 1 2 14544582 Job Reference to tional) s e l e industries, nc. Inu e age I 3-9-7 I 7-3-6 I 10-9-5 I 12-9.6 I 16-5.7 20-" I 3-9-7 3-5.15 3-515 2-0-1 3-8-1 3-11.9 Scale = 1:34.3 2x4 11 3x4 = 7x8 = 3x10 = 3x4 = 3x4 = Us = 1 2 3 4 5 6 7 13 12 1 9 3x6 = 3x4 = 3x10 = 7x8 = 5x6 = 3x4 = 2x4 II 3-9-7 7-3-6 10-9-0 12#5 12-9-0 12-dt-6 16-57 20-5-0I 3-9-7 3-315 3-5-10 0.0-5 1-11-11 0." 3.8-1 3.11-9 Plate Offsets - , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.04 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0,07 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0,02 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 271 lb LUMBER ++ BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 3-13 2 X 4 SYP No.213, 4-12 2 X 4 SYP No.2D REACTIONS (lb/size) 14=4939/0-3-0, 8=3357/0-3-0, 10=4402/0-3-0, 11 =8072/0-4-1 (input: 0-3-0) Max Uplift 14=-1764(load case 2), 8=-12000oad case 2), 10=-1567(load case 2), 11 =-2889(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-1842, 1-2=0, 2-3=-4244, 3-4=-3417, 4-5=2213, 5-6=1445, 6-7=-2017, 7-8=-3319 BOT CHORD 13-14=4244, 12-13=3417, 11-12=-2213, 10-11=-1445, 9-10=2017, 8-9=-0 WEBS 2-14=-5233, 2-13=-550, 3-13=1035, 3-12=-4159, 4-12=7041, 4-11=-7013, 5-11=-1264, 5-10=-1869, 6-10=-4257, 6-9=-1313, 7-9=2448 NOTES 1) 2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-6-0 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) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) WARNING: Required bearing size at joint(s) 1 1 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1764 lb uplift at joint 14, 1200 lb uplift at joint 8, 1567 lb uplift at joint 10 and 2889 lb uplift at joint 11. LOAD CASEISI Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-7=-1012.0, 8-14=-20.0 Junaidie Budiman, Lic,#4511il MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 QWARNINO - Ver'W des(pn parameters and READ NOTES ON THIS AND RzvxRSE SIDE Bir"itz t7SE. ® Design valid for use only with MRek connectors. This design k based only upon parameters shown, and Is for an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporotlon of component Is responslblMy of building designer - not hues designer. Bracing shown k for loteral support of Individual web members only. Additional temporary brocing to Insure dobMy during construction k the responslbility of the erector. Additional permanent brbcing of the overall slwcturs Is the responslbpBy of the building designer. for general guidance regarding fobrbatlon, quality control, storage, delivery, erection and bracing, consuB QST-84 Quality standard, DSI.89 Bracing Specification, and HIB-91 Handling butolllna and Bracing Recommendation available horn Truss Plate Institute, 583 D'Onofrb Drlve, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0110, 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 each14caQ other. O WEBS . J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacespat114length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Comber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA rcB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 001 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage, and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised in handling, PANEL TM CUP erection and installation of trusses. 1"3 Mitek Holdings, Inc. FORM018.019 onni0-nwL ® NiDaO,a® Jbb russ Truss Type ty y 14544583 DR2879E J ROOF TRUSS 6 1 Job Reference to tionall eCCU-SPAN-T I, , s e i e n ustnes, nc. u Feb 27 13:04:05 2003 Page 1 0 0 + 7-0-0 1-0-0 7-0-0 3 Scale = 1:20.5 6.00 12 2 4 2x4 = I 7-0-0 7.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Ven(TL) -0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 41SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS fib/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2=2480oad case 5) Max Uplift 3=-260(load case 5), 2=-137(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3-88 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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. 21 Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cen.#6634 WARMNO - Vwft design pamniieten and READ NOTES ONTHJS AND PXVIM 6 SU)X 88"R& U'SS. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertloally. AppBeablilty of design parameters and proper Incotpoiatlon of component Is responsib@ty of building designer - not huss designer. Siccing shown Is Id lateralsuppoil of Individual web members only. Additional famporary bracing to insure stablilly during construction k the tesponsibBOy of the ereclor. Additional permanent bracing of the ovetal shucfure Is the msponsibNfty of the building designer. For general guidance regarding tobrbatbn, quality conhol, storage, delivery, etecfbn and bracing, consull OST•88 Quality Standard. DSO.89 Brac" Spealflcallon, and HIB-91 Handling In"llirm and Bracing Recommendation available from Truss Plate 8a3institute, D'Onohb Drive, Madison, WI63719. MiTek® Symbols Numbering System AGeneraf Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. r4 J2 J3 J4 owner and all other interested parties.. 81, TOP CHORDS 2. Cut members to bear tightly against each14cac3 other. O WEBS , J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o CL = at oint locations. l truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 4 length(' 6" fromCeC, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plale Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft• spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,014 CLaP10-NAiLORO%R.® x... f Jbb russ ruse Type ty y 14544584 DR2879E J1 ROOF TRUSS 8 1 Job Reference to tiona1) s e r e n ustnes, nc. u Feb 27 13:04:06 2003—P-a—g—e-T-- 2x4 II t-0.0 I80 Scale = 1:7.0 00 12 2 1 4 2x4 11 1.8.0 x 1.6.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc1 I/deft 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) 0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 HorzITL) 0.00 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-6-0 oc purlins. BOT CHORD 2 X 4%YP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=143/0-4-0, 4 = 62/Mechanical Max Harz 2=840oad case 4) Max Uplift 2=-9011oad case 4), 4=-460oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 -17, 2-3 = 0 BOT CHORD 2-4-0 WEBS 3-4=-49 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; 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 90 lb uplift at joint 2 and 46 Ib uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerVy deoWn pamwwtera and READ NOT68 ON THIS AND REVERSE SIDE 81SFORR U86. rr ® Design vasd for use only with Mitek connectors. This design k based only upon parameters shown, and k for an IndlMual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component It responsiblity of building designer - not truss designer. Bracing shown k lot latmal support of Individual web members only. Additional lempotary bracing to Insure stability duting construction Is the responsibility of the elector. Additional permanent brbcing of the overall structure Is the msponslbBBy of the building deslgnet. For general guidance regarding fabrlcatlon, quaBly conhot storage, deh*ry, election and brackp, consull QST-SS Quality Standard, DSI.69 Bracing Specification, and HIS-91 Handling IndallftM and Bracft Secommendation availh ableornTruss Plate Institute, 593 D'Onohb Drive, Madison, WI53719. MiTek® Symbols Numbering system AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propeft 4410- 13/14 *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. 1 8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachG1 other. 0 . J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - ,; QZC?C6 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c o a at oint locations. t truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 14 length(+ 6" frompanel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 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. 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 LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEB$ ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 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. KrIA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 ODMYDQD R: wo 4 +W Job russ russ ype ty y 6R2879E J3 ROOF TRUSS 9 1 14544585 Job Reference (o tiona1) sFebr e n ustrles, nc. u Feb 27 13:04:07 2003 Page too 3-0 too 300 Scale = 1:10.3 6.00 52 2 1 4 294 3-0-0 i 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 VertILL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4,PYP No.21) TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Harz 2=113(load case 5) Max Uplift 3=-10511oad case 5), 2=-119(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; 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 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.lf6634 A WARNING - Ver{ fjl design parameters and READ NOTES ON TJUS AND REVERSE SWE BEFORE USE. Design valid br use only with MOek connectors. 1hk design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. ApplcobMy of design parameters and proper Incorporatlon of component Is responslbuny of building designer - not huss designer. Bracing shown It to bteral support of individual web members only. Additional temporary bracing to Insure stability during construction It the responsibility of the erector. Additional permanent bNcing of the overall slructure Is the responslblilly of the building designer. For general guidance regording fobrbation, quality control storage, delivery, erection and biocing, consuR OST-88 Quality Standard, DSI.89 Srocing Specification, and 14IS-91 Handling Instailmg and Ilroclnp Recommendation available horn Truss Plate Institute, 583 D'Onohb DrNe, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/.. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. is J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other, o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , s ; joint and embed fully. Avoid knots and wane plates/8" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 4 length('- 6" fromFt— ca C, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 16. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1"3 Mitek Holdings, Inc. CLIP FORM016.019 a -NntL ® MYMMA/R(9) .. t Job russ Truss Type ty y 14544586 DR2879E K ROOF TRUSS 3 1 Job Reference to liana) SFebMiTek Industries, nc. uFebage I 1-0-0 SO-0 3 Scale: 314'=1' 6.00 12 2 1 4 20 = 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.09 1 > 171 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 St LC LL Min I/deft = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X AYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Harz2 =180(load case 5) Max UpIIft3--1830oad case 51, 2=-1250oad case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; gabend zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. truss to truss connections.le ReferWFRSgirder(s) 2)eeto3) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASE( S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARM O - Verb design parantets rs and READ NOTES ON TMS AND R6V6RSt6 sm6 Br"P6 vw- •••r Design valid for use only with MiTek connectors. This design k based only upon parameters shown, and k for an IndNkduol building component to be installed and loaded vertically. Applicability of design pofameteis and proper Incorpowflon of component Is responsibikty of building designer - not buss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary brackg to Insure stability dwing condruction Is the responsibility of the erector. Additional permanent br1scing of the overall stwcture It the responsiblty of the building designer. For general guidance regarding tobriaatlan, quality conhol, storage, delivery, erection and bracing, consuit OST-66 Quality Standard, DSS-69 Bracing Specification, and Hit-91 Handling Installing and tracing Recommendationm Tr available fromPlateInstitute, l583 D'Onohla Drlve. Madison. WI 0719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage Or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/9 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2c other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h, a , Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of 0 a a at joint locations. truss and vertical web. a O 4. Unless otherwise noted, locate chords lacesP length(* 6" fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the resresponsibilitypty of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8.. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MTeke engineer. 15. Care should be exercised in handling, CUPPANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019LDA01 R.i t fob Truss Truss Type ty y 14544587 iTR2879E K1 ROOF TRUSS 1 1 Job Reference to tional) s e i e n ustnes,Inc. u e age i 5.0-0 5-0-0 2 Scale = 1:15.7 6.00F12 t 3 20 = 5-0-9 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1.3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min 1/defl = 360 Weight: 16 Ile LUMBER BRACING TOP CHORD 2 X 4e$YP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 224/0-4.0, 2 =177/Mechanical, 3 = 48/Mechanical Max Horz 1 =169(load case 5) Max Uplift =-7311oad case 51, 2=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 SOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 73 Ib uplift at joint 1 and 185 Ile uplift at joint 2. LOAD CASES) Standard i Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 AWARNZNG - VerffjT doetpn pammetrss and READ WOTEEt ON THIS AND REVERSE SIDE BEPORX USE. r w Design valid tot use only with Nlliek connectots. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. 'Applicability of design parameters and propet Incaporatlon of component is responsibility of building designer - not huts designer. Bracing shown k lot lotmal support of Individual web members only. Additional temporary bracing to Insure stability during consffuallon Is the responsiblllty of the erector. Additional pesmanent bibcing of the ovetaN shuctute is the respontbMy of the building designer. For general guidance regarding fobriaatlon, quality oonhol, storage, delivery, woctbn and btacing, consull OST-68 Quality Standard, OSS-89 {racing Specification, and HIS-91 Recommendation avalloble horn Plate Institute, 583 D'Onohlo Dtive, Madison, WI53719. Handling Installing and bracing Rtruss MiTek® Symbols Numbering SystemGenerdl Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each14aQ other, oQ WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/$"from outside edge of v a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices ca v u o at /4 panel len th 6' from adjacent oint, g + 1 joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Ji 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. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 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 4011, 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* PANEL , M CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 HMRO,A/R (9) A— ' s Job russ russ ype ty y d`R2879E L ROOF TRUSS 3 1 14544588 Job Reference to tional) s e r e n ustnes, nc. u Feb 27 13:04:03 2003 Page too 3 0 too 3-0-0 Scale = 1:10.3 6.0D F,2 2 1 4 2x4 -- 3-0-0 i 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0,03 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4sSYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4'SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2 =113(load case 5) Max Uplift3=-10511oad case 51, 2=-119(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-34, 2-3=30 BOT CHORD 2-4=0 NOTES 11 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#461 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Vor fjf design parmnetore and RCAD NOT88 ONTHIS AND 1REVERM S Z HEPORS EAU. Design valid for use only With MI ek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and boded verbally. AppBcabBRy of design parameters and proper Incorporation of component is responsibility of building designei - not buss deslgnet. Bracing shown Is for lateral support of Individual web member only. Additional temporary bracing to Insure stability durkag construction is the tesponslblilly of the erectot. Additional petmanent bitscing of the overall shuctute is the responsibility of the building designer. For general guidance tegarding tobrbatlon, quality control, storage, deWeiy, woollon and biachg, consull QST-88 Qualify Standard, DSB-89 Brocksg Specification. and NIB-91 Handling installing rocandBUsg Reoommendatbnavailable from Truss Plot* Institute, 583 D'Onofdo Drlve, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. BI J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac3 other,. O WEBS . J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; , ; a joint and embed fully. Avoid knots and wane plates/s" from outside edge of o ay at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesp j/4at panel length('- 6" from adjacent joint.) CA BOTTOM CHORDSThissymbolindicatesthe 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 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. NrIA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. E r14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 11 "3 Welk Holdings, Inc. GLIIP Job ruse Truss ype ty y 2879E L1 ROOF TRUSS 1 1 14544589 Job Reference to tional) s e r e n ustnes, nc. u e age 3-0-0 3-0.0 Scale = 1:10.3 6.00 12 1 3 3-0-0 i 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 > 999 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl — 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4,,,SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 =130/0-4-0, 2 -103/Mechanical, 3 = 28/Mechanical Max Horz 1 =10211oad case 5) Max Upliftt =-40(load case 5). 2=-110(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 39 BOT CHORD 1-3 = 0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 1 and 110 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.051 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 4&117ARmwo - ver{JJ;/ d4s4rs pamiswt•rs and mcAD Naas ON TRW AND RVVZRBZ sroa BW01W usa. Design valid tot use only with MUek conneotors. This design is based onty upon pworneten shown, and is tot an Individual buNding component to be installed and loaded vertically. AppNcablNty of design patatneters and proper Incotpototlon of component Is tesponslbilly of building designer - not buss designer. Btacing shown Is dot lateral support of IndNkdual web members only. Additional tempaary bracing to Insure stability during condmotion is the tesponsibNNy of the erector; Additional permanent btbcing of the overall shuctute Is, the iesponsbNlty of the building designet. For general guidance iegording tobrlcatlon, quality oonhol, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSO-89 Bracing Specification. and NIB-91 Handling Iralallirm and Brachm Tr wReootnmendallonovaltablefromPlate Drive, Institute, 5e3 D'Onohio Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1/8 securely seat. J2 J3 J4 owner and all other interested parties., 4 TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 0 a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(' 6" fromC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J t 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber is a non-structural consideration and MITek/Gang-Nall Joint/Plate PlacemeM Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1M Miitek Holdings, Inc. CLIP FORM018,019 NYDRO,A/R® Job russ Truss Type ty y 14544590 R2879E M ROOF TRUSS 11 1 Job Reference (o t1) usseton tr S, nc. ionau Feb 27 13:04:09 200T-P-ag-e--T- 3 1-" Scale = 1:5.9 a. 00 52 2 4 1- 0.0 2x4 = 1-0.0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4,5YP No.2D TOP CHORD Sheathed or 1-0-0 oc puffins. BOTCHORD2X4SYPNo.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 --11 /Mechanical, 2 =173/0-4-0, 4 -10/Mechanical Max Horz 2 = 60(load case 4) Max Uplift3=-27(load case 5), 2=-127(load case 4) Max Grav 3=260oad case 4), 2=173(load case 1), 4=10(load case 1) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=33,2-3=-40 BOT CHORD 2-4=0 NOTES 1 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 27 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.8451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cent. N6634 AwAmNo - verm dedpn Panasaetere and R&w Narita odv rms AND iticni s wDa e6roar USX. •..® Design valid tot use only with MITek connector*. This design is based only upon poiameters shown, and is for on Individual building component to be Installed and loaded vertlo fly. ApploobNlly of design pofametets and propel krcapotatlon of component is responsdbllRy of building designer • not flu$$ deslgnet. siccing shown is for lateral support of individual web member only. Additional temporary btocing to Insure stability dulling consttuctlon is the tesponsibBlty of the a oclot. Additional permanent bracing of the ovetall structure is the respon"Illy of the building designet. For general guidance tegarding labtkatlon, quality control stotage, delivery, erection and bracing, consul OST-e1 Quality Standard, OSB•e9 IrocMg SpecMicatlan, and HIS-91 Handling lnstasirg and Bracing Recommendation avotTruss Plate horn TruPlateInstitute, US D'Onoftb Dttve, Madison, Wi 63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 134 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 v For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. H This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. 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 slats. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required 401 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. F M Teke QD PANEL TN CLIP FORM016,019 OAMi-NP.R ® Ra1AlAe General Safety !Votes 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, '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. 1993 Mitek Holdings, Inc. V"V 0 • Ab cuss I russ I ype ty y 14544591 l'1H2879E M1 ROOF TRUSS 1 1 Job Reference (o tional) 5.000 s Feb 6 2003 IvirI ek industries, 16c. u e age 2 1-D-0 6.00 12 Scale = 1:5.9 1 3 1-r)-0 2x4 _ 1-" LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 8C 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4JYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 YP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1-45/0-4-0, 2 = 35/Mechanical, 3 =10/Mechanical Max Horz 1 =36(load case 5) Max Uplift =-13(load case 51, 2=-38(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; 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 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 QWARNlNO - Vtr(& dssiyn pantmaters and READ MOMS ONTlIVS AND REVERSE BILE BEFORE USE. r Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and is tot an Individual butding component to be Installed and loaded vertically, Applicability, of design parameters and proper Incorporation of component is iesponslbiRty of bulding designer - not truss designer. Bracing shown Is tot lateral support of Individual web membets only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibcing of the overall structure is the iesponslblilly of the building designer. For general guidance regarding fabrication, quality contioL storage, d*Woiy, erection and bracing, consuB OST-ail Quality Standard, OSS-89 Bracing Specification, and NIB-91 Handling Installlna and Bracing Becornmendallon avallable from Truss Plate Institute, 593 D'Onotrio Drive, Madison, WI53719. MiTek® Symbols slumbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 yr. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/8 securely seat J2 J3 J4 owner and all other interested parties.. 1 TOP CHORDS 2. Cut members to bear tightly against each14caC3 other. a WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; C3 joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of o at joint locations. truss and vertical web. L o 4. Unless otherwise noted, locate chord splices 4 length(* 6" fromcaC, at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MLTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA rCB 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 H, spacing, or less, it no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses, 01M M#ek Holdings, Inc. FORM01a,019 OfMR0,4/R.0 41 0 Job Truss Truss Type Oty Ply DR HORTON 2879 "E" ELEV. F. 14544592 879E S ROOFTRUSS 2 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Mon Mar 03 11:48:012003 Page 1 1-5.0 5.2-5 9-10-13 1-" 5.2.5 4-8-7 1 Stay 1:20.2 4.21 12 3x4 3 2 720 11 B S 3x/ 2x/ _ 5-2-5 9.10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(fL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 42lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=311/Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz 2=312(load case 2) Max Uplift4--M(load case 5), 2=-235(load case 2), 5=-163(load case 3) FORCES (fb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 34=76 BOT CHORD 2-7=863, 6-7=863, 5.6=0 WEBS 3-7=166, 3.6=-941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mi h=25ft; TCDL=4.2psf; BCDL=S.Opsf, occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 4, 235 lb uplift at joint 2 and 163 lb uplift at joint 5. 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=-4.4-to-4=-183.1, 2=0.0-to-5=-49.5 Junaidie Budiman, Lic.#451 61 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 wARNINO - VerW tusiiyn par nwm and RISAD NOTES oN THIS AND REVER86 arDE BETORE UBTE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertically. Applicability of deNpn parameters and proper Incopoiatlon of component k responsiblllty of building designet - not truss designer. Bracing shown Is to loWal support of Individual web members only. AddBbnal tempoory bracing to Insure stability during construction Is the responslblilty of the eteatof: AddBbnol permanent bibcing of the overall structure Is the recponslblifty of the building designer. For generol guidance regarding tobrbatlon, quality control, sloage, dirilli erection and bracing, consul OST-88 Quality Standard, DSI.89 Bracing Specification, and HIS-91 Handling Installingand Bracing Recommendationavailable fromavailabfromtrust Plote institute, 683 D'OnoUlo Drlve, Modkon. WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t i4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2Q other. o WEBS J5 3. Place plates on each face of truss at eacha4* For 4 x 2 orientation, locate i , 3 ; joint and embed fully. Avoid knots and wane plates/s" from outside edge of U O a at joint locations. truss and vertical web. a 4. Unless otherwise noted, Locate chords InesP at /4 length(+ 6" fromaC, a panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M Teke engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLlP FORM018,019 L ® HYDRO -AIR 0 W 0 ,0 J'0b fuss Truss ype ty y 14544593 R2879E S1 ROOF TRUSS 2 1 Job Reference fo tiona1) s e t o n ust:rres, nc. u FeB 27 13:04:11 2003 Page 20 11 i -1-5-0 1 2-1-7 3 i 1-5-0 2-1-7 Scale = 1:6.9 4.24 12 2 d 4 2x4 11 2-1-7 20 217 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TU -0.01 1 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4YP No.2D TOP CHORD Sheathed or 2-1.7 oc purlins. BOT CHORD 2 X 4 YP No.213 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=134/0-5-11, 4=43/Mechanical Max Horz 2=50(load case 2) Max Uplift 2 = -99(load case 2), 4=-22(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =17, 2-3 - 3 BOT CHORD 2-4 = 0 WEBS 3-4=-34 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 99 lb uplift at joint 2 and 22 lb uplift at joint 4. 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=-1.2-to-3=-52.3, 2=-0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - Verify design psiumaseters and READ NOMS aft TWS AND R81/ERSir tsma B&PO 6 VSR- •• Design valid tot use only with MiTek connectors. This design Is based only upon patametets shown, and Is tot an IndMduol building component to be Installed and loaded Vertically. Applicability of design parameters and ptopet Incorporation of component k responsibility of building designer • not truss designer. Bracing shown It ioi lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiuctlon k the iesponslblllty of the erector. Additlonal permanent brbcktg of the overoO stfuctuie Is the responsibility of the building deslgnet. For general guidance regarding fabrldation, quality control, storage, del"ty, erection and bracing, consult QST•88 Quality Standard, DSO.69 tracing Specification, and HIS-91 Handling InMOIHrM and Oracpq Recommendation available tiom Truss Plate Institute, 583 D'Onotrb Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/.. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachca o WEBQ3. Place plates on each face of truss at each For 4 x 2 orientation, locate MC3other. O U ; joint and embed fully. Avoid knots and wane from outside edge oflattruss o_ 2 at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chords lices at I/a length(' 6" from pcapaneladjacentjoint.) BOTTOM CHORDSThissymbolindicatesthe 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width Q 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17,08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TPA CLIP erection erection and installation of trusses. 1 "3 Mitek Holdings, Inc. FORM016,019 IfMRO,A/R0 4 Job russ russ ype ty y 14544594 2879E S3 ROOF TRUSS 2 1 Job Reference (o tionaqI sFebr e industries, no Feb 27 13:04:12 2003 Page 15-0 4-2-15 15-0 4-2.15 le = 1:10.2 4.24 12 2 1 4 U4 — 4-2-15 4-2-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in hoc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.19 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 > 366 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X HYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 YP No.2D SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 79/Mechanical, 2 = 224/0-5-11, 4 = 28/Mechanical Max Horz 2=65(load case 3 Max Uplift3=-880oad case 5, 2=-124(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 =-30 BOT CHORD 2-4 = 0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; 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 88 lb uplift at joint 3 and 124 lb uplift at joint 2. LOAD CASE(S) Standard 11 Regular: Lumber Increase -1.33, Plate Increase =1.33 Uniform Loads (plf) Van: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-4.4-to-3=-78.5, 2-0.0-to-4=-21.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARMNG - VerW design panansetery and READ NOTES ONTBIS AND REVERSE SIDE BEFORE U86. rr Design vaNd for use only with MiTek connectors. lhk design k based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertlooiy. Applicability of design parameters and proper hoorpototlon of component it tesponsbiNly of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members onty. Additional temporary bracing to Insure stability during construction is the responslblllly of the erector. Additlonal permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tobiloatlon, quality control, storage, delivery, etectlon and bracing, consult OBT-ae Quality Standard, D1111-09 tracing specification, and HIB-91 Handling Installing and Bracing Recommendation available from truss Plate Institute, $93 D'Onofrlo Drive, Madison, W153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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. yg„ J2 J3 Ja owner and all other interested parties.. s -+- TOP CHORDS 2. Cut members to bear tightly against each14acaother. a WEBS J5 cr: 3. Place plates on each face of truss at each, For 4 x 2 orientation, locate h, a ,a ¢ joint and embed fully. Avoid knots and wane plates from outside edge of o h at joint locations. truss and vertical web. d 0 a o 4. Unless otherwise noted, locate chordsplices at I/a length(' 6" from paneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. 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 pk7ting format refer to the AROUND THE TRUSS STARTING AT THELOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOLA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 8720b, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, IlIIIIIerection PANEL TM CLIP and installation of trusses, O 1M Mitek Holdings, Inc. FORM018, 019 HMR0,4ZRO 1 0 I 0 t I P ir i;: ALL BEARING WALLS TO BE PLACED -I_ i, l_ HUS26 i C TI (:E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS i PRIOR TO SETTING TRUSSES.. IS HGUS26-2 : ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARING_. — - iA d SPC.HGR SIGNED APPROVAL: X - - JOB NUMBER: DR2879E _ DATE: 6-28-02 PITCH:A OAD: SHINGLES CCU SPAN CUSTOMER: DR HORTON 6 H: 12407-321-1440 BY: T.H JOB NAME: 2879 "E" ELEV. TRIM IT FLOOR SYSTEM ALL BEARING WALLS TO BE PLACED t 1 J L t PLY HGR, I1PRIORTOSETTINGTRUSSES., REVIEWE! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS t L 2 PLY HGR. 1 I IENICNEERED DRAWINGS--LOADING--PITCH AND OVERMANGSIWALLSSHOWNARETOBEBEARING.. 1 L 3 PLY, HGR, SIGNED APPROVAL. X JOB NUMBER:DR2879' CCU SPAN CUSTOMER: D, R, HORTON • DATE: 407-321-144o BY: T. JOB NAME: 2879 ELEV.