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306 Appaloosa Ct - BR03-002624 - SFR
PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PROPERTY OWNER ADDRESS SUBDIVISION PERMIT # 0,4;%*;%A DATE PERMIT DESCRIPTION : Z PERMIT VALUATION as 99ea SQUARE FOOTAGE (9%55 PHONE NUMBER cELECTRICALCONTRACTOR .JL ,S ' ccc MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE 0 0 H CrJ CERTIFICATE OF OQCUPANCY / COMPLETION This is to certify that the building located at 306 APPALOOSA CT for which permit 03-00002624 has heretofore been issued on 8/26/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as S`iA1 t, complies with all the building, plumbing, electr al, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected FIRE: Inspected UTILITIES: Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage l $ Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE Street Paved DATE APPROVAL Street Lights _ Driveway FEES PAID DATE AMOUNT 9/19/03 10/09/03 8/26/03 12/02/03 9/05/03 8/26/03 8/26/03 8/26/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 306 APPALOOSA CT for which permit 03-00002624 has heretofore been issued on 8/26/03 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-PLAN ALTERATIONS 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 8/26/03 10/13/03 8/26/03 8/26/03 8/26/03 8/26/03 8/26/03 8/26/03 8/26/03 279.61 35.00 91.93 12.28 847.00 12.28 1384.00 650.00 1700.00 OWNER BUILDING OFFICIAL / DATE Ll- CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #:O ADDRESS: CONTRACTOR: PHONE #: y (D - 8 3 a (A 8 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. ngineering. C!< l'" i OFire to p _Sw Public Works OZoni49' ,r1 A Utilities []Licensing x CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I I I wsI CERTIFCATE OF OCCUPANCY c REQUEST FOR FINAL INSPECTIONS SINGLE FAMILY RESIDENCE"" I DATE: \ -o-oq V PERMIT #:d 3 D o )\A- I ADDRESS: V CONTRACTOR: PHONE #: 1 I I 1 I I I 1II I I I O u a. 0a tidif" C p C7 H is v u C'''z CUILa. N 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 tilities Y t CONDITIONS' (TO BE C Fire -r" Zoning ,A I A Licensing ,n I A APPROVAL IS CONDITIONAL) I I f FEDERAL EMERGENCY MANAGEMENT AGENCY ` O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200,r ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 306 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 81, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA 134. MAP AND PANEL B7, FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202I60045 E 4117195 4/17/95 A 24.6 2-91/ B10. Indicate the source of the Base Flood Elevation (BFE) data orbase flood depth entered in B9, FIS Profile FIRM Community Determined 0 Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 89: 0 NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes 0 No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building UnderConstruction* 0 Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AID, AR/A, ARIAE, ARIA1-A30, AR/AH, ARIAO Complete Items C3: aA below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, todocument the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes 0 No o a) Top of bottom floor (including basement orenclosure) o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery andlor equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade o i) Total area of all permanent openings (flood vents) in C3.h Qsq. in. (sq. cm) 29. 7 ft.(m) l) N/A . ft.(m) N/A. ft.(m) o 0 29. 2ft.(m) wco 29.3 tt,(m) E 27.9ft,(m) z' m co 28. 9 ft.(m) I j SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R: MUSCATELLO, JR. LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & ADDRESS CITY STATE ZIP CODE 320 E, SOUTH ST E TE.1 ORLANDO FL 32803 SIGNATURE , DATE TELEPHONE L d V 1/15/04 (407)426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For lnsuranoe Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 306 APPALOOSA COURT 1F CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner, COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN CH IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and ZoneA (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for useas supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) aboveor below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunity s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3,h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knoWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law orordinance to administerthe community's floodplain management ordinancecan complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community offical completed Section E for a building located in Zone A (without a FEMA-issued or oommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. G5. G6. DATECERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION (AS FURNISHED) LOT 81, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1' - 30' GRAPHIC SCALE 0 15 30 TRACT "B" OPEN AREA 5.0'. 50.00 20- ENVIRONMENTAL CONTROL EASEMENT I.6.o..:.> LOT 81o... ,: 40.0' TRACT "E" WETLAND 5.0' ONE STORY CONCRETE BLOCK LOT 8 2 8 0, RESIDENCE o FINISH FLOOR . 4 o xa d LOT 80 w ELEVATION=29.69 O 306 APPALOOSA COURT O- Ln O El O 70 OO OENTERED 0 O 5.0, O 15.0' o ;;.>. 05.0' 5.0' CONCRETE"; DRIVEWAY -'.. N 80 10' UTILITY EASEMENT; WALK IS i.; d'.+... .....-. WALK IS 1.6' OFF I S%W;"(I';:;c`.:._'.:. 1.6' OFF N89'35'18"Wo 50.00' OIN 126.30 plV1I 1 L 2/? 292.79' PT S89'35'18"E APPALOOSA,CQURT a,9.D9 J PC TRACT A CENTERLINE OF CERTIFIED TO AND FOR THE RIGHT OF WAY 50' RIGHT OF WAY EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA JOHN M. WERNER AND SANDRA M. WERNER CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-14-04, 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. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY LINE OF LOT 81 AS BEING S89'35'18" E PER PLAT. FIELD DATE:) 10-7-03 SCALE: 1" = 30 FEET REVISED: FINAL 1-14-04 CKB APPROVED BY: WRM JOB N0, ASM 41857 DRAWN BY: FORMBOARD 10-24-03 CKB REVISED PATIO 9-25-03 JML REVISED DESCRIPTION 7-24-03 A MODEL CHANGE 6-19-03 JML TRIAL PLOT PLAN 6-4-03 JM PLOT PLAN 5-23-03 JML LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 0 FND NAIL AND DISC LB #6393 (01/14/04) FND 1/2-IRON ROD AND CAP LB 6393 (01/14/04) CNA CORNER NOT .ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINTOF REVERSE CURVATURE PT DENOTES POMT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. WILLIAM R. M O 3G o REVISIONS PERMIT # 03—oZLo _ DATE 16p3 ADDRESS 30(n CONTRACTOR PH # FAX # DESCPRITION OF REVISION: Mpdel Ccrroc ion UTILITIES FIRE BLDG Lcm PLOD PLAN DESCRIPTION (AS FURNISHED) LOT 81, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 81 CONTAINS 5508 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 659 SO. FT. t TOTAL SOD 2470 SO. FT, t 1" = 30' GRAPHIC SCALE O 15 30 n__ PT PATIO ENCROACHMENT APPROVED BY CLIENT. TRACT "B" OPEN AREA 5.0' w LOT 80 ,n o O 00 O O Z TRACT "E" L--WETLAND 50.00 58 . 5 18„ 20' ENVIRONMENTAL TCONTROLEASEMENT LOT 81 p'•'.`.r DRAINAGE TYPE B oF0 — — — — 40. 0' 40. 0' PROPOSED MODEL 1965 FINISHED FLOOR ELEVAITON= 29.0 /ryN mO o . o A/ O _ Il 00 O COVERED O — ENTRANCE O 5. 2' in 14. 8' p 20.0' 5.0' TY 10' UTILITY EASEMEN T,;i,< Oj LOT 82 ti1 3; N89-35'18"W t NI. al0 50.00' . NIviOIN OIVII126_ 30' - _ - _ i 29Y.79' — S89' 35'18-E APPALOOSA,CQURT 419.09 J PC TRACT A CENTERLINE OF / RIGHT OF WAY 50' RIGHT OF WAY BUILDING SETBACKS FRONT: 25' U O Opp REAR: 20' SIDE: 5' LEGEND CORNER: 15' PREPARED FOR: D. R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE .PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 81 AS BEING S89'35'18" E PER PLAT. FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM 0 DESCRIPTION 7-24-03 JA L CHANGE 6-19-03 JML PLOT PLAN 6-4-03 JM PLAN 5-23-03 JML BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE X PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PR PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED CALC) CALCULATED FND FOUND C/ W CONCRETE WALK S/W SIDEWALK Cp CONCRETE PAD PB PLAT BOOK N NATURAL GRADE 50. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PO PLANNED DEVELOPMENT A DENOTES DELTA ANGLE L DENOTES ARC LENGTH. C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY fVP TYPICAL A/ C AIR CONDITIONER COW CONCRETE BLOCK WALL Rp RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/ W 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. d y- R iE FIRM R. MU CATELLO JR. PSM#49281 DATE JOB NO. ASM41857 DRAWN BY: 5-26-203 7:09AM i RUM W!Gi'!G ea-. S ... -tr r'r.,....v'srrrr;r..:,; , n.. ,Sr ,•„ -;.., ... CITY OF SANFOi2DPTRNIIT APPLICATION Permit 9 :L2 7` Job A40m:_ Description of Work: Historic District: DDatei --- 7.oning: Value of Work: S_----- Permit Type: Building,_ •, Electrical 'A/ Mechanical Plumbing -- Firc Sprinkler/Alarrn r Pool — Temporliry PoleElectrical: New Service - V of AMPS 5 U ZUO Addition/Alteration Change of Service Mechanical: Residential _ , Non.Residential Replacement New (Duct Layout & Energy Ceic. Rrq,ired) Plumbing/ New Commercial: a of Fixtutcs of WatcT J Sewer Lines a of GaS Plumb(np/New Residential: it of Water Closets.- Plumbing Repair — Rc>idendal or Commercial Occupancy Type: Residential Commercial ndusnal Total Square Footape: _ / _ Construction Type; # of Stories: a of Dwelling Units: _ llood Zone'. (FEMA form required for other than X) Parcel #: Attach Proof of Ownership & Legal D cripdon) wnca Name&Address:O 2- Contracmr Name & Address: C .. _ Phone& Fax: unding Company: Mortgage Lender: - Addrest: ~ Archit"l/Engitteer'. - AddreSS: S Z 1 Lj' StateLiccnsc Nwnber00 1 u -- contact Perron „'= l_ - .. Yh,rn,: Phone Application is hereby made to obtain a permit to do the work and installations as indicated. I certify thol no wtnk or installsaon hes convnenccd prior to the issuance of a permit and that all work will be perfnrmod to miser sanduds of all laws regulating construction in this jurisdiction, I undcrs—d thul scparuu permit must be secured for ELECTRICAL WORY, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. QWNFR' S AFFIDAVIT: I ecrtify that art or the foregoing informanon i; accurate and dut all wrk trill be done in corrr;)4an uhd all huvlinng applicableLtsconsuuction Ltd zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICB OF COMMENCEMFN r MA',' RESULT IN 1'OUR. TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTFEN'D TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OK ATTORNFY BEFORE RECORDINO YOUR NOTICE OF COMMENCEMENT. NOTI : In a4dition to the requirements of thin permit, there may he additional restrictions applicable to this p.operry U,at Qy be found in the public rccctds of this county, and there rriay be additional permits ruquirod form other govemmanul armies such as wafer nunog StnCLS, SULC agCTICIe S, of icdcrtl s cnc ici. Acceptance of permit is verification lhal I will notify the owner of the grope ty of the requuemcnlc f lorida Ten w, Yti Date Sigrtuture of Contr'3crobAEent Ja(: Signature of Owner/Agent 0. LU _, '11 E. Print CUnrraCtor/A cn .. PrintOwner/Agent's Name Yr g t s amc -- Sir; naturc of Nulary•$ratr. nr Flnri;la Hato Signature orNulat t :c. nl'FIonJ iwncr/ agent is -- Pcriunnlw Known nt Ltc ur t.'u,iractnr/A cnt iS ly Known ivh°.c v, Produced li) -.. -- API' L.I('AI II)N AIII) 1(0VI{I) IIYIlldg: /ern ng:..., tnit;il 5: Uatu) (burial , Date) . pccctl Cunditinn::----._........ .. - - --... .. _ kypf" Marie A. Zettlemoyer gPpY PV9 ' 0° `': Commission 4DD221380Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc. Permit #: Job Address: Z-I S Description of Work: _r CITY OF SANFORD PERMIT APPLICATION q Date: k „—s Cr'o i,•;-„ OG. s Cam" . Historic District: Zoning: Value of Work: S i, Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines I I Plumbing/New Residential: # of Water Closets Z 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) 5, Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: l I, Phone: Contractor Name & Address: AVANT Phone & Fax: Bonding Company: Address: Mortgage Lender: State License Number: %— %-0) 7 Contact Person: _l C r \ Phone: 3 Gt— 3 4 `l Address: Architect/Engincer. 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 ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'SAFFIDAVIT: 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 requirement, Rf Flo ida Ltc w, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent ate 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 _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Contractor/ Agent is'-10 =Pets a•X, to M ART ProducedID': w; MMISSION # CC 875840 EXPIRES: February 1, 2004 pLoraine: Utilities: Bonded Thru Notary Public Underwriters Initial & Date) (Initial & Date) (Initial & Date) Permit # .T (/ — Job Address: 196 Description of Work: r Historic District: CITY OF SANFORD PERMrr APPLICATION 12-1 fr / Zoning: Value of Work: j iod r_ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poctl . Electrical: New Service —:# of gMPS Addition/Alteration Change of Service Temporary Pole: _ -. Mechanic4 Residential Non -Residential Replacement New (Duct Layout & Energy Calit. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fou ot[ecr titan %) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: .4,, Phone: _ Contractor Name & Address: MNOFaAva Uri A TE R. ATD d''fflOn License N Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: sue, PW0 t? Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a 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 ofthe foregoing information is accurate and that all work will bee in compliance with all applicable ipws rep i&.ting constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF Cp NCEMENT MAY RESUUF IN' YOi JR Ivi.5'ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ONSULT WITH YOUR LENDER OR ANATTORNEY BEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. / I NOTICE: In addition to the requirements of this permit, there maybe additional restrictions plicable t fi sbpjethatmay b fund in the public records of thiscounty, and there may be additional permits required from other governmental entitie such as wa tstricu tat agencies, or fed tel agencies. Acceptance of permit is verification that I will notify the owner of the property of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/ Agent is _ Personal]\ -no5 n to Me or Produced ID APPLCATION APPROVED BY: Bldg: InitialR Date) Pccial Conditions: Zoning: egmreme "' onda qnLaXT S713 ACIO 2 pnni ignature etor/Agent Date R G. DF,L,LoR USSOP t Contractor Agent's Nam Signature of NO- -N-State of Flonda Date Contractor/ Age-.::s Pcrsonah% Known to Me or Product,' : D FD: Initial & Date) Initial K Date) (Itritia cSl DatMIRINDA C. TURNER MY COMMi3SION 4 DD 212893 61, EXPIRES: June i 4, 2007 Bonded Thru idotary Public Undern riters COUHTY OF SEMINOLE ' IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD \ STATEMENT NUMBER 103-75602 DATE: U BUILDING PERMIT NUM R:8'\ (CITY) COUNTY NUMBERx UNIT ADDRESS: f- U--------------------------------------------_-----_- TKAFFIC ZONE: ___ JURISDICTION: 06 CITY-O-CANFU00-_--_--_' SEC: TWP: RNG: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE:LOT: _°1_ OWNER NAME: ADDRESS: '-' \ P/ - c--/_-)Y---_-------~.-------------------- APPLICANT NAME: ADDRESS: ------------------------------ LAND USE USE CATEGORY: 001 - Single Family Detached Hcuse TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FE -----------BENEFT RA--E F-E-E--U-N-IT---R-A-T-E--P-E-R-- TYPE TOTAL DUE TYPE DIST SCPEDULE DESC. UNIT OF UNITS kOADS ART[RIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CHOOLS ^ STATEMENT RECEIVED BY: CO -WIDE O dwl unit $ 54^00 1 $ 54.00 CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 A OUNT DUE $ 2,285.00 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. **W'0V DISTRIBUTIONx 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING) A WRI77E14 REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUXTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REOUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3OO NORTH PARX AVL}K1[ SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TO::` iEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY 114 CONJUNCTION WITH ISSUANCE OF =* SINGLE FAMILY BUILDING Da^v, 0 1' FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires December 31, 200E SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel, Number, Legal Description, etc.) LOT 81, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): fF' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 1 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202890045 E 4/17h95 4/17/95 A 27.5 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete, C2, Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is d'rfferent from the datum used forthe BFE in Section B, convert the datum to that used for the BFE. Showfield measurements anddatum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 29. 0 ft.(m) ca o b) Top of next higher floor NIA . ft.(m)co o c) Bottom of lowest horizontal structural member (V zones only) N/A.. ft.(m) o d) Attached garage (top of slab) N/A. ft.(m) 00 E 11 o e) Lowest elevation of machinery and/or equipment w 6 servicing the building (Describe in a Comments area) N/A . AM ro o 0 Lowest adjacent (finished) grade (LAG) N/A. z' o g) Highest adjacent (finished) grade (HAG) ft.(m) NIA. ft.(m) co o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 2 T t l f II flood t' C3 h 0oi) o a area o a permanent opeiings ( ven s) in . _sq. in. (sq, rxr,) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WIH IAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTSTNEERATE.1 ORLANDO FL 32803 SIGNATURE F1 DATE TELEPHONE fyf8/18/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO, Policy Number XXXX APPALOOSA COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intendedfor use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) ofthe building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade., Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: Ifno flood depth number is available, is the top of the bottom floor elevated in aocordance with thecommunity's floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFE) orZone AO must sign here. The statements in Sections A, B, C, and E are coned to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administerthecommunity's floodplain management ordinance can complete SectionsA, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued oroommunity issued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth offlooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments IFEMA Form 81-31, January 2003 Replaces all previous editions a CITY OF SANFORD PERMIT APPLICATION COrV- Permit # : (J ,J Date: Job Address:Y Description of Work: Historic District: Zoning: 11 Value of Work: $ 7' 5 ( e-9 '6' - >3-- Permit Type: Building y Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool r Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempo6ry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) F. 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 v1 Commercial Industrial Total Square Footage: T L Construction Type: # of Stories: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Na, \mee &_Ad`dress:^, Eg.#2 .Kli . ±1. ';7 ` 2- Phone: 4011. e5-- qIO, Contractor Name & Address: 10State License Number: Phone & Fax: ` dr '-'" ontact Person: ' i \.-k(-_,--e0 Phone R SLU Bonding Company: 1-y-111Address: Mortgage Lender: Address: Architect/ Engineer: A - Phone: ` CG 17' 4 .._ Address- 4al Ji t4ot'V i i- 1 Fax: A n 1 =4 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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 pe it ri icatio that I will notify the owner of the property of the requirements ofFVnda Lien Law, FS 713. Signature of Owner/A e t Date Signature of Contractor/Agent Date Cprin caner/A ent'slNa e Print tractor/Agen 's N m Signature of Nota - tate of orida Date Signature of Notary-Su"' otary-Su of Florida A OFF1—A LT9N PATRICW COULTON PAIR 1 QRiDA NOT R UBLIC STATE OF FLORIDA 0 er_ /Age s- 6`fdla _pArlt tv Me r Contractor/A ntf7ts IMMON IdQ W1VWr P4 dtf Produce l EXP. ULY 26,2006 MY COMMISSION EXP. APPLICATION APPROVED BY: BIdgF-' i 3 s©To3ning: Unities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Limited Power Of Attorney I hearby name and appoint: Craig Coulton and Ra- 'k j4.A `+on each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t The Building Dept. of: C j U 0 Gan For a residential permit for work to be performed at: Lot # : { Subdivision: -)akus r ss i Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 6z, — 4 -,- r Signature of Contractor This foregoing instru7;7 s acknowledged before me this: Date: 7 By: Richard B. Ladd (Contractor ) Who is personally no n to me. OFFICIAL NOTARY SEStateofFloridPATRICIACOULTON ARY PUBLIC STATE OF County Orange. N COMMISSION NO. DD134330 FLORIDA MY COMMISSION EXP. JULY 26,200E Notary Public Signature Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE la (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACC_ 0UN 1 (FULL NAME) NAM)-; SERVICE FAX 11 (407) 328-7367 M.AILIN6 ADDRESSfo2.S0 [ (Q} Dr, 4t%oZ ve off, ZIP 3ze2Z _ TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE 0WYv1rl A er-& COMMERCIAL PR Fa -*-I Co01'On, WORKit'41)-- O) SOCIAL SECURITY# j3-pl OWNER OF PROPERTY— __D.9-- 4or- HOME# f\)- I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDE -PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BEPAIDATTHETIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. 1 MUST PAYALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFFINTHEHOMEBEFORETHESERVICEISESTABLISHED. THE CITY IS NOT LIABLEFORDAMAGESCAUSEDBYWATERFAUCETSOROUTLETSLEFTON. I UNDERSTAN T N N-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ TOTAL THIS READ_____ CSR 0AFE THIS INSTRUMENT PREPARED BY: Patricia L. Coulton DR. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04654 PG 1319 CLERK'S # 2003096370 RECORDED 06/06/2003 110507 AM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot(s) 45, 81, 82, 90, 91, and 99 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: . Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Exppiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: Robert IN. Lawson, scant SecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 b RobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, on e a o t e co oration. rpWe/She is personally known to me. Notary Public, State and County Aforesaid QotaTyvna e ENCOTARY FICIAL CJ`°ii;-=' PATRICIA COULTON PUBLIC STATE OF FLORIDA MISSION NO. D1.DI34330 MISS?' 7rat F`'P, II II,Y 26,2006 Notary Seal CERTIFIED COPY MA YAVE MORSE tERK OF CRN FLORIDA iTY CLFR CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacks from all structures to property linestiondesign it for structures drawings drawn ( not scscale, fences) 2, Two (2) complete sets of construe g Complete sets to include: r sizes for all bearing walls. Provide side view details a. Foundation plan indicating foote of these footers with reinforcement bar replacement. b, Floor plan indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. all wall sections to be used In the structure. Bearingd. Cross sections non -bearing Inter and exterior. Show all components of wall section. e. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h, Square footage table showing footages: 4le'Z-. S.F. Garages/Carports --= Porch(s)/Entry(s) S.F. Eli Patio(s) Conditioned structure V 6.F. Total (Gross Area) 'a—S.F. Cl 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beRibs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE 13y owner ent) A,PlX n- Sin' Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Quarterly Paymentment Amountk FIrst payment due on the Install Anniversary Date) Contract Number Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System, PUCHASERSNA M`E AND ADDRESS Name .• C CY. "-FS Address e=- City/State/Zip-lAi:O, 1 37 ZZ Phone & Email INSTALLATION ADDRESS: L—8' 1 SPECIAL OR ADDITIONAL COMMENTS CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email NOTIFICATION STICKER LOCATED: K aC C(?fl . DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALLGOVE);2N THE RELATIONSHIP OF THE PARTIES. jig,.w..;'",..."',..,......,...... ' Apex Representative Signature Date aC tomer or A ent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. Install Sentricon* stations (the Stations) In the soft 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 of: a, any new or increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the" original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor ''. per quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRA.INTES, OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE, FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY, Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value,,economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and In no, event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. mow- i o u : o, rin , r n•i CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: 03-NoZ Date: The undersigned hereby applies for a permit to jostall the following electrical: Owner's Name:, ,a , Address of Job: J ' k Electrical .Contractor. Residential: Non -Residential: r. Number Amount Addition Alteration, Repair Residential Non -Residential New Residential: AMP Service New C mme a : f AMP Service Chan a Of Service: From AMP Service to AMP Service Manufactured Building Other: Descri tion of Work: o0 y Application Fee: 10.00 TOTAL DUE,:.;::: t 1 By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. Applicant's Signature State License Number SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)It is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or, sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception, 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectionordiscontinuingtherelationship (note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and-,. (S)retrieve, or advise DowElanco'or its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMERICONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, sttikes, embargoes, Gres, 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 be responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. 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 an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, in its sole discretion, that it Is unable to prevent or stop further damage to Propert from subterranean termite activity. 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 Identifie Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date, After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407459.2847 407.858-0540 813.221.2847 800-929.2847 888-764.2847 877-459-2847 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 11111111111111111111111111111111111111111111111 u III I II11 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04854 PG 1319 CLERK'S # 2003096370 RECORDED 06/06/5003 110507 AM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 45, 81, 82, 90, 91, and 99 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax M. Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: Robert Ilk. Lawson, stant ecretary Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE ZeaTheforegoinginstrumentwasacknowledgedbeforemethisdayofbyRobertA. Lawson, Assistant Secretary of DR. Horton, Inc., ware Corporation, on e a o t e corporation: He/ She is personally known to me. Notary Public, State and.County Aforesaid OFFICIAL - 0u PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSI')r r F p jI1LY 26,2006 otary igna e Notary Seal CERTIFIED iC0PV MARYANNE MORSE CLERK OF CIRCUIT COURT 1N6 E 0 NT:Y. FLORI rT, ri.Rct PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF LOT 51, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 17-29; THENCE RUN S89°35'18"E A DISTANCE OF 51.89 FEET TO THE POINT OF BEGINNING; THENCE RUN N00°00'00"E A DISTANCE OF 110.15 FEET; THENCE RUN S89'35'18"E A DISTANCE OF 50.00 FEET; THENCE RUN S00"00'00"W A DISTANCE OF 110.15 FEET; THENCE RUN N89'35'18"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. TRACT "B" OPEN AREA LOT 81 CONTAINS 5508 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 533 SQ. FT. t TOTAL SOD 3188 SQ. FT, t LOT 80 POINT OF COMMENCEMENT SOUTHEAST CORNER OF LOT 51. BAKERS CROSSING PHASE 1 POINT OF PLAT BOOK 60, PAGES 27-29 BEGINNING S89'35'18"E- 51.89' TRACT "E" WETLAND 50.00 S8 '18" LOT 81 DRAINAGE TYPE B r — — — —' — —' — n GRAPHIC SCALE 0 15 30 I I "PATIO, s--- ' a0.00— w zs.3 I0 PROPOSED 2289OuiioFINISH FLOOR 0 InELEVATION=29.0 a '— 00 /C O 0 0' 00Z 5.3' 5.0' L.— LOT 82 10' UTILITY EASEMENT:.;:.;.:*;' b N89'35'18"W---_----- Nlo 50.00' NIUOINofI 126.30 i 292.79' CPTS89'35'18"E 419.09' UNNAMED ROADWAY CENTERLINE F) RIGHT OF WAY OF PROPOSED BAKERS CROSSING PHASE 2 50' RIGHT OF WAY y PLANS REVIEWEDBUILDINGSETBACKS FRONT: 2' CITY OF SANFORDREAR: 20' SIDE: 5' LEGEND CORNER: 15' BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH PREPARED FOR: POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE D.R. HORTONX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POINTCURVE PROPOSED DRAINAGE FLOW ORC OFFFCIALLNRECORD 1. ELEVATIONS SHOWN ARE PER LOT GRADING 0 CONCRETE PD 6 PLANNED DEVELOPMENT DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM PCP PERMANENT REFERENCE MONUMENT PERMANENT CONTROL POINT PC PI DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION M) MEASURED PT DENOTES POINT OF TANGENCY LIST FOR CONSTRUCTION. CALL) CALCULATED TYP A/C TYPICAL AIR CONDITIONER ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FND C/w FOUND CONCRETE WALK CBW CONCRETE BLOCK WALL FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES S/w SIDEWALK RP RADIUS POINT ONLY. THIS IS NOT A SURVEY CPPB CONCRETE PAD PLAGTT BOOK RCS RADIUSCONCRETE SLAB NP NATURAL GRADETHISISAPLOTPLANONLYSO. FT. SQUARE FEET R/W ORR RIGHT-RD OF -WAY OFFICIAI RFCORDS ROOK I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO-1.20289_0.0_4.5_E—DATED-4%1.7/"95 AND FOUND THE SUBJECT PROPERTY APPEARS' TOLLIE-IN-ZON_E A, BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 81 AS BEING S89'35''I8" E PER PLAT. FIELD DATE:) REVISED: SCALE:- 1 = 30 FEET APPROVED BY: WRM 1 JOB NO. ASM41857 DRAWN BY: PLOT PLAN 5-23-03 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4V AD J/ / W—W FOR LLIAM R. SCATEI JR: PSM# 28 DATE CITY OF SANFORD PERMIT APPLICATION Permit # : & 1), Date: 2 Job Address:=M"'IujwfGj)escription Historic District: _ Zoning: Value of Work: S Permit Type: )3uiiding plectri6al Mechanical Plumbing )ire Sprinkler/AJQfm ___ Pool Electrical: New Service — # of AMPS Addition/AlterationChange of Service 'temporaryPole — Mechanical: Residential _4, z:!: 1+lon-Residential Replacement . New ` (Duct Layout & Energy Cale, Required) Plumbing! New Commercial: # of Pi:ttures # of Water & Sewer Litres _ # of Gas Lines Plumbing/Now Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential Colnmerciai Industrial 'Total Square Footage: Cotrstruction 'Type: ,, # of Stories: — # of Dwelling Units: Flood Zone: (FEMA form required for other than ?C) Rarcel C OwrterName $ r Addrress;.._ ) lj0 e4.41 G Contractor Name & Address: Phone & FIX ,io/—LE: Goatee[ Person: Bonding Company: Address; Mortgage Lender: Address: Arebitect/ Engineer: Address: Proof of Ownership & Legal Dwe 'd n w..lp Qs Lt f. v -7 3 State License Number: Phone: Fax: 71 Application is hereby made to obtain a permit to do the work and installations as indicated, I eortify that no work or installation has commenced prior to the issuance of a permitandthatallworkwillbepet7Potmedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I undcrstand that a separate permit must be securedforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 0 WNER'S AFFMAYII: Icertify that all of the foregoing information isaccurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, WARNINGTOOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOYOURPPOPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. n NOTICE: In addition to the requirements of this permit, there may be additional restrictions this county, and there may be additional permits required from other governmental entities s Acceptant ermit is veri ation t1rt I Witiqiotify the owner of the PpPeM of the fequir S' tureof Owner/ Agent Date Si Print Owner/Agent's Narrw PI ram/mot qD Signature ofNotary-State ofFloridathispropertythay be found in the public records of Managem tstriM Wte agencies, or fadersl agencies. d+ `:NAo tary Public State ofFlorida QwnerlAgcnt is ovally Known to Mc or Contractor/Agent is !/Peraonall r C r NW2,=% Produced I _ Produced ID dtW) 2 9. BY Nallora •..nrr r / SSrI TION APPROVEDBY! Bldg: Zoning: Utilities: FD: initial & Date) ((nitial & Date) ( initial & Date) (Initial & Date) mditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 t Back j> 1 PARCEL DETAIL 3 5cminole C(,un1Y i J v7APPALOOSA CT rricrs f 1101 F, First So. tiynfard h1. _i;7'T t 1n^-6n4-Igor. WORKING VALUE SUMMARY2004 Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 18-20-31-506-0000-0810 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: WERNER JOHN M & SANDRA M Exemptions: Depreciated EXFT Value: $0 Address: 306 APPALOOSA CT Land Value (Market): $27,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 306 APPALOOSA CT SANFORD 32771 Just/Market Value: $27,000 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $27,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $27,000 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $132 WARRANTY DEED 01/2004 05197 0558 $168,700 Improved 2003 Taxable Value: $6,310 CORRECTIVE DEED 08/2003 04964 1117 $100 Vacant DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 81 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - LOT 0 0 1.000 27,000.00 $27,000 99 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recent!y purchased a homesteaded property our next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=1820315060000O810&cpad=apf 6/30/2004 IMRY MANACAMUNTi.i);A j,j: (Aq VA4*7 Tx 7 OR, An, CH-ITECTUR.A.LPF-WOW ROARID APPOCATION the application Uon and,forward, w1th roqmvulpq intormavan, to the ptyaradymapag- P, rfm-.- pit, couvr'Ing, ploaswdo not cmfnmonve wank I.MtO ymv rofmiv-) ap jfoval of Your xpPk1'-* km from t bF,, Amh bolvvO Plovlow sowO. j Date ofARP kwlon Applkn, an,VsNarrig Phane Num 5) IL Rropeny Addroas Q. Rocraalio ml Equipnwr-4 It 0.1her Fvm( On Impm Elf1d. OF* Hafmm.Ip owl Yi NO. 1qn(!,RMrD API' Frufa iwW6.,(hm Alm., qvp*r nd of phtmt,mtlp x1pprayed, n, oPO 41 1-76- ifuraToprmlfrolo. comple - Infor-MoOOT, WRI00 y #ie. qpprovaj pmuv, NO-TVU, AIj:f aquimt.. musl 'ganf ora, IToAft, applingWozonfrig and IMId. oq. roquJ&tjqRf;. and it (A th-C proporty.cowner"s', faspgnsWffity to c)biv1:,naR necas,"Fy pert 1. tilts Ira—PpOc-aflobi. -RRPTOVOW THNS $4MMN. TO BE COMPI-VTED V.Y ARcmT.F.CTURAL Hr-WIM DatoArdDo J. OUFBARD1katz-V15ERS SIGN- R COMMENTS. wipp000n Dats 4 mril Invorbora Dals 4 rh(9.0-11 L4i OJ./ ZUUJ ejb: 4 r jbL1414723 KQCD INC PAGE 01 LIMITED POWER OF ATTORNEY I HEREBY NAME AND APPOINT: -p I V- 1 AN AGENT OF: PRESI ' FENCE COMPIMY TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME ANDAPPLY TO THE BUILDING DEPARTMENT OF:s..;Cv,. FOR A FENCE PERMIT FOR WORK TO BB PERFORNIED AT LoJN,& PJEJ. Y k SUB— pLYSI IQN: - 4- hers cross-,) AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. GEORGE Lig— L INA—MfI, OFCONT_ RA,CTTUG-4 -() C S(S- 1GNATUREOFCONTRACTOR) The foregoing insta-um DATE: \\ BY: G, EO.RJWho is p STATE OF FLORIDA COUNTY OF ORANOF. A 5A' e- j m.e this : known to me and did not titke an path. Pullc Notate ofFlorida INCOTOO oneowNw2, 21111 commiggan2569 AM t3o4arY PLAT OF SURVEY DC.SCMPTION (A; FURNISHED) OT tit, tinKERS XRO!:,-ING PHASE.2 A, QLCOMA-0 IN r'LA7 GOOK 62, FIA(IF. a 97--99, Of Ili `f. 110HiA.0 RECORIJ; of .11: tNOLE COUNTY, f L(>Ifli;A NOTE: THE FiNISHED Ft,OOR ELEVATION OF THiS STRUCTURE MEETS OR EXCEEDS THE THE REOUiRCMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER S. SEC, 8•-7(A). 11t Allt_Qt;14,'AI_r O 1, Iu TRZACT "H" OPCN AF;'h_A J TRACT "C WETLAND ti `, O.0 5"_ 7R' CNwTOItYCMAt _-_I - fnNINfN, LnawceNl-., r, i: LOT 81 s 0, fi fwr Sfnn c!PmGkLIL ULGQK f'IM'Ja N7 itila: ink ryT' , LOT 80 4I 1,•I f VA iHIN ••79.1i7 y d j 8 Ld") 00 0n l;i,N Lfi I Il t 1L. I f'oh rlil if '• Mi9' u)'rLlTvf raSP.ufN)d• wAl K Ifi r:•_^_:- t'FT_ I A' OFf q.a--z- ..• WAI X IS... N8915' 18"W 50.00' sa9',a; APPALOOSA CgURT 414.es TRACT "A' k.H lil 1FD TO AND f'ON THL p Aifkf (W WAY LXCLUSIVF USF OF: D.gjI. nnr fOMI'ANY OF ILORIDA INC. rIOCLITY NMIHILL !N°.CIRANC'FCiuPle'iY Of +'I NN' '(LL'A.NIhJVIIN M, wECTr:I-R ANtt nNI)itn M. WE_RNER 0) MOPJGAGL COMPANY, 1.. , LN), NOTE: I. All DIFEC11UNS AND OISTANCFS HAVE RFEN I iLLO VL1t1I 1L0 ANO ANY INC: UN;;It ICIIClf'!; HAVF f1E71714 NOTUt ON 11tC tiUfIV[ T', iF ANY. PROPERTY CORNLUS ItHOWN HFRFON WERE 1L T /I OUNU ON 01-14--04. U4LCaLr O ll iL_RWTTISfSif( iUYN. OIL SU'(VCYOR HAS NOT ARSIRACILL) 1riC t1ANU ! i11UwN liVICON FOR FASF.Y1,IN1;i, it1ClIT OF WAY, OF RFCORU VOC;i MAY AFFECT 11IL 111LL OR t;rF OF THE LAND, 4, NO U`tDLI,'Q?QUND iMr1RO1Vf-MFNTS k-IAV'LUL.LN OCATE. 0 LXCLI-`r A , !iIIOWN. 5. NOT VALAI w i (ml THE IONAf1jfIC ANO Ill(" ORIC+ NAL IlAra'f) 5f'Ai, OF A FL_OR10A Lia;ENi&D 1111VI' Y014 ANO MA)'r'ER. 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OERCt7NMLLii; IHF AP"OCAO(.L MINIMUTA 7j.Ci IAII(;.AI S TANDAVOS" 'A! iiy PI F FI.CTZQA OOANN) 01 I'117FF :SIt1NAL i UItVL'YU!t:; AN() MAf r'FR, tat C!iAV IL11 51GI%-n, FI OMOA A.UMINI'itIlAlly[ C!JDF I''IjR';0ANT TO tUHAP ILN -1 /7.r:; 7. FI ORtOA TATI TF;' _ Zt' At, 4V! t. Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xis PAGE DESCRIPTION DRAWING 0 / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 2 : INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING, FIN WINDOW FLEX0028 1000 3 INDEX 4 INDEX'`' 6 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 . '. INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0029 IFLEX0020 IFLEX0016 1000 11000 . 11000,1600 & 2000 6 INDEX : ` 7 1 INSTALLATION DETAIL WM SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 11000,1500 & 2000 1000 8 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 10001750 S 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1760 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 5 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1750 & 2000 1600,1000 & 2000 13 INDEX r .. 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 6 .. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 1600,1000 & 2000 1000 / 1600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE .CAPACITIES . 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 100011.600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFLG 1000 / 1600 22 INDEX ': 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFINTR 1100011600 12000 24 . FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLGTR 12000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 12VMHMFLO 12000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 2000 31 IFLANGE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 2VMFLG 2000 PLANS REVIEWED CITE( OF SANFORD Page 1 of 1 mllemasteWds XoALITY WINDOWS RY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER., 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210--1949-2 48 1/2" X 84 1/2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X .72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-21072089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1/2 )OSER. 2000 SLIDING GLASS D'OOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING - BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO I BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.), SEE NOTES) WINDOWHEIGHT PERIMETER CAULK — BY OTHERS CAULK BETWEEN vGOD BUCK L MAS-Y. OPENING BY OTHERS G+E BY WOOD CONCRETE OR BUCK BY OTHERS MA>0•+RY OPENING eY OTHERS BUCK WIDTH I-1• "IK j aaxcNT SM(N I DINSTALLATIONANCHOR 3/16' DIA. TAPCON FLANGE TYPE WINDOW FRAME C`A£E 1/ ,MAX. 1/{' MAX. NOTES) Il` SHOWN (SEE NOTE 9) JAMS INSTALLATION ANCHOR C9N SHOWN (SEE NOTE I 4 a I / C I-1/4• MIN. GLASS (TI \ o EMBEDMENT ( SEE -NOTES O ll CAULK BETWEEN WINDOV FLANGE t WOOD BUCK Snln AS REO'D. PERIMETER 1/{' MAX. CAS) K SEE NOTES) BY OTHERS , 1 WINDOW WIDTH 4 1 / FLANGE TYPE STUCCO J INDOWBY OTHERS CAULK BETWEEN HEADERVO^D BUCK L SECTIONB—B MAS'Y. OPENING BY 07HERS BUCK HEIGHTWINDOW HGT. I K- FLANGE TYPE WINDOW FRAME SILL WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR 17 G I SILL ST00L d BY OTHERS O •• CAULK BETWEEN L/ INDOV FLANGE PRECAST SILL L PRECAST "$ILL B!.OTHERS `•I W/ VULKEM US A V ADHESIVE CAULK OR APROVED EOL. . SECTION A —A 2 12002 PREPARE. Br: PRODUCT L APPLICATION EIG,INEERING. INC.. l) TAPCON LOCATION CHART CALL TIP TO LOCATiONS IN HEAOII_OCA.TIONS IN JAMB UP TO TpF UP TO I TO SIZETIPsoPS% C. OX soP: F A ss, F022 74 X 26 C.O LJ LJ 023 7a % 32 3/6 C.D C.O.E I,J.K.L I:J.K.L 02a 74 X SO S/6 C.D C.O.E I,J.K.L O.MLJ.I(.: I a 1/4 X o L u. I. 033 1106 I/{ % 38 3/e I B.C.C_ I-.^.O.E I LJ.K.L I i,J.lc,l aII /a %0 ': • B.0 C'.E I A•=.C.C'.E.F I,J.K,L G,M I,JK.L T22 III % 2 o L. L J T23 III % 38 3/1 a.C.C.E 1.J.K.L LJ.K.L ITAIII % s0 5/8 B.C.D.£ A„C.O.E.F I,J,K.L 1.J K L M2 120 X 2b bA..l;._ C I,J.K,L I,J.K,L 3 120 X 38' 3/B B.C.C.£ ' I. A = C.D.E.F LJ.K.L I,J,K,L MA 120 % S/B A;B.C.C.E.' A .C.O.E.F O.M.I.J.K,L I.J K L 6030 72 X 36 C.0 C.D _ I,J I I.J.K.L 6040 72 x a aC.D C.p.E t.J.K.L I,J K.L 7020 a X 24 I,J 7030 84 % 36 B.C.D.E I c.I,O.E I,J.K.L I LJ.K.L 0{ 0 a % 41 B.C.D.- O.E LJ.K,L I,JK.L 8020 96 X 24 J.K .L 1, 030 96 % 36 B.C.C.£ O.E I,J.K,L I.J K.L 8040 96 X as C."-- a.3.C.DE.F I.J.K. 9020 lOd % 2a L. L. .= I,J I,J.K,L 9030 108 % 36 B.0 '.E I 3.C.O.E I,J.K,L I,J.K.L B C.C.E A..=.0 S.E.E 1. J K L IJ K 10020 120 % 24 C.0 U. I,J I.J.K,L 10030 I 120 X 36 B.C.C,E A,B.C.O,E % I,J.K,L I,J.K,L 100{ 0 120 % {9 B.C.C. E. A =,C.O, E.- I,J K,L I,J, K,L NOT; S: - 1) SHIM AS REO'D. AT EACH INSTA:L&ION ANCHOR, MAX. ALLOWASLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERu.:: ALUMINUM A-LOY 6063. 3) TAPCON INSTALLATION AN;;MOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMSEOMENT'OF 1-1/{'INTO MASONRY OR CCNCR:TE. USE SILICONIZED ACRr-IC CAULK BEHINO WINDOW FLANGE AT HEAD $ JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AOHES1vE CAULK OR A=PROVED EQUAL. H S) USE SILICONIZ£D ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR t OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE' IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTtTY _ LISTED WITH. NEXT LARGER SiZE..FOR THE APPROPRIATE DESIGN PRESSURE RMO. B .7) CUSS THICKNESS MAY VARY PER THE REOUIREMEN-S OF AST- E1300 GLASS CHARTS. 8) LETTER OESIC%ATIONS ON THE TAPCON LOCATION C:.ART INOICATE WHERE TAPCON ANCHORS ARE TO BE INSTAL': D WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD SE FILLED w: , la STREWS OF SUFFICIENT LTM. TO PRWOE MIN. 5/8 IN. EMSEDM:'.T INTJ WODO SUCK. 10) APPUCATION OF VULKEV IIE ADHESrF_ CAULK AT E=AME SILL MUST COMPLY WITH SEALAN- MANS)F-CTUP:?'S RECOMMEv0AT10NS. ' 11) WHERE WINDOW IS INSTAuLED 1% MASCNRY OPENING WITH A STRUCTUAL Two BYSUCK. USE r-O SC-:WS OF SUFFICIENT _NGTM TO ACHIEVE I-3/ E_ MIN. EMBEDM:NT AT a:L INSTALLATION FA57ENER LOC:::IONS. PKVT., SU; TE ;3U, MEA'-10., F--2;DA 32746 PHONE •07 80-0365 FAX •0', l jir SHEATHING CAULK BETVCCN BY OTHERS WINDOW FIN t SHEATHING INSTALLATION ANCHOR «B SCREW STuCCO OR SIDING BY OT HERS PERIMETER CAULK ' BY OTHERS GLAZING (TYPJ SEC NOTE 7) WINDOW HEIGHT PERIMETER CAULK BY OTHERS. 1' MIN. TWO BY WOOD SEDMENTr— /— BY OTHERS INSTALLATION IIIANCHOR #8 SCREW STUCCO OR ( ISIDINGBY OTHERS CAULK BETvEEN 3 -jWINDOWf- I"MIN. IL SHEATHING SHEATHING EMBEDnENTBYOTHERS SECTION A —A 1/4' MAX. SHIM SPACE SHIM AS REO-D. SEE NOTES) WINDOW WIDTH FIN TYPE i'A" O.C. WINDOW FRAME II ( MAX. TYP.) HEADER A WINDOW EQUALLY HEIGHT SPACE ANCHORS r B TYPPJ A 6• MAA,- 2a O.E.(TYPJ FIN TYPE Max. (T TPJ WINDOW FRAME SILL 6" MAX. (T YP.> ELEVATION VIEWED ROM Ex ERIOR WARBLE SILL STOOL BY OTHERSr,i,"=,'s': 1 L l?l0A ExTRuDcR _ 1/4' SHIM -- - ------ SPACE MAX. SHIM AS REO'D. SEE NCYr1, TWO BY WOOD BY OTHERS WINDOW VIDTH TVO BY WOOD By OTHERS SHIM AS RECS SEE NOTES) 1 /4' MAX. SHIM SPACE CAULK BETWEEN V (NOON FIN L SHEATHING 1' MIK Er BEDr.ENT J GLAZING (TYPJ _/ SEE NOTE 7) PERIMETER J . CAULK BY OTHERS SHEATHINGOTHERS FIN TYPE WINDOW STUCCO DR. Br FRAME JAMB SIDING BY INSTALLATION OTHERS ANCHOR a3 SLREV SECTION E-B NOTES. 1) SHIM AS REOV ADJACENT TO.EACH INSTALLATION ANCHCP. MAX. µLOWARLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFIC:£NT LTH. TO ACHIEVE MIN- EMBEDMENT OF iINTOWOODFRAMEMEMBER- 4) USE SIUCONIZED ACRYLIC CAULK BEMINO WINDOW F;N AT MEAD. SILL S JAMBS. 5) USE SIUCONIZEO ACRYLIC CAULK FOR PER:METER SEAL. AROUND EXTERIOR OF WINDOW FRAME. 6) CLASS THICKNESS MAY VARY PER THE RE:vIREMENTS Cc ASTM E1300 GLASS CHARTS.. 7) INSTALL INSTALLATION FASTENERS AT 6 MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. W7H ANCHCR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73- X 71' M7.X. PREPARED BY: PRODUCT t APPLICATION ENGINEERING. INC.: Z50 INTERNAi1L24A. PKVY..:U[TE 250. HEA-,PROV. FLCR;DA 2Z74i PHONE 407 805-0365 fAX 407 H07-735 46 i® vi SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN t SHEATHING INSTALLATION ANCHOR w8 SCREW STUCCO OR SIDING BYOTHERS I PERIMETER — CAULK. By OTHERS GLAZING (TYP.> SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK — BY OTHERS TWO BY WOOD I• MIN. BY OTHERS I/4• MAX. SHIM SPACE SHIM AS REO•D. FIN -TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW HEIGHT FIN TYPE WINDOW FRAME. SILL I/4' MAX. CAULK BETWEEN WINDOW WIDTH SHIM SPACE WINDOW FIN t SHEATHING TWO WOOD ByBY OTHERS SHIM AS REO'D. SEE NOTES) I• MIN. EMBEDMENT i GLAZING (TYP:) SEE NOTE 7) SHEATHING WINDOW VIDTH BY OTHERS FIN TYPE WINDCv PERIMETER 2a O.C. CAULK j MAX. A FRAME JAMB BY CTHERS STUCCO OR INSTALLATION II (TYP.) ANCHOR P3 SCREW SIDING BY OTHERS SECTION B-B EOUALLY SPACE ANCHORS (TYP.) N=5. 1) SHIM AS REO'D- ADJACENT TO EACH INSTALlAT10N ANCHOR. MARBLE SILL A MAX. WAX, ALLOWABLE SHIM STACK TO BE 1/4', STOOL BY 24. O-C. (TYP.) - 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. OTHERS MAX. (TYPJ }) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTN. TO 6' MAX.(TYPJJL ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME MEMBER. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL k JAMBS. EL EVATIO N 5) USE SIUCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 1/4' MAX. VIEWED FROM XIt.NIUK C) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM SHIM SPACE E1300 GLASS CHARTS. r P,j^. = - Tw, r4r,"^ 4 " ..f;, T ^ 7) INSTALL INSTALUTION FAT -- AND AT 6' uAx. FROM CGRuERS io l .iu: .I'...•.a:=<>» '•-'t r+ AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF 1T.,,. _ 1F _ _ `++ { INSTALLATIONS WITH ANCHOR SPACING AS STATED. IS 70.0 PSF Y,L7 L, * A 'F"" IL, ^ + TIh,Ey,IC !! scams FOR ALL AVAI AB E SIZES UP TO 119- X 49 5/8• MAX, INSTALLATION I IIANCHORw2SCREW SHIM A! STUCCO DR SEE NI SIDING BY IIOTHERS CAULK BETWEEN WINDOW FIN jHEATHING 1•MIN L SHEATHING By OTHERS EMBEDMENT TWO BY WOOD BY OTHERS SECTION A -A I rGoR/7 FY F?uDER - — . S) REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD. FLOP.IDA TITLE: INSTALLATION DETAIL W/ rib SCREWS HORZ. SLIDING FIN WINDOW xOX CONFIGURATION- SERIES 1000 DP.AIYN BY: BB APPROVED BY: t- L fj DATE:12/17/0t SCALE: N. T. S. DWG.: FLExOO29L. ! L' Q4. PREPARED Br: PRODUCT t APPLICATION EWANC£RING. INC.. 250 INTERNATIONAL PXVY_ SLITE 250, HEATHROW, Y,CRIDA 32146 PHONC AO] B05-0165 :Ax AO) B^5-0355 O 4 I1 CONCRETE OR MASONRY OPENING BY OTHERS ONE By WOOD BUCK BY OTHERS CAULK BETWEEN aWINDOWFLANGE L WOOD B STUCCO BY OTHERS PERIMETER CAULK W M BY OTHERS WINDOWHEIGHT) GLASS (TYP.) SEE NOTES) PERIMETER CAULK By OTHERS CAULK BETVEEN WOOD BUCK MASSY. OPENING INSTALLATION ANCHOR BY OTHERS 3/15- DIA. TAPCON I1-1/4• MIN. EMBEDMENT C yl I 1/4• SHIM - SPACE MAx. 1 1 F ONE BY WOOD CONCRETE OR BUCK BY OTHERS MASONRY OPENING 2Y OTHERS V. 1-11.• MIN BUCK WIDTH) I LH2C WENT 1/4• SHIM D FLANGE TYPE SPACE MAX WINDOW FRAME SHIM AS REO'D. JAMS (SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON v RIGID VINYL GLAZING BEAD GLASS (TYP.) SEE NOTES)--/---- I O SHIM AS REO'D. I. SEE NOTES) CAULK BETWEENB.H. VINDOV FLANGEBUCKLVOGDBUCK PFLANGETYPEHEIGHT) VINDOV FRAME HEADER PERIMETER RIGID VINYL GLAZING BEAD TYPJ FLANGE TYPE WINDOW FRAME SILL CAULK BETWEEN Q WINDOW FLANGE L PRECAST SILL ADMESI EKCAULK116 PR - BY OTHERS SECTCASTSILLIONA -A OR APROVED EOL. W.W. A A B C D I E I i Iw 1 IN AT I RICR CAULK STUCCO BY OTHERS BY OTHERS W.W. VINDOV WIDTH) CAULK BETWEEN SECTION B-B MAS'Y. OPENING NOTES: BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINOOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD & JAMBS. SILL MUST BE AT. -ACHED TO THE SUBSTRATE WTTM VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT URGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO•D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED MOLES NOT OESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 18 SCREWS OF SUFFICIENT LTM. TO PROVIDE MIN. 5/5 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL L(VST COMPLY WITH SEALANT MANUFACTURER'S P.ECOMMENDAi:ONS. 11) ONE ADDITIONAL FIELD DRILLED Q INSTALLED ANCHOF. IS R£0'O. IN EACH JAMB ON THE FOLLOWING SIZES: -D25' (73 ) 62). -026• 73 X:71). '56M6OM' (65 X 71). h '50M60M- (71 .X71). PUCE ANCHOR BETWEEN ANCHORS G AND I_ _ AND BETWEEN ANCHORS H AND J' OVER 55 PS, ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITM A STRUCTUAL F TWO BY WOOD BUCK. USE III) SCREWS OF SUFFICIENT LENGTH TO ACHIE'E 1-3/9 MIN. EMBEDMENT AT AFL INSTALLA ION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE 171 ADD A 310 SCREW I ANCHOR, TO EACH JAMB FOP. NOTED DESIGN PRESSURES. zFtdR/p,¢ -rrruQF S FEE . # PPCPAPCl ef. PPOpr T L APPLICATION E q CALL TIP TO LVLAHVN P$t OPSf IN HtAU OPy- lU1 J P5i AIIVN IN J PSi JAMy Or;F SIZE I TIP To To To I Io TO S« F 7 .P i 31p Psr7 1h2 26 1/2 X 26 C C C C.M G.H O.M IHS 26 1/2 x 38 3/8 C C C G,H C.H G.M ua 26 1/2 x 50 5/8 C C C G.M cM G.HI.J IH45 25 1/2 X 56 1/4 C G C G.M GM G M I,J IH5 26. 1/2 X 6} C C C G.H G.M,LJ G,M,LJ IH6 26 1/2 X 72 C C C G.H G.HI,JGMI.J 22 X M H H 23 - 37 x 38 3/3 C C C CM GM Gm 24 37 x 50 5/8 C C C G.H G.MJ,J O.I.J 245 37 X 56 1/4 C C C O.M G.H.I. G.r:.',J 25 37 X 63 C C C G.H G.M.I.J G..0 26 37 X 72 C C C G,M I,J O.H.I,J E.F.G!+.LJ 1/d X 0 33 53.1/3 x 38 3/3 C B.0 2.0 GM GM G.HLJ 34 53 1/8 x 50 5/3 C e,C G.H CMI,J GM,I,J 345 53 1/6 X 56 1/4 C B.0 0 G.H.I.J G,H.I.J E.F.. ;.M!,J 35 53 1/5 X 63 C B,C e.0 O.M!.J G.M.LJ Ew.Hl,J 36 53 1 3 x 72 C 8.c e.0 G.H.LJ E,F,G.H.1 E.F.C.H.0 2 C.E I02374X363/3 B.0 PC A.3,C,C G.H G.HJ.J CMI.J 024 74 X 50 5/3 B.0 B.0 9.C,D CO2.J G,MI.J EF,G,4.0 0245 74 X 56 1/4 e.0 B.0 A,9.C.0I G.M,I,J E.F.G,M,LJ EF,GMI.J 025 74 x 63 e.0 S.0 A.$.C.O G.M.I.J E.F,G,H,1,J E.F,:.,M!,J• 06 74 x 72 B..^, e.0 A. ,C G.M,I,J E.F.G.M!.J E.F.G.m,u- 20920M 24 x 24 L c I20M30M2Ax36CC C G,M GM G.H 20U40M 24 X 48- C C C C.H G.H G.HM20MA&M 24 x 54 C C CI C.H G G.M.W 2OM50M 24 X 60 C C C G.H cm G. I.w In.An. 4 X 7 C C C C r. G.HI.J 30M20M 36 X 24 M M GM 3OU30M 36 x 36 C C C G,H G.H G,M 3OM40M 36 x 4S C C C G.H GMI.J GM,I.J 3OW46M 36 x 54 C C C G.H G.H,I,J GM.I.J 30MSOM 36 X 60 C C C C.H C,MI.J. G.H.0 0M60M 36 X 72 C C C G.H,I.J C,HJ.J E.F.G,M I.J 40m2DW 4OM30M 48 X 36 C C B.0 G.H G.H VHG.M,I.J 40M40M 48 X 43 C C B.0 G.H C,HI.J G.MI,J 40M46M 48 X 54 C C S.0 G.H G,HJ.J G,H!,J 40WSOM 48 X 60 C C 0 G,H.I,J G.H.I,J I E.F.G.M,I,J 40M60M 45 X 72 C C 9.0 G.H,I.J . E.F G,M.I,J I E F G H I 4 M M 4 C.L M H G. 46M30M 54 X 36 C B.0 B.0 G:H O.H GM.I•J 46M4OM 54 x 48 C B,C S.0 G.H G,HJ.J G,H.1.J 46M46M 54 X 54 C e.0 0 G.H•I,J I G.HI.J E,f,G.H,IJ 46USOM 54 X 60 C B.C. C.0 G.H,I,J G.HJ.J E.F.G.M.LJ 46M6 M 54% 72 C B C B.0 G H I J. F 1 t M SOM2OM 4 B,C C. G.M G,H G.H VVV NGINEER:Ia. SOM30M 60 X 36 C B,C 9.0 G.H GM GM.I,J 5OU40M 60 X 48 C B.0 e.0 G.M I C.MJ.J G.HJ.J SOM46M 6C X 54 C S.0 o.0 G.M,I,J O.M.I.J E.F.G.H.I,J 5OM5OM 60 X 60 C e,C S.0 G.H.I.J G,HJ.J E.F,GM.LJ 50M60M 60 X 72 C S.0 2.0 G.HLJ . EF.G.H!.J F,C.MI,J 56M30M 66 X 36 e..0 B.0 A.B.C.D G.M G,H G.H.HI,J 56M40M 66 X 48 C : ex A.B,C.O G.H G,H,LJ GMLJ 56MA6M 66 X 54 e,C B.0 A.',C.0 GM,LJ G.M.w E.F,GM.I.J 551,150M 66 X 60 C.0 B.0 A.3.C.0 G.H !.J E.F,C,H.LJ E.F.G,M,LJ 6M60M 66 X 72 e.0 B.0 A.9,C.0 G.HI,J E.F.GM.I.J EF.G,M.lP 6 M_ M 6OM30M 72 X 36 a e:c A.B,C.: GM G.H G,rII,J 6OM40M 72 X 4S B.0 B = A.3 C. G.M 0.H..J GM,I,J 6OM46V 72 X 54 B.0 S. A,3C.0 G.H.I.J G. E.F.G.H.I,J 6OU50M 72 x 60 S.0 S.0 A.3.C.. G,HJ.J II E.F.GM.I.J E.iS.HJ.J M60M 72 X 72 C S.0 A,?,C.0 C.H E.F,G H.LJ G HI.J• ADDITIONAL ANC. -HORS RE'-'D. SEE NOTE It FLORIDA EXTRliDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/ TAPCONS HDRZ. SLIDING FLANG= WINDOW SEPLES 1000 DRAWN BY: BB APPROVED BY: DATE:lj/'Rl01 SCALE:NTS DWG.: FLEX00?0 INC.. 25C INTERHA'1^ PKVy... :JItE 250. HCAT-;jV. rL i dA 327.6 PHONE •:7 605-03ti5 aA .' 805-03.a 0 CAULK BETWEEN ONE BY WOOD CONCRETE OP WOOD BUCK 6 MASONRY OPENING MAS'Y. OPENINGBUCKBYOTHERSByOTHERSBYOTHERSrCAULKBETWEEN WINDOW FLANGE 6 WOOD BUCK jj 'MIN. e 4 EMBEDMENTEM, I I INSTALLATION ANCHOR 3/16' DIA. TAPCON STUCCO J r SHIM AS REO'D; BY OTHERS 1/4' MAX. PERIMETER (SEE NOTES) CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER RIGID VINYL GLAZING READ L (TYP.) GLASS nv h ,'— (TYP.) (SEE NOTES) B.V. 1-1/4• MIN BUCK WIDTH) j CMBEDMENT(` INSTALLATION ANCHOR ONE BY WOOD 3/16' DI& TAPCON p BUCK BY OTHERS — STUCCO BY THERS S4IM AS REO'D. RIGID VINYL Max. C GLAZING BEAD (SEEE NNOTES) TYP.) 7 I 1 GLASS -\ f '(— I / I i O iYPJ(SEE NOTES) FLANGE TAPE WINDOW FRAME JAMS CAULK BETWEEN pWINDOWFLANGEPERIMETER6WOODBUCKCAULK BY CTHERS W.W. WINDOW WIDTH) I B.H. BUCKHEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILLW/ VULKEM 116 ADHESIVE SECTION B-BCAULK. OR APRV'D. EOL. FLANGE TYPE PERIMETER WINDOW FRAME CAULK SILL BY OTHERS ` W.W. PRECAST SILL a' BY OTHERS n A B C NOTES SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE DSHIMSTACKTOBE 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JdoJAMBS. SILL MUST BE ATTACHED TO THE SUSSTWE WITH [ VULKEM T16 ADHESIVE CAULK OR APPROVED EQUAL 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H, FEXTERIOROFWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY, LISTED WITH NEXT LARGER SIZE. FOR THE / APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H 71— WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. - 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON CAULK BETVEEN WOOD BUCK L MAS'Y. OPENINC BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 4 4 i K G ANCHOR SHOULD BE. FILLED WITH 18 SCREWS OF SUFFICIENT LTH. /1 TO PROVIDE MIN. -5/8 IN. EMBEDMENT INTO WOOD BUCK. /'1 1D) FLORIDAINTA O APPLIES TOOT SERIES SINGLE HUNG IS SHOWN. ' THIS ELEVATIONPRINTALSOAPPLIESTOTHEFLORIDAEXTRUDERSiS00AND2000 SERIES SINGLE RUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE 110 SCREWS OFSUFFICIENTLENGTHTOACHIEVE1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30mr TO 40PsF I AV TO 7OPSF 3GPsr TO 401lSf a;xsF TO 7C-s, 12 18 1/8 X 25 B 8 F,G F,G 13 18 1/8 X. 37 3/6 8 8 F.0 F,G 14 f6 1/5 X 49 5/6 8 B F,G F,G 145 1e 11/8 X 55 1/4 B 8 F.G F.G - 15 16 t/5 X 62 H B . F.G F,0 16 111 1/8 X 71 8 8 F,G 17 t8 1 8 X 83 1 a F.G F,GJr In2 25 1/2 x 15 8 8 c IH3 25 1/2 X 37 3/3 B H F,0 F,0 1M4 25 1/2 x 49 5/8 B 8 F,0 i,G.H! 1H45 25 1/2 X 55 1/a H H F.0 F.G,h! IM5 25 1/2 X 62 B B F.G F,G.HJ 1M6 25 1/2 X 71 9 B F,C F,G.M! 1H7 25 1/2 X 83. 8 8 F.c.J.K F.GJ.4 30 1/2 , 26 29 1/2 X 25 8 F,0 F.G301/2 , 36 3/8 30 1/2 . 50 5/6 29 1/2 X 37 3/6 29 1/2 X 49 5/8 B8 BH F.c F,G.HJ 30 1/2 . 56 1/4 29 t/2 X $S 1/a B 8 F,G F,C,M.J 30 1/2 63 29 1/2 x 62 B H F.G F,G.HJ 30 1/2 . 72 29 1/2 X It. 8 8 F,G,M.1 F,G.M.I 30'1 2 . 6A . 29 1/2 X 83 e B F.G.J.K F.G.J.K 23 36 x 25 36 x 37.3/6 8 e F.0 F,G 24 36 x 49 5/8 8 8 F,G F,G,M.,I 245 36 X 55 1/4 8 B F,G 25 36 X 62 B B F,G,M,I F,G.H) 26 36 X 71 B 8 F,G.M,t O.E.F,Gm.t 36 X 83 B B F.G.J.K 4 K 26 41 X 25 B B F,G F.G " 42 . 36 3/8 at X ]7 3/61: B 8 F,G F,O.HJ42a505/6 x 49 3/8 SS 1/4 B 8 F,O,H,1 f,G,H,I42 . 56 1/4 42 a 63 41 XAlX 62 B 8 F,G,M,1 D,E.F.G.MJ A2 K 72 al X 71 B B F,G.M,1 D.E,F,G.J 42 . 8a 41 X 83 F,G J.K F.C,MJ.J.K 48 , 26 47 X 23 8 BA.0 A, C F,GU F,G.HJ 46 . 38 3/8 47 x 37 3/6 47 49 5/4 8 A.0 F,0F•0J+! 46 . 50 5/3 46 56 1/4 X 47X55 V4 8 A,C F.G.M,1 F,G Pi48 X 83 1 F,G,H,1 D.E.F.C.o.148 X 722 a7 x 8 A.0 F,G,MJ D.EF.cJ1.t 4 4 47 x 83' n r p - K 32 51 1/8 X 23 ISA,C F.G F,G 33 52 1/8 X 37 3/8 8 A,C F,O F,G.M.! 34 52 1/6 X 49 3/8 8 A.0 F.c,M,l F,G.HJ 345 52 1/8 X 55 1/4 B A,C f.O.H,t O.E.F.G.M.I35 52 1/6 x 62 a A,C F.O.M,I D,E.F,G M.I36 52 t/8 x 71 B A.0 F.G.M.1 D.E.F.G.H.137 52 1/e x 83 B AC F.G.J.K O.EF.G.J.K.J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERSINTERNATIONAL. RIDA Aa3 TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 a 2000 DRAWN BY: BB APPROVED BY: E., E DATE:10/09/01 ISCALE:NTS DWG.: FLEX0016 I. PREPAREO B': PRODUCT A APPLICATIDN EhGWEERING. INC.. 250 wTERNA110NK PKY.. SUITE 250. HCATHROw, FLORIDA 32716 PHONE 107 805-0365 FAX 407 5:5-0366 C' CAULK BETWEEN SHEATHING WINDOW FIN 6 BY OTHERS SHEATHING INSTALLATION ANCHOR t8 WOOD SCREW STUCCO I iBYOTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS Him EDMENT TWO BY WOOD BY OTHERS SHIM AS REO•D. SEE NOTES) I/V MAX. JSHIMSPACE FIN TYPE WINDOW FRAME HEADER GLAZING (T YP.) SEE NOTES) Xxz- IN TYPE WINDOW FRAME vlVARBLE SILL STOOLBYOTHERS WINDOW WIDTH 1/4• MAX. I SHIM SPACE HjN AS REO•D. I TWO BY WOOD SEE NOTES) STUD BY OTHERS A` " NAME'- I' MIN. MANUF.EMB- DN.NT y7 y+ . GLAZING (TYPO j1As) ii (SEE NOTES) WINDOW—.11WIDTHI I A 24' O.C. MAX. (TYPO EOUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT A A" JL T 6- MAX.M(1YP.) ELEVATION VIEWED FROM EXTERIOR SHEATHING BY OTHERS FIN TYPE CAULK BETWEEN WINDOW FRAME WINDOW FIN 6 SHEATHING JAMB . PERIM£ ER INSTALLATION ANCHOR CAULK - $8 WOOD SCREW BY CTHERS STUCCO By OTHERS SECTION B-B NOTES. .. . 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY "6063: -- - 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMSEDMENTOF I* INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. L ' 5) USE SILICONfZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wNDOw FRAME. 6) IF EXACT WINDOW SIZE IS NOT. LISTED IN ANCHOR. CHART. USE ANCMOR OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY "PER.THE P.EOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO A=PLIES TO THE FLORIDA ETTuDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. INSTALLATION ANCHOR I TWO BY WOOD " 08 WOOD SCREW BY OTHERS STUCCO JI __ BY OTHERS REVI DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDER: cAULK..BETWEEN SANFORD, FLORIDA WINDOW FIN SHEATHING t SHEATHINGBY OTHERS .. rniN. TITLE: INSTALLATI2N D_TAIL W/R] SE-REWS EMBEDMENT - SECTION A —A SINS_E HUNG FIN WINDO'. - SERTE 1000, 15D0, & 2000 DRAWN BY: BB APPROVED BY: J. DATE: 12/13/01 ;SCALE:N. T S DWG.:FLEX0026 SHT I OF 2 r 7 CONCRETE OR MASONRY OPENING - BY OTHERS ONE By WOODBUCKBYOTHERS CAULK BETWEEN WINDOW`GCDBUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS ( TTP.) SEE NOTES) Wx WINDOW EIGHT) PERIMETER CAULK BY OTHERS a CAULK BETWEEN WINDOW FLANGE t PRECAST SILL V/ VULKEM 116 ADHESIVE CAULK OR APRV*D: EOL. ' 0 INSTALLATION ANCHOR r3/16• DIA. TAPCON CAULK BETWEEN WOOD BUCK a MAS• r. OPENING BY OTHERS GLASS (trP:) I C 1-1/4• MIN. (SEE NOTES) 4 EMBEDMENT I —( j T •®. IE 'F. A t SHIM AS REO•D. W. - FLANGE TYPE Q WINDOW FRAME 1/ 4' MAX. -. CAULK bETVEEN PERIMETER SEE NOTE $) WINDOW FLANGE CAULK aWOODBUCKByOTHERSCAULK BETWEEN WOOD BUCK a FLANGETYPEV.V. MA$'T. OPENING WINDOW FRAME W. W."------ 7'—•( WINDOW WIDTH) I BY OTHERS STUCCO BY OTHERS RIDGED VINYL F SECTION E—B T B. H. 1MAX.NSHIM ASREO•D. AT EACH INSTALLATION ANCHOR. ALLOWABLE SHIM STACK TO BE 1/4 BUCK ' 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. IdENT LTH. TO ACHIEVE MIN. HEIGHT) - 3) 3/16- DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFBE B EMDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. B4) USE SIUCONIZED ACRYLICCAULKBEHINDWINDOWFLANGEATHEADh JAMBS. S LL MUST BE VINYL A -ACHED TO THE SUBSTRATE WITH vULKEM 116 ADHE RIDGED SNE CAULK OR APPROVED EOUAL- RIDGEDG BEAD W.H. S) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wIN00w (LANCE. 6)IF EXACT WINDOWSIZEISNOTLISTEDINANCHORCHART. USE ANCHOR OUANTITY LISTED WITH T NEXT LARGER SIZE. FOR THE APPROPRIATE DESGI PRESSURE ASTM t 7) GLASS THICKNESSMAYVARYPERTHEREOwREMENTSOFSTME1300CUSSCHARTS.. 24. O.C. MAX. CTTP.) 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C., IS SCREWS OF SUFFICIENTT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED: FLANGE TYPE 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE WINDOW FRAME 6• MAX. ( TTP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 1 10) SEE BACK of THIS SHL FOP, IN$TL'N ANCHOR REQUIREMENTS. i1) APPLICATION OF VULKEM116ADHESIVECAULKATFRAMESILLMUSTCOMPLYWITHSEALANT FACTURER'S RECOMMENDATIONS. a. a PRECAST SILL BY OTHERS SECTION A — A A— w- ELEVATION VIEWED FROM .EXTERIOR B. v. BUCK WIDTH) SHIM AS REO•D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD 1'I"• ")" CONCRETE OR HBEIYEHr MASONRY GPENING BYOTHERSDINSTALLATION ANCHOR 3/ 16' DIA. TAPCON . . v 0 ONE BY WOOD BUCK BY OTHERS v MANU 12) WHERE WINDOW ISINSTALLEDIN MASONRY OPENING WITH A $TRUCTUAL TWO BY WOOD U K, USE #10 SCREWS .OFSUFFICIENTLENGTHTOACHIEVE1-3/8- MIN. EMBEDMENT. 13) WINDOW UNITS CANBEM'JLLEO TO OTHER UNITSUSING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FORP,EOUIR£MENTS. FLORIDk ,EXTRUDERSI SANE AA RTT DFNNAALORID. TITLE:iNSTALLATiON D_TAIL V/ ONE BY BUCK FIXED..FLANGE WINDOW - SERIES 1000 & 2000 1 DRAWN BY:'BAPPROVED BY: 20002 2GD2 DATE: 10/22/01 ( SCALE: NTS DWG.: FLEX0018 SHEET t G 2 H r*-L PKW. SAME 250. IrATHROW, FLORKN 32746 PHONE 407 505-0165 FAX 407 6C5-:3E6 PREPARED BY:TPROOVCT 7ECHNOLOGr CORP.. 250INTERp _` m. SHEATHING BY OTHERS CAULK BETWEEN WINDOWHEATrIING INSTALLATION ANCHOR $18 SCREW EXTERIOR FINISH BY OTHERS — PERIMETER / CAULK — BY OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR -- u8 WOOD SCREW EXTERIOR FINISH BY OTHERS I. MIN. EMBEDMENT WINDOW WIDTH II..— 1/4' MAX. WOOD FRAMING I SHIM SPACE BY OTHERS NT, FLORIDA B'®'A"F- i SHIN AS REO'D. SEE NOTES) A CTURi R NAME . ti4.4 a U 1/4' MAX. HIM SPACE TiCT3' F j jy tt 7Y1 nLL GLAZSEENOTEING6) J GLAZING SEE NOTE 6) CAULK BETWEEN I•MIN. ` WIND(3W FIN EMBEDMENTLSHEATHING SHEATHING BY OTHERS SECTION A -A FIN TYPE WINDOW FRAME BUCK HEIGHT FIN TYPE WINDOW FRAME l SHIM AS REO'D. 1/4' MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS VI HE EXTERIOR FIN TYPE WINDOW FRAME WINUUV VIUIH A DGvIGHT B A --j ELEVATION VIEWED FROM EXTERIOR FT PREPA3 WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR 49 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B EXTERIOR FINISHPERIMETER CAULK BY OTHERS BY OTHERS NOTES: I) SHIM AS REO*D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2), WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO AC"EVE MIN. EMBEDMENT OF 1" INTO WOOD FRAME. 4) USE S:UCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF WINDOW FRAME. 5) USE ,SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REOUIREM_NTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO QUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS 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, VAT- ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71" OR 63- X 95" OR 119' X 37-3/2- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. y_ TITLE: INSTALLATION DE FIXED FIN WINDOI DRAWN BY: BB BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, SUITE 250. LAKE MARY. FLORIDA DWG.:FLEXUUJU PHONE 407 805-0365 FAX 407 EOS-0366 R) CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OP_NING BY OTHERS B8T DR FINISHYrOTHERS PERIMETER CAULK o BY OTHERS WINDOW FRAME HEAD r WINDOWHEIGHT EXTERIOR WINDOW FRAME SELL PERIMCTER CA,;LK BY OTHERS YXTER!GR FINISH — BY OTHERS CAULK BETWEEN WIMDDV FLANGE L WOOD BUCK CAULK BETWEEN VOOD BUCK L MASONRY OPENING BY OTHERS CAULK BETVEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD NOTFc: BUCK BY OTHERS 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16- OIA, TAPCON INSTALLATION A.NCMOR MUST BE OF SUFFICIENT LTH. TO 3/16' D:A. ?APCON ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCON A>'ICHORS 6' FROM CORNERS & 24' 0. C. MAX. ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD SE FILLED WITH (6 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/6 IN. EMBEDMENT JNTO WOOD BUCK. 4 ' I MIN.) 1EMBEDMENT t4- WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK, USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8 MIN. n EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 1 S) USE SIUCONI__D ACRYLIC CAJL K BE: AND WINDOW F tNGE AT HEAD. SILL JAMBS. 1/4' MAX. 6) USE SIUCONIZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF SHIM SPAC_' WINDOW FLANGE. I 7) CLASS THICKNESS MAY VARY PER THE R£OUIREMENTS OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY1LU B) BUILD DOWNOTHERS. BUILD DOWN MUST BE OF SUFFIECIENT S-RENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. SHIM AS REO'D 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED i0 Lima USE OFSECNOTES) THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED.TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIRELIENTS. GLAZING (TTP. SEE NOTES) Q CONCRETE OR MASONRY. BY GTMERS SECTION A -A INSTALLATION. ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D. SEE NOTES) L 1/4- MAX. EXTERIOR ELEVATIONSHIMSPACE A Q FLO • m•.F. i-1 MIN. EMBEDMENT W ONE BY WOOD 1 1 • BUCK BY OTHERS SHIM AS REO'D SEE NOTES) WINDOW FRAME JAMB GLAZING (TYP. SEE NOTES) Va' MAX. L— SHIM SPACE Q PERIMETER CAULK BY OTHERS EKTERISR FINISH J BY OTHERS WINDOW WIDTH MIN. EMBEDMENT ONE BY WOOD BUCK BY OTHERS INSTALLATICN ANCHOR. 3/16' D:A. TAPCON CAULK BETWEEN V^C'J BUCK L MAS'Y C1P£N:NG Bf OTHERS CAULK BETWEEN vIN30W FLANGE L WOOD BUCK CONCRETE OR MA. ONRY OPENING BY OTHERS SECTION R-B WINDOW WIDTH A EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL, , IDA TITLE. -FLANGE INSTALLATION DETAIL CONCR--TE HEADER V/I BY P_CK DESIGNER FIXED WINDOW 1000. 1750. L 2000 SERIES DRAWN BY: BB APPROVED BY: 7 DATE:02/12/02 SCALE: NTS DWG.: FLEx0035 IKt+K] ]e. .}Kl KM 6DG1 f7M. T]] btlbMt[?.L lvA. LS'f t]N. •(+t.+Y_v. IlR1M ]itN Ad( q) [C]•O]] f++ tlf JIM..- sp r INSTALLAi;EW 4NCHOR ONE BY SUCK A;0 SCREW BY OTHERS HOCK WIDTH CAULK BETVEEN VC_v BUILD DOWN HY OTHERS FLANGELSHEATHINNGALSOAPPLIESNOTES' TWO BY FRAMING T TO SILL) 1) SHIM AS P.EG'0. AT EACH INSTALlAT10N ANCHOR WITH LOAD BEARING SHIM. uAx. ALLOWABLE SHIM S?ACK TO BE 1/4'. BY OTHERS \ TPJ ByOTHERSByCiHERS1-3 P MIN. 2) WINDOW FRAME MATMAL: ALUMINUM ALLOY 606!. 3) TAPCON INSTALLATION ANCHCRS AT SILL MLST BE OF SUI,CIENT LTH. TO ACHIE'/E SHlM AS REC'D rIII' I EMBEDMENT M:N. EMBEDMENT OF i-:/< INTO MASONRY GP. CONCRETE. 110 INSTALLATION SEE NOTES) SCREWS AT HEAD k JAMBS MUST BE OF SUFFIGENT LENGTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMINC AND BUILD DOWN WHERE REOUIREO. EICRICAF;NISM INSTALLATION ANCHCRS k SCREWS TO BE PLACED 6 IN. FROM CORNERS &-2< IN. BYOTHERSO.C. MAX. vlNDOV FRAME USESILICONIZEDACRYLICCAULKBEHINDWINDOWFLANGEATHEAD. SILL & JAMBS. JAMB S) US£ SI4ICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF 1WINDOWFLWCE. GLAZING (TYP. 7 1/ a-,uAX. SHIM SPACE 6) CLASS THICKNESS MAY VARY PER TrE REOUIREMENTS OF ASTM E1300 GLASS CHAP. TS. SINGLE GLA21NG IS SHOWN. INSULATING GLASS' IS ALSO OUALIFIED. SEE NOTES) i) BUILD DOWN AROUND CURVED PORTION WINDOW FRAME TO 9E ENGINEERED BY IFIOTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM wlNOpw TO 7r.ESTRUCTURE. PERIMETER CAULK, BY OTHERS WINDOv FRAM MAD WINDOW HECMTEzTER;OR 1_ 3/8- MIN. EMBEDMENT 1/<- MAX. SHIM SPACE CAULK BETvEEN TWO BY BUCK L CCNCRE T ESY GTI(ERS ALLA' IGN 4NCHCR NEi0 SORE: a CAULK BETWEEN WINDOW FLANGE V= D BUCK a 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINO -OW SHOWN. THIS PRINT ALSO Q APPLIES TO FLORIDA EXTRUDERS 1750 SERIES h 2000 SERIES. ) S) ELEVATIONI$ SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF I M;'( DNC TEOR" r.A$ONCr E THIS PRODUCT TO THESE TWO CONFIGURATIONS. THISSHEET APPLIES t0 ALL PERIMETER CAULK ST OiHCR$ SHIM ASR_p'D CONFIGURATIONSTHAT CAN BE MANUFACTURED FROM THE 1000. 1750. 3 2000 BY OTHERS SEE NOTES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINCOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH MULLION. SEEMULLIONINSTALLATIONSHEETSFORREOUIRENENTS. I _ CXTEP:Cp. FINISH SECTION 8- 8 BY OTHERS GLAZING (TYP SEE NOTES) V:N^ yOV FRA."y. S;LL I PEi1NETER CAULK SHIM AS REO-D BY OTHERS cSEE NCTCS) Ex- i!\ I$ N CiTHERS SUCKHEIGHT 1/4- MA}. SHIM SPACE EXT- FIOR ELEVATION CAULK BETWEEN Q 1 viN00•: .LANCEUNEiY WOOD K I \ .-, M/ < Mm' LE RALiLORMA B. G. r.EAULK EN ESEOMEN WOOD B7.:K 1. MASONP• OPENIN;ONE BY WOOD naMHAGMR NA : BY OTHERS BUCK BY OTHERSCONCRETEaR ;FC T ION A -A MASnRME MASONR. — — INSTALLATION AN-:u BYOTHERS2i16' DIA. TAPCON WNDOW WIDTH A. = EXTEFIC- E_ EVATION WINDOW n....+. . is ........ .r w a. wz rx c.r.+av, rUM:E. n-. wt .e .r.-.Y: r...o. r:!at r 1' MIN I Sri L.r— 1/4 MX. 2 INSTALLATION CM5Ep{Nt plp, SPACE ANCHOR SCR£v (TYF.) CAULK BEHIND FIN HEA'HtNG BY CTHfRS TWO By BUILD SHIM AS REO'D. SE: NOTES) ivO BY FRAMING HY OTHERS DpvN BY OTHERS CAULK BEHIND FIN I FIN FRAME JAMB X9 INSTALLATIN ANCHOR SCREwO<t rPJ SHIM AS REO'O. SEE NOTES) I NOTES, STALIATIOh ANCHOR WITH LOAD SWINGi) SHIM AS REO'D. ADJACENT TO EACH NEAR SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/a'. GLAZING cTrP.j II2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 60V. 3) USE SLICONIZED ACRYLIC CAULK BEHIND WINDOW F.N AT HEAD. SILL Q( JAMBS. SEE NOTES) b L- 1/ 4' MX IM SPACE USE :LICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME D SGlAiiTHICKNESSWAYvA.PER REOUIREM£NTS OF ASTM E1300 GLASS N, INSULATING GLASS IS ALSO OUALIFIED. CHARTS. SINGLE GLLAZINIS G !$ SHOWN. SHEATHING 6) SCREW ANCHORS AT MEAD. SILI, & JAMBS SHOULD BE IS 'SCREWS OF SUFFICIENT BY CTHERS I LTH. TO PROVICE MIN.-1 N. MIN, EMBEDMENT INTO WOOD FRAME. PLACE 13 EXTERIOR FINISH EX ERIOOTMCRSSCREWANCHORS.6' FROM CORNERS AND-2i O.C. MAX.. EXTERIOR o 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED, BY EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. Br GTMERS PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO 9Y OTHERSAPPLIESTOFLORIDAEXTRUDERS1750SERIES &, 2000 SERIES. vlNpCw vIDTM—' PEP,OTHER CAULK BY. OTHERS9) ELEVATIONSSHOWCOMMONCONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THISL PRODUCT TO THESE Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN.FRAMEHEADERCONFIGURATIONSTHATCANBEMANUFACTUREDFROMTHE1000. 1750• & 2000. SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B—B 10) WINDOWUNITCANALSOBEMULLEDTOOTHERUNITSUSINGALUMINUMTUBEMULLION, SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SEE NOTES) EXTERIOR. PERIMETER CAULK BY OTHERS EXTERIOR FINISH— BY OTHERS e INSTALLATION—" ANCHOR SCREW ( TYPJ SHEATHING - BY OTHERS FIN FRAME SILL SHIM AS REO'D.— SEE NOTES) / F MIN I I C•.S: DKNi .. SFf_TION A —A L m SPACE A EXTERIOR ELEVATION TvO BY FRAMING BY OTHERS CAULK BEHIND FIN .y• t --L . I1 0 2UO2 w iT MYR AEXTERIOR ELEVATION FLORIDA EXTRUDERS' SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/ 14/02 ISCALEATS DWG.: FLEX0037 MI 1ws XI. — i —M, — " NnQrt —4..1c 3 . -. I'M. .1. , MI __3 Iu M+ R•!- 3 CONCRETE OR SHIM AS RE'C'DMASONRYOPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR. FLANGE ' L WOOD BUCK CAULK BETWEEN PERIMETER WOOD BUCK t CAULK BY MAS'Y. CPENiNG OTHERS BY OTHERS STUCCO --7 ar DTHERs v u INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR RB SCREW (TYP. WHERE ONE By WOOD TAP=ONS ARE NOT REO-D.) BUCK BY OTHERS 1 1/4- MIN. EMBEDMENT I SLIDING GLASS OOCR FRAME Q JAMB j/4' MAX. p t r SHIM SPACE n 4 INSTALLATION ANCHOR BS SCREW (TYP. WHERE tTAPCDNSARENOTREO'D-) i SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS DOORFRAME I SILL b t J E E £HSEDMENT 1-1/4' M'N. d A TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS F— S.G.D. WIDTH t/A' MAX. SHIM SPACE 1 1/4' MIN. I EMBEDMENT ONE BY WOOD HULK BY OTHERS CAULK BETWEEN G WOOD SUCK'L MAS' Y. OPENING BY OTHERS SH'M AS'REO'D. SEE NOTES) d INSTALLATION ANCHOR 3/16' DIA TAPCON CAULK BETWEEN DOOR FLANGE t- WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANC. 3/16' DIA. TAPCON / CAULK BETWEEN WOOD BUCK t MAS'Y.,OPENING Br OTHERS d CAULK BETWEEN SLIDING CLASS DOOR HOOK STRIP 1-1/4' MIN. EMBEDMENT A T HOOK STRIP t: WOOD BUCK ONE BY VOOD BUCK BY OTHERS STUCCO 7 BY OTHERS 41. B.O.4f. EMPERED GLASSTYP.) SECTION B •-ANUFACTURER {y,A4£s I 'SLIDING GLASS DOOR r. r • k 1 r . ) CJ Q i INTERLOCK MASTER FILEHOOK STRIP DETAIL T I) DOOR MATERIAL, ALUMINUM ALLOT 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE OF sumciENT LENGTH TO ACHIEVE MIN. EMSCOMENT OF 1-I/4'.INTO MASONRY OR CONCRETC. .. 3) ALTERNATE TAPCON INSTALLATION-ANEMORS.FRONT TO BACK IN ALL FRAME MEMBERS. - 4)- TAPCON ANCHOR.CHART ON BACK OF THIS SHEET. S) USE SLICONIZED ACRrIIC. CAULK BEHIND DOOR FLANGE ATHEADL JANIS. 6) USCSILICONIZE'ACR!L IC CAULKFGR PERIHKTER SEAL AROuN0'ExTER10R OF'D=. ... -. .. T) IF -ExACT DOOR SIZE 1S NOT LISTED IN ANCHOR CHART. USE ANCHOROUAmTITT LISTED VITH NEXT,., LARGER SIZE. FOR "TnC APPROPRIATE DESIGN PRESSURE RE". '- 8) FOR POCKETDOORSIZESUSECLOSEST !.PASS DOOR SIZE L CONFIGURATION TO FINISHED OPCNIML PLACC'TAPCONS. IN FRONT OF HOOK STR:P AS SHOVM ... ... -. 9? -GLASS' THICKNESSMAYVARYPERRCOUIREMENTSOFASTMCI300GLASSCHARTS _ 10) ALL FACTORYAPPLIEDHOLESNOTDESIGNATEDFORTAPCONANCHORSHOULDBEFD.LCO WITH x8 SCREVS- OF SUFFICIENT LENGTH TO PROVIDE MIK 9/0' CMBEDMCNT INTO VOOD BUCK. II) DOOR UNITISAPPROVEDUSINGTEMPEREDGLASSInSINGLEGLAZEDORINSULATINGCA. ASS, 12) JAMB'/ SAL. CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 13) SHIM ASREO•D. AT CA, SET OF -INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM ITACK TO. BE 1/4. IA) ALL INSTALLATION ANCHORS MUST BC NA3E OF CORROSION IRESSTANT H:.TERIALS. IS) .VHERC -X' REPRESENTSMOVINGPANELAND '0' REPRESENTS FXED.PANEL APPROVED A CONFIGURATIONS ARE AS LISTED ON ANCH:R CHART 04 BACK or THUS SHEET.' " I6> NOT ALL CONFIGURATIONSLISTEDABOVCARESNOVN0.'THIS DRAWING. HOWEVER INSTALLATION - EXTERIOR ELEVA':ON - SECTIONS ' A-A'."B-B', L HOOK STRIP DETAIL APPLY TO INSIALLATION OF ALL APPROVED. 2'PANEL DOOR SH3IT) WN CONFIGURATIONS. - INSTALL ONE TAPCONIN EACH PAIR Or F.ti tOR.r APPLIED IN/TALLAT]CW HOLES UnL[SS NOTED OtHERVISE OM ANCHOR CHART. SEE BACK OF THIS SHEET. 18) FLORID^ EXTRUDERS IWO SERIESSLIDINGGLASSDOORISSHAVKTHISPRIHTALSOAPPLIES TO 2000 SERICS AND 500"SERIES. d A D REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY - ., F L a I \PI D 1 1 INT.. INC. SANF01 CAULKING UNDER SILL L INSTALLATION ANCHOR OR SET SILL IN BEDOFCONCRETE3/16' L' iATITLE: .TAPCON SLIDING GLASS .DOORSECTION A -A INSTALLATION WITH TAPCONS DPAWN BY:3B APPP.OVED BY: SCALE: NTS DWG n: FLEX DATE: 10/25/01 E rwxNC, RING. INC.. rA INTERNATIONAL >Kw% SUITC .50. rC.THROV. FLOR:.'.A. ]2T•e.. AD)-eCS-O3A5 fAA SHIM A$ RE'0'D INSTALLATION ANCHOR KSEE NOTES) X8 SCREW SHEATHING BY GTHERS CAULK BETWEEN DOOR FLANGE TWO WOOD L SHEATHING BY OTHERS MAX. r SHIM SPACE f— DOOR WIDTH ./r MAX. SHIM SPACE I TWO BY WOOD 1-1/8 MIN. BY OTHERS En3EDnENT SLIDING GLASS DOOR FRAME JAMS 1 R LRLJ a I:- MIN. EMBEDMENT TEMPERED GLASS STUCCO CT YP.) OR SIDING IMTBYOTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYP.) H,;i; M AA.t_ A::A.. li. ... _ _S DOOR iL r;. 2d I 1:{r HEIGHT SECTION B-B lo lDT4 uDERS A SLIDING, GLASS. / DOOR FRAME / SILL D A SLIDING GLASS DOOR SHIM AS REO'D. HONK STRIP SEE NOTES) y INSTALLATION ANCHOR. 08 SCREW CAULK BETWEEN INSTALLATION ANCHOR BB SCREW TWO BY VOOD BY OTHERS CAULK BETWEEN HOOK STRIP t SHEATHING Z DOOR FLANGE - - B. SHEATHING SHEATHING BY 07HERS SHEATHING ' BY OTHERS TEMPERED GLASS STUCCO (TYP.) STUCCO OR SIDINGORSIDING - - BY OTHERSBYOTHERSSLIDINGGLASSDOOR INTERLOCK HOOK STRIP. DETAIL. U OOKY+ MATERIAL 06ALUMINUMALLOT61 _ 2) 69 INSTALLATION SCREWS MUST BC tF SUFFICIENT LENGTH TO ACHICVE HIN. EMBEDMENT . OF INTO.WOOD. TAPCON_tTPE IHSTALLATI:IN ANCHORS AT. SILL MUST BE OFSUFFICIENTLCNGTMTOACHIEVEHIM. CMBCDN[K- Or 1-1/4' INTO'NAS"T OR'COMCRCTC'.::- 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEC7. - - - USE SILICONIZED ACRTLIC CAULK BEHIND DOOR fLAMGE AT MCAD L JAMBS. S) USE S1000NIZED ACRYLIC CAULK FOR CRIH[TER SEAL AROUND EXTERIOR CF DOOR6) IF EXACT DOOR S12C IS NOT LISTED IN ANCHOR CHART, USC ANCHOR OUAMTITY LISTED_ WITH NEXT LARGER SIZE. FOR THE APPROPRIATE 0 SIGN'PRESSuiiE71. FOR POCKET DOOR SIZES USE. CLOSEST BYPASS DOOR. SIZE 6 COKIGURATION TO fINISMED O'ENIMS B PLACE INSTALLATION ANCHORS, IN FRONT OF HC3K STRIP AS SHOWN. 8) GLASS THICKNESS MAY WART PER REOUIREMENTS OF ASTM C1300 GLASS CHARTS9) DOOR UNIT IS APPROVCD USING TEMPERED, GLASS IN SINGLC GLAZED OR INSULATING GLASS. 1m JAMB /'SILL CORNERS ARE TO BE SEALED WITN A SMALL JO1NT.ISCAM SCALER - 11) SHIM AS REO'D. AT EA SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK.TO BE 1/4.. 12) ALL INSTALLATION AKH!rRS MUST Be MACE OF C3RROStON RESISTANT MATERIALS 13) WHERE 'x' REPRESENTS M0' ;VINGPANELAND ' REPRESENTS FIXED PANEL APPR WED C@WIGURATIONS ARE AS LISTED ON ANCHOR CMAiT EM BACK OF'-1 IS SMEET. A) HOT ALL EOH IGURAtJDN-ALISTED ABaVt ARE S+]vN D. THIS CRAVING` HOWEVER INSTALLATION EXTERIORELEVATIONSECTIONS 'A -A•, 'B-B' 6 HOOK STRIP DETAIL AP>LY TO INSTALLATION EG ALL APPROVED EMBEDMENT . COWIaaATIDNS. A 1-1/6' MIN. 13) FLORtDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SPL OvK THISPRINTALSOIFSTO2 PANEL DOi1R SMOVN 2000 SERIES. AND Soo -SERIES A A .: ... ...... o REV DESCRIPTION DATE INI EXTRUDERS F lLIBERALLYAPPLY - CAULKI•NG UNDER SILL 1 l O P I D A. INT INC. SANFORD FL. OR SET SILL IN BED INSTALLATION ANfH R OF, CONCRETE 3/16 D1A. TAPC N, 77T> SEIDINC. GLASS.. DOOR SECTION- A - A INS-TALLATION WITH #8 SCREWS` DRAWN BY 911APPP.OYED BY: F1 2002 ATE: 12/17/01 SCALE: NiS DWG yFLEX0027:SHT 1 DF P B h, MDauCT L APRICAto, ENGCNCERIMO. INC. 2y2 INTCRMATIDM PKVT. SUITE My .<ATHMIV. hOR:DA, 32746. Aa7-BC3-4)t5 FAA 4a7-B03-03K w OR 1000 P.V./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT BETVEEN3 U\ #8 ' WINDOWFLANGES X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYPJLANTBETWEEWINDOWFLANGESNSECTION A -A 1 L MILLION 1000 - P.W DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS i X 2 7/16 X 1/8 r__w TUBE MULLION1 / j SEALANT BETWEEN VINWV FLANGES- L MUI.IION 8 X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (31 WINDOW FLANGES L MULLION 1000 P.W DESIGNER .SEALANT BETWEEN SILL (TYPJ WINDOW FLANGES L MULLION 8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 N-jlmr__Vrll / TUBE MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (5) 1000 P.W DESIGNER APPLIES TO HEAD k SILL WHERE 1' X 4' SILL (TYPJ AUXILIARY P DETAIL C & 2 X 4' TUBE MULLIONS ARE USED FOR ADDITRMAL. ANCHORS. WHEN REQUIRED) 8 X 3/4 SELF TAPPING SMS SHEATHING IX2X3/8 O ,OTUBEMULLION. INSTALLATION ANCHOR #8 WOOD LLD]N - SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO HY WOOD 8 X 3/4 SELF BUCK BY OTHERS 1000 S.H. - TAPPING SMS HEAD (TYPJ 1000 P.V./DESIGNER SECTION A -A (21 SILL (TYPJ MULLION APPLIES TO HEAD-h SILL WHERE 1' X 2- 1000..P.W DESIGNER #8 X 3/4 SELF & 1' X 2 7/16- TUBE MULIJONS ARE OSED SILL (TYPJ.. TAPPING SMS DETAIL 2X4X3/8 _ 8 X 3/4 SELF ^^ T ara TAPPING SMS l TUBE MULLION TUBE MULLION SEALANT2BETVEEN " WINDOW FLANGE - L_ MULLION 8 X 3/4 SELF 1000 S.M. TAPPING SMS \\ HEAD (TYPJ `-#8 X 3/4 SELF.. TAPPING SMS SECTION A —A (4) 1000 sx HEAD (TYPJ . 1000 P.V./DESIGNER SECTION A —A (7) SILL (TYPJ pp TAPPING SMS I tItI TUBE MULLItSNj'9P-L11....>L+ 8 X 3/4 SELF 1600 S.K TAPPING SMS HEAD (TYPJ SECTION A —A (6i 21082 y_ INSTALLATION ANCH3R 8 VOOD_SCREV TYPJ KIRIZ CLIP L1 1/8' MIN. MBEDMENT' 1 „ I Lie• MDtIIIEMBEDMENT- DETATL [ ... / f A l A / INTERNATIONAL, INCFLORIDAEXTRUDERSSANFORD, .FLORIDA TITLE: SER. ; .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 JAPPROVED BY. DATE:2/6/02 SCALE:NTS DWG.: JHMFINTR SEALANT BETWEEN TYPICAL MULLION TO CONCRi E O'JAMS WINDOW FLANGES 1000 P.V./DESIGNER (APPLIES TO JAMB WHERE 1' X 4' D AI L MULLION 1000 P.W./DESIGNER rSIt_L (TYP.) $ Z' X 4' TUBE MULLIONS 'ARE USED) a. .. SILL (TYP.) IJ #8 X 3/4 SELF8X3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DIA, 1 X 2 X 1/8 1 X 2 X 3/8 TAPCON SCREW ANCHOR (TYPJ TUBE MULLION TUBE MULLION SEALANT BETWEEN EXTERNAL MULLION ONE BY WOOD INSTALLATION 0.1P WINDOW FLANGES CiNM&L giLORMA B.®.A.F. BUCK BY OTHERS L MULLION MANUAMMM .IMAM: 8 X 3/4. SELF FM ,,µµ / , . . _ MULLION ... TAPPING SS load S.M. . TAPPING SMS HEAD CTYPJ HE7f 6. S. H AD (TYPJ, HEADSEALANT BETWEEN wtnoWFLANGESSECTION A —A (1 SECTION A —A (2i - L MULLION t./ 1ITAPP1. N IGNER 1000 P.V./DESIGNER SILL TYP. ESIGNER SILL CTYPJ. r SILL CTYPJ Q 8 X 3/4 SELF r #8 X 3/4 SELF/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X TAPPING SMS IX27/ 16X1/8 2X4X3/8 TUBE MULLION TUBE MULLION F.-1 1/4' MIN. TUBE MULLION EMBEDMENT . SEALANT BETWEEN . WINDOW FLANGES SEALANT BETWEE WINDOW FLANGE LMULLION - .. ..: . - ... .. . L MULLION _ 8 X 3/4 SELF '#8 X 3/4 SELF A. laa0 S.H. TAPPING SMS 100a . S.H. TAPPING SMS HEAD ( TYPJ HEAD (TYPJ - SEALANT BETWEEN SECTION . A —A (4;:': WINDOW FLANGES. SECTION A —A (31 X 3/4 SELF L MULLMN TAPPING SMS 1000 P.V./ESIGNER . SEALANT BETWEEN . `300a P.W./DESIGNER . r SILL CTYPJ WINDOW FLANGES - SILL CTYPJ HEAEA SH 8 X 3/4 SELF L MULLION #8 X 3/4 SELF HD CTYPJ FIFVAT)ON " j TAPPING SMS TAPPING SMS SECTION A —A (7) VIEWED FROM EXTERIOR 1X4X1/ 8, 1X4X3/8 j TUBEMULLION _TUBE MULLION j MRNATIONAL, INC FLORIDAEXTRUDERSSWORD, F-LORmA TIM; SER, 1000/1500 FLANGE rSHEET 1-OF.2' TRIPLE HORIZONTAL MULLION SECTIONS.' l V SEE OTHER SIDE < SHEET 2 F 2) FOR a x 3+ SELF, ae x 3/4 SELF DESIGN PRESSURE CAPACITIES TAPPING. SMS TAPPING SMS 1000 SA — loco S.H. .. 8 2G HEAD ( TYP) -HEAD (TYP) DRAWN »t: MSH APPROVED HY ' SECTION ` A—A:751 _ , SECTION' A —A (6i _. DaTE:2/6/02 scALE.NTS Dxc 1HMFLGTR p 9 1000 P.W DESIGNER SILL .(TYP.) 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION 1000 P.W./DESIGNER SILL (TYP.) B X 3/4 SELF TAPPING SMS IX2X3/f AUXILIARY PLATE ADDITIONAL ANCHORS; VNEN REQUIRED) DETAIL O_ O APPLIES TO HEAD do SILL WHERE 1" X 4• do 2" X 4" TUBE MULLIONS ARE USED SHEATHING TUBE MULLION — — r + - INSTALLATION ANCHOR #8 WOOD — rNULlton SCREW (TYPJ O EXTERNAL MULLION. I INSTALLATION CLIP --- BY WOOD SEALANT BETWE£NA V ... #8 X 3/4 SE e y^ BU[K BY'OTHERST+ TWO WINDOW FLANGES #8 X 3/4 SELF f_ENTR zW A.... i MULLION 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS - HEAD (TYP.) HEAD CTYPJ X4NUUFANCTURY.Fi VA MULLION _ SEALANT BETWEEN SECTION A —A (Z) WINDOW FLANGES SECTION A —A - (1)to l U S - --- - • - L MULLION- 1000 P.W DESIGNER 1000.P.W./DESIGNERu 1 SILL CTYPJ SILL (TYPJ _ _. IEIeI1. r A DEVD I 8 X 3/4 SELF #8 X 3/4 SELF 1000 P.W./DESIGNER TAPPING SMS TAPPING SMS SILL (TYPJ 4 I 2 7/16 X I/8 1 X 2 7/16 X 3 8 1 L_A / TUBE MULLION TUBE MULLION #8 X 3/4 SELF TAPPING SMS X 4 X / 2 3 8 TUBE MULIIONi SEALANT BETWEEN .. : .. 1 1/8' MIN WINDOW FLANGES . 6- MULLION EMBEDMEN El FVATION SEALANT BETWEEN VIEWED FROM EXTERIOR' WINDOW FLANGE 6 MULLION IPPUESDETAIL@ .: g TO HEAD & SILL` 1' X 2 8 X 3/4 SELF It8 X 3/4 SELF a ATHNG 7 t4 /16 :TUBE ARE USED 1000 S H TAPPING SMS .\—1000 .S.H. TAPPING SMS . HEAD (TYPJ HEAD CTYPJ SEALANT BETWEEN SECTION .A —A .(3) SECTION A -A (4) sSVOOD'Sc2criw Ar+GNoR WINDOW FLANGES - - - - S MULLION .. _ CTORI .. 1000 P.W./DESIGNER SEALANT BETWEEN 1000 P.W DESIGNER `\ —MOBIL 0.IP SILL <TYP.) WINDOW FLANGES, SILL CTYPJ ` `—#8 X 3/4 SELF , L _MULLION TAPPING SMS _ r #8 X'3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION A —A 0) I ve MIK 1 X 4 X 1/8 1 X 4 X 3/8 HEAD CTYPJ EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL- INC SANFORD, FLORIDA ITMESER. - 10OW 1.SOO FIN SHEET 1 OF .2 JWIN• HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET-2 OF 2) FOR 8 X 3/4 SELF: .DESIGN:. PRESSURE ,CAPACITIES LFTAPPING. SMS .. TAPPING SMS ` l000 S.K-. 1 8 X 3/4 SE ooD S H. 9 HEAD CTYPJ . HEAD CTYPJ .. F B 2D02• `• RAWDI BY: MSH APPROVED, BY: SECTION A —A (5) SECTION A —A (6) ' =-- DATE:2/6/02 scaiE: NTS DWG.: 1 HMF I NTW r F B SEALANT BET`:Eci WINZ.OW FLANGES i MULLION 10 P.W./DESIGNER1SILL ?TYP.) 8 X 3/4 SELF TAPPING SMS IX2X 1/2 t--: MULLION SEALANT B_TWEEN Wigs^_W FL e11-M i NALiCN u\ B X 3/4 SELF TAPPING SMS D C , P.) S-ALANT ac Tyccjy= WINDOW iL4tiCES SECTION A -A (ij 1000 P.W./DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING SMS IT I X 2 7/16 X 1/8 F—ifim TUB= MULLION SEALANT 3ETWEEN WINDOW FLANGES- i MULLION 8 X 3/4 SELF Woo S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES - 1 MULLION 1000 P.W./DESIGNER'. SEALANT BET'FEN S_LL (TYP.) WINDOW FLANGH 8 X 3/4 SELF i MULLION AP`rING SMS X 4 X 1/8 CC' P..",/DESIGNER T. P!CAL MULLION TO CONCRETE C JAMBr2" • (APPLIES TO JAMS WHERE I" X 4° t S:LL < YP,`. i k 2" X L' TUEE MULLIONS A E USED) Q I #_ X 3/4 SELF I ' TAPPING SMS CONCRETE DR MASiNRY I i BY OTHERS 1 WooD_. T . FY'L7:[Z)A. Blll.<-CITH RS MANUFALTUBER 1 TA'rP1NG SMS T- vn—% 1. DE&LP, LtiSTA.LLATiON ANCHGR.3/i6' MA. TAPZ:-N SCREW ANC..^R'(-Yc EXTERNAL MULLION INSTALL4710N CLIP,. MULLMN - MF 4T+ON A —A (2) l S r- 011" P.VYI)ESICNE ( i^C3 K.'a 13ES:G`ER SILL (TYP.) SILL ('fYFJ AaSELFQ TAPPING SMS -#S X 3/4 SELF I X 2 M6 X 3/2 TAPPING SMS TUBE MULLION 2 X 4 X 3/8 II III 11 T..,M LLMNBEU' EMBEDMENT SEALANT BETWEEN Wit D'uW FLANGE - i MULLION 8 X 3/4 SELF ICOO SH TAPPING SMS r,_AD (TYP.) SECTION A —A (4) F- 1000 P.W./DESIGNER S ('YP.). I ^48 X 3/4 SELF TAPPING SMS I X 4 X 3/8 0• `-=8 X 3/4 SELF u, `-#S X 3/4 SELF TAPPING SMS _. L-- MCC S.H. TAPFI`G SMSlac-0 SiH. HcAD (TYP., nEAD tTYP.) 16)_.. Al' E 8 X 3/4 SELF TAPPING SMS Gco S.H. HEAD •YP LL EVATiCN , SECTION A -A (7), VIEliEC FROM EXTERIOR FLORIDA EXTRUDERSINTERNATIONAL, INC . SANFORD, FLORIDA .. f TrrI.E.ScR. ,.1000,/ 50G FLANGE.,SHHT :1 (1 c i I TWIN.HOPIZONTAL MULL iUN SECTIONS I 1 S.. vnLK SfI2 7F. Gi -F !ri f j DESIGN PRESSURE" C.APACITIES._, DRAWN BY: M S i APPROVED BY: FEB152uJ2 ,DATE:2/4/02 SCALE NITS DWG..i HMFL GTW 2 1000 P.W DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS I X a X 1/8 TUBE MULLION SEALANT I WINDOW Ft L MULLION SEALANT BETWEENWINDOWu L MULLIONFLANGES: - 8 X 3/4 SELF 1000 S.M. TAPPING SMS EAD CTYPJSEALANTBETWEEN WINDOW FLAa TION A —A (1) L MULLIONSIGNER 3/4 SELF NG SMS . IX27/16X 1/8 TUBE MULLION 1000 P.W./DESIGNER AUXILIARY PLATE SILL (TYP.) (FOR ADDITIONAL u"043RS, VHN REQUIRED ,... 8 X 3/4 SELF DETAILC TAPPING SMS O O 1X2X3/8 -- TUBE MULLION APPLIES TO HEAD & SILL WHERE 1" X 4" k 2' X 4' TUBE MULLIONS ARE USED SHEATHING IaALIDn 0 INSTALLATION ANCHOR #8 WOOD. SCREW. (TYPJ :. CENTRAL FLORMA R.O.A,r'"Ia BY voou EXTERNAL MULLION INSTALLATION CLIP 8 X 3/4 SELF CK $Y.OTHERS TAPPING SMSt- 000 S.H. TAPPING N . HEAD_(TYPJ L OR/La4• 2ili2(, SECTION A -A (2) MULLION 1000 P.W DESIGNER.. R SILL CTYPJ ` DEIAD—G A 8 X 3/4 SELF 1000 P.V./DESIGNER TAPPING SMS SILL (TYPJ 1X27/16X3/8 L A. / TUBE MULLION #8 X 3/4 SELF TAPPING SMS 2-X 4.X 3/8 SEALANT BETWEEN TUBE MULLION WINDOW FLANGES L MULLION. B'X 3/4 SELF 1000 S.FL ...TAPPING SMS HEAD (TYPJ SEALANT BETWEEN I SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P.VJDESIGNER SEALANT BETWEEN f SILL CTYPJ WINDOW FLANGES L MULLION 8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 F . / TUBE MULLIONIN 8 X 3/4 SELF 1000 S.H ,TAPPDNG SMS HEAD CTYPJ. SECTION' A —A (5) SEALANT BETWEEN VINDOW FLANGE L MULLION." 8 X 3/4 SELF II S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (4) 1000 P.W,/DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX4X3/8 YVF--Ml TUBE MULLION RIM 8 X 3/.4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) 1 1 1/8, MIN. 4•— EMBEDMENT. FLEvnnoN VIEWED FROM EXTERIOR DETAIL 8 TO HEAO.& SILL, WHERE -I- X 2APPUES X 2 7/16" TUBE: MULLIONS ARE: USED - ALLATION .ANCHOR _ DDD SCREWrHWGRILJ 8 CLIP . X 3/4 SELF TAPPING SMS L-1000 S.H. SECTION A —A U) HEAD (TYPJ 111 EMBEDMENT FLORIDA EXTRUDERS urrERxazIorrA>.; INC SANFORD..- FLORIDA TrrLE: SER.. - 1000/ 1500 FIN.. SHEET 1 OF : 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) : FOR DESIGN PRESSURE CAPACITIES j t t " DRAWN BY: M SH APPROVED BY. DATE:2/6/02 ISCALE: NTS I DWG.: I HMF I N r Ic00 P.W./D_SiGNER SILL (TYP.) gE v ?/4 SrLr TAPPING SMS i L5= MJLL:G;v ALA T BET'vc1 1.Iv C•+% FLANGES L MUL:MN SEALANT Bt'.'m, \"—#E X 3/4 Sri-.-- WINu W- FLA b NG,-S .—.. - TAPPING SMS . W.JLLMN .000 S.r r_hi. (f YP 1 SEAL:..'AT BETWEEN ` WINDDW FLANGES SECTION .A —A (? J b MJLLKS4 - 1000 P.W./DESIGNERrSILL (TYP.) a X 3/4 SELF TAPPING SMS i X 2. 7/15 X 1/8 Imor-mr---ulml TUBE MULLION LMULL; BETWEEN L.I{p1 WIN_C-W FLANGES' L MULLIQN ae X 3/4 SELF 1000 S,H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A Q WINDOW FLANGES - b MULLION r 1000 F.W./DESIGNER SEALANT BETWEEN SILL (TYPJ WINDOW FLANGES,- xe X 3/l SELF b MULLION TAPPiNu SMS 1 X 4 X 1%E t0c0 P.W./DESIGNER i YF.i T"P'CAL MULLION TO CONCRETE C JAME APPLIES TO JAM° WHERE 1 • x 4" r SILL T L 2" X 4' TUSE MULLIONS A.:'E JSED) t TAPPING SMS CONCRETE OR MASONRYBYOTKERIry i ri is :ie 1 r•NE, BY WDOD_ I i:t< BY.OrHE25 CENTRAL.: FLORMA . B.O.A.F. i X 3/4 SE'_' c s ^ T4PPiN_ sMs IVUNU'AcTumR . NAME: L ETAI _E INSTALLATION ANCHOR 3/16' DiA. TA?CON SC<=V ANCrLi :TY=.) EXTERNAL MULL 3N INSTALLATION CLIP ML'LLMN tAn (:;P., LDRIDA FX'TRu ERS ! f SFCJOI 1 A —A i2) M ,U FRXV r- IOCC P.W./ LESIGNER I SILL (TYP.) ) Qxex3/4 SELF 1000 Ill __ TAPPING P.W./DESIGNERSMSi , ( - V i X 2 7!15 X 3/e ..!L.. TYPJ. I ' TUBE MULLION i-.— 11/4' MIN. xe.X 3/4 SELF EM;H_D?IENTQTAPPINGSMS 2 X 4 X 3/8 .. J II SEALANT BETWEENViNDQVFLANGE "C b MUL_IC+1\\ ae x 3/4 SErL 1060 S.n. TAPPING SMS HEAD (TYP) - SECTION A —A (4) 1000 P.'.J./DESIGNER SILL (TYPJ r-98 X 2/4 SELF TAPPING SMS I% 1 X 4 X 3/8 TUBE MLILLi01 DETAL It E A A I xe X.3/4 SELF TAPPING SMS L=V.4Ti0N IG_0sH• SE T ION A-P, (7i VEWEC FROM EXTERIOR a ..., V ITrrLE: SER. 1000/1_500 P-i ANGE SHEET1 OF 2 HORIZu^riTAir vil CIO^d SEC -IONS I StL 9'1 _r I[ S 1 LC l J"lLl C Uf _2i r Ln' eX 3/ 4 SELF iXn x 3/4 Sc F { NPRESSURE, CAF ,.IT,lES TAPPING sNs A.P INGsMs ! DESIGN G ' PS.H. HEAD (,'YP.) HEAD <TYPJ (DRAWN BY: NSH., APPROVED BY: tI T$ iomDWG.: I HV.FLCtTnN :__ M25 A i 1 5 1000 S.H. I X 2 X 1/8 1000 S.H. i X 2 X 3/8 TWO BY WOOD DETAIL CJAMB (TYP.) TUBE MULLION JAMB <TYPJ. TUBE MULLION 1 BUCK BY OTHERS 8 X 1/2 SELF 8 X 1/2 SELF 1 1/8` MIN. TAPPING SMS TAPPING SMS EMBEDMENT I 2 X a. X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLIONSTALLATION ANCHOR-#8 WOODWINDOV. F-EXTERINAL FRAME - WINDOW fRANE SCREW CTYPJMULLIONMULLION X 1-1/2 SELF 8 X 1-1/2 SELFTAPPINGTAPPINGSMS MULLION#8 LATION CLIPSMS SECTION A —A (I - SECTION A —A .(2).-. MULLION 1000 S.H. APPLIES TO HEAD do SILL WHERE 1" X 4" 1 X 2 7/16 X 1/8 1000 S.H. 1 X 2 7/16 X 3/8 JAMB CTYPJ 2" X 4" TUBE MULLIONS ARE USED 1000 S.H. JAMB CTYPJ. TUBE MULLION JAMB CTYPJ TUBE MULLION APPLIES TO HEAD do SILL WHERE 1" X 2' 1' X 2 7/16" TUBE MULLIONS ARE USED 1/2 SELF 8 X 1/2 SELF 8 X 1/2 SELF NG SMS INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAIL WOOD SCREW TTYPJ9aLPjkTA SILL CLIP ALANT BETWEEN_ SEALANT BETWEEN 8 X 1-1/2 SELF WINDOW FLANGESSEALANTBETWEENTAPPINGSMS -5 MULLION 1 1/8• MIN. WINDOW FRAME WINDOW, FRAME EMBEDMENT L MULLION 6 MULLION SECTION A -A (7) SHurN+c 8 X 1-1/2 SELF 8.X 1-1/2 SELF. TAPPING SMS TAPPING SMS DETAIL C SECTION A -A 731 SECTION A - A (41 I X 4 X 1/8 1 X 4 X 3/8 a AUXILIARY- PLATE FOR ADDITIONAL, ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MULLION. Q• O p wry„' 7ils r Y C .rq• 1A 1000. S.H. 1000 S.H. f/Rt A #f O O JAMB CTYPJ JAMB (TYPJ 8 SELF TAPPING SMS <TYPJ r `— DETAIL B MULLION 8 X 1/2 SELF 8 X 1%2 SELF ELEVATION O TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERS INTERNATTOxAL, INc SANFORD, FLORIDATrrjLEoecuoaleao90amooSER. 1000/1500 FIN SHEET,. 1. OF.2 VERTICAL MULLION SECTIONS ' - SEALANT BETWEEN SEALANT BETWEEN LIND CIOFRAME 3 2002 SEE OTHER SIDE (SHEET 2-OP 25FOR MULLION1FDESIGNPRESSURECAPACITIES8X1=1/2 SELF :. 8 X,1-1/2 SELF TAPPING SMS TAPPING SMS DRAWN BY: MSH APPROVED BY SECTION A -A (5) _ ...... SECTION'A—A (6) .. DATE:2/6/02 SCALE:NTS DWG.: IVMF`IN` J y 1 X 2 X 3/eX2Xl/B BTUBEMu-LIGN (T pl) TLEZ 4ULLION ONE Y WOOD—_ DTAIL 3L: CK BY 07HERS 0 N-CR ETMASONRY BY (-, T'H.rrS1114' 14IN eX 1/2 SE 8 X 1/2 S:"-F r k=PiNG SIMS A P;: I-* G SM. EMBEEMENT,4, ..4 r SEALANT B-,,WSZN !NS'A zz . - Viv BIA. LSCALA.NtaETVEEk i . vlls!:: tw P-Asn-Es V. kri Nl - N SVZ'.'ANC"' ik: MN X i-3/2 SEEP I ! : A.' MULLION TAPPlNr-: sms 4 Sms a CL7' P aL QTIQN- A--A t'l SECTiON' A —A (2\ i CAL Mi i: ;0N TO CON RE,7t- 6 HEAD m 11w:PLIES 10 HEAD & SiLL WHE A.2 7/i6 x _I — rUH muLLm TUB- 2" X 1X27i16X3/6 Ct-S AR.EUSE^,\ MU- LIDN JAMS LIU% S-H. - I CTYPJ imB ' T*fP.) jAM3 (TYr,.). DETAIL cl Oe X 1/2 SELF INSTALLATION ANCHOR s xii/2 SE . L-F 8 X 1/2 SELF x MAW"k. TAPPTINC3 S.*-,S 3111.4' DIA. TAFCCN APO.. N-,-- SMS ...... lAPPi.Nr, SMS SCREW ANCHMTYP.). VA= SILL CLIP V 8 X 1-1/2 SELF SEALANT Br!WZEN 7- SEALANT - BETWEEN I SEALANT BETWEEN TAPPING SMS WINTr-W Fu4NC-rs WINMW FLANGES FLANGES L:KLLION EM3EUHNT L KILLIONZ6MULLIONSr—T e x1-112 SELF #9 X !-1/2 SELF ECTION A —A (71 TAPPING SMS TAPPINDETAIL C G"Sms P.;.ECAST SILL By 10'HCRS SECTION A —A ( S ..5ECTiQN A —A (4 A ADlirTIONAL. ANCHORS, %.EN RECUIR-Eb)- I X 4X1/6 X 4 X 3/6 TU2E MULLION TUBE MULLION 0• jk vz- —T VLOWX I IUALrAA, vuy I I I l[Er.li ( I - lc2^. S.H.. 1,100 S.H. — 11B (TYP.) JAMB ayp.) . t, AY I uo ZE,-F, 7"Pp!-Nc SHS (TYP.) Dr- wl P. ELEVAK e X 1/ 2 SELF #e X 1/8 SELF I VIEWED MOM EXTEROR I mmox,)LAPPING SMS TAPPING SMS N RS INTERNATIONAL; INC FLORIDA 'EXTRUDE - - SANFORD, FLORIDA imm Sff 1000/ 153 Ile -QO`FLANGE. SHEET I OF 2 M UL. L 1Li N' S EIZ T1, 0 N, S SEALANTBETWEENSE!,..1V rLANGESSEALANVE- E-TIWFEN. WINDOW CLANGESSEF OTHER SIDE (SHEEV`8 MULLION L PUUJON -F C'R iex1- 1111.2 SELF' #8x 1-1/2 SELF DESIL.Itl PRESSURE CAPACITIES TA PING VS TAPPINC- SMS p 2 o2iDRAWN BY: M.SH z - , , * : FEB 15-20 nPPxovED BY SE.(,'l0N A—;, 5; --jrk-7iQ.N A —A (6\1 DATE: 2 SCALE-_ LG Pjl 'l SDWG.: 1, W-1, a0 1 X 2 X 1 /a 12CC S.H. - X 2 X 3/a Mc3uC . or 1 / T'Ji:c-NULLI N _nMB .TY?: iUB_ !"UL_I3N JA. Y.t ! t 08 X 1/_ SELF r- TAc_* c X i/2 SELF X 4 X .3/E - Mc TgpaING SMS 2 Li C I A" G TYPICAL VER':CAL TO HGR'ZCNTAL MULLION TO MULUCN iX _R CX M'..,_L 1 1 i I TNTERNA! 'Li lOC S.n.-'j SiALAN- ec•T c Y ; % \ SEALAN 2E .r cN i, t V1NiGV :AhucS . •1:uC'i t AY 1-1/2 'S%_. 6 IUL,10-4 - d uc_iCJ. 'AXING SNiLac .( 1-1/_ S£Lt - ,— TA=?1NC SMS r TA X _FS=! j X 2 7/16 X 1/a 1 X 2 7/1E X 3/E I TUB. MULL:Cir' T;}^,c tf 1j, iNSTAL'ATIC A:VCH.^..R1C3CS.H. .. M i :_ N - +I ViS' MA. A.-C3NJAMBCTYP.3 JAMB (TYP.) J SEALANT 3ETVr N - xa x 1-1/2 SELF +VINDOW r LANGES fSCREEW AN -CR RYPJ d MiL ION . TAPPING SMSSECTION A -A (7)1 SILL C 8 X 1/2 SELF 6 k 1/2 SELF I TAPP t r TAPPINGSMSSMS 1 Q EMBEDMENT PRECAST SILL BY OTHER SEALANT BETWEEN SEALANT BETWEEN - ,` 4;'"-" , AUXILIARY PL4TG WINDOW FLANGES ViNCOW FLANGES #e X 1-1/2 SELF i 1 - <F3K AJL:TIONAL. AN .4 RS• VHEN RIQUI.REMLML" LION a - dMULLION - _ - TAPPING S, ,S o x 1-1/2 S_L' 1J ----1 j. :. & I .. TAPPING SMS i 1 - SECTION A —A (zl SELT'C", °—A (4) I 1 X 4 X 1/E r 1 x 4 X 13 `8 I A:, A B I I 1L1_0 TUBEMULLIONTUJaaig y,' FZcl F IAPPIN ACT 1nO C'1 ... ']•jc!+ii3,• Fj C""" cam- FEV 1CCC %iEN^ FRO-M ;LENX. ERICRS.M-` JAN' JANa TLyr) # 6 INTERNATIONAL, INC as x I/2 SELF #a x 1/2 SELF FLORIDA EXTRUDERS.: SANFORD,` FLORIDA TAPPING SMS TA=PING SMS rrU:SER LOCO% Suu FLANGE SHEET I. Or -.c UVERTICAL _ MULLION EN NI O HO I ZLi SEALANT BETWEEN SEALANT BET EN 1 - - SEE . OTHER S I T C SH EET'2 2) wiNDaW FLANGES - .... vnD3W r_A.:,Es Ka x 1-1/2 SaL DES iG* N : PRESS,URE- CAPAC I.T'i ES d MULLIDN .. . d ' MU ION... .. TAPPING SMS - ,... a X 1-1/2 SELF r : s I,. TAPPING SMSireFcB15L-- DRAWN BY:MSH APPROVED BY:' SECTION A - A (si c I r O -p DATE: 2/6/0;2 SCALE. N' I S DWG.. I 1 V MI.H. MF.LG.. SEALANT BETWEEN APPLIES TO HEAD & SILL WHERE I' X 4' viNDOv FLANGES AUXILIARY PLATEOF-TAIL& 2' X 4* TUBE MULLIONS ARE USED L MULLION FORADDITMHAL ANCKRS• WHEN REWIRED) OTA IGNER 2000 P.W./DESIGNER SILL (TYPJ O X 3/ 4 SELF #8.X 3/4 SELF SHEATHING' PING SMS TAPPING SMS 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 - 14 TUBE MULLION TUBE MULLION INSTALLATION TYPJ INSTALIAi ANCHOR # 8 WOOD SEALANT BETWEEN SCREW < WINDOW FLANGES L MULLION EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY - OTHERS X 3/ 4 SELF #8 X 3/4 SELF PPING SMS 1000 S.H. TAPPING SMS MULLION HEAD (TYPJ MEAD (TYPJ 2000 P.W./DESIGNER APPLIES TO HEAD k SILL WHERE) X 2" SILL (TYPJIL & I- X 2 7/16' TUBE MULLIONS ARE USED SECTION A -A (1) SECTION A -A i2) A 8 X 3/4 SELF TAPPING SMS 2.X 4 X 3/8 TUBE MULLION rR INSTALLATION ANCHaR C• .. WOOD S S jzjiyany, L .-. P. d • \_ SEALANT BETWEEN HQRrL CLIP A-ropyR N t`,jj'i,' WINDOWFLANGE . 1 7tu++"" L MlA.L10N Ll I MIN. - - tip EMBEDMENT 1 1/8• MIN. r/,pRiO. £X VIE EMBEDMENT SEALANT BETWEEN SEALANT BETWEEN #8 X 3/4 SELF WINDOW FLANGES TA MILLION SMS FLANGES tMULLIONL A / MULLION 1000S.H. 2000 PW /DESIGNER 2000 P.W./DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS 1 X4X1/ 8 SILL (TYPJ 8 X 3/4 SELF TAPPING SMS HEAD <TYP.) SECTION A - A iSi 1 X4X3/ 8 TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL 'Nc SANFORD, FLORIDA i SER. 2000 . F I N SHEET. I OF 2 - T#ttt HORIZONTAL.MULLION SECTIONS' SEE OTHER S I DE ( SHEET 2. F. 2)' FOR 8 X3i4..SELF TAPPING SMS 1000 S. H.1000 HEAD (TYP) - SECTION A - A (3) 8 X 3/4 SELF TAPPING SMS S.HHEAD (TYPJ SECTION A - A i4) EB 2002 DESJGN.:-PRESSURE, CAPACITIES DRAWN BY: MSH APPROVED BY DATE:2/ 6/02 I km: NTS DWG.. '2HMFINTR S SEALANT BETWEEN WINDOV FLANGES- L MULLION 2000 P.V./DESIGNER SILL (TYPJ 8,X 3/4 SELF TAPPING SMS 1 1X27/16X1/8 TUBE MULLION SEALANT.BETVEEN WINDOW FLANGES-` L MULLION . 8 X 3/4.SELF 2000 S.H. TAPPING ` SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETWEEN TAPPING SMS WINDOW FLANGES _ t MULLION 2000 S H 2000 P.V./DESIGNER 2000 P,W./DESIGNER HEAD (TYPJ SILL (TYPJ.-SILL.(TYP.) SECTION UT. Al X 3/4 SELF #a X 3/4 SELF PING SMS TAPPING SMS 1X4X1/6 1X4X3/8 TUBE MULLION TUBE MULLION ELEVATION VIEWED FROM EXTERIOR SEALANT.ETWEE» FLORID,Q EXTRUDERS =FNATToxAL.INC VINDOV FLANGES - - ++- .. SANFORD, FLORIDAtea.; =. 1't'L * SER. ,, 20QpQ .FLANGE SHEET` 1 ?.OF` 2 I :: TRIPLE H RLZONTAL MULLI N:,SECT_,IONS 8 X 3/4 SELF #8 X 3/4 SELF vvTAPPINGSMSTAPPINGSMS SEE OTHER SIDE ( SHEET 2 OF 2) FOR 2000 S.H. 2000 Si-L00 < TYPJ HEAD cTraa DESIGN -PRESSURE CAPACITIES SECTION —A— (3) SECTION A —A (4) r i 8 9 2002 DP- IWN BY: MSH APxovEn. BY 7-777777. Dnx2:2/6/02: citE:=NTS- DwG::=2HMFL-GTR-- 9 TYPICAL VERTICAL TO HORIZONTAL MULUON TO MULLION 2000 S.H. 1 X 2 7/16 X 1/8 2000 S.H. 1 X 2 7/16 X 3/8 JAMB <TYPJ TUBE MULLION JAMB <TYP.) TUBE MULLMN 8 X 1/2 SELF #8.X 1/2 SELF INSTALLATII TAPPING SMS TAPPING SMS INTERNAL CLIP 2x 4X3/8 TUBE MULLION IX OR 2X MULL SEALANT-HETVEEN'.. SEALANT BETWEEN WINDOW FLANGES ' VINDOV.FL.ANGES_ 08 X 1-1/2 SELF TAPPING'SMS - 2000 SH JAMB <TYP) 1 LXR2XMULL L'MULLION -.. - L_ MULLION8X1-1/2 SELF TAPPING SMS: DETAIL 8 X 1/2 SELF SECTION A -A (1) SECTION A -A (2i TAPPING SMS rNSTALLATmN ANCHOR 3/t6• nu TAPcoN SCREW ANCHOR CTYPJ 1X4X1/8 Lx4X3/8 SILL CLIP TUBE MULLION TUBE MULLION Q 2000 S.H. 2000 S.H. SEALANT HETVEEN' VINDOV FLANGES 8 X 1-1/2 SELF TAPPING SMS - a.. / 4' MIN EMBEDMENT JAMB (TYPJ JAMB (TYPJ L_MULLION SECTION A -A (51 ..._ Q _ PRECAST SILL HY OTHERS AUXILIARY PLATE 8 X 1/2 SELF 8 X 1%2 SELF FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TAPPING SMS ":.. TAPPING SMS N SEALANT BETWEEN :. #8 X 1-1/2 SELF FLANGES WINDOW FLANGES TAPPING SMS L MULLION - L MULLMN .. - ... 8 X 1-1/2 SELF TAPPING SMS 7 A A . MULLD7N E SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY PLATE r, 41 '.Ju`Ll;:u:ilLHA a+'+t••",• TOR ADDITIDNAL ANCHMS. WHEN RCDUIRED> DETAIL APPLIES TO HEAD. do SILL WHERE 1' X 4' k 2' X 4' TUBE MULLIONS ARE USED MANUI` ACTU R NAKS1 SHEATHING ... WAS ME # - r, INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) rLION2000P.W./DESIGNER 2000 P.W./DESIGNER SILL (TYPJ SILL '(TYP.).. 8 X 3/4 SELF #8 X 3/4 SELF.:EXTERNAL MULLION INSTALLATION CLIP TAPPING SMS. TAPPING SMS TWO BY WOOD BUCK BY OTHERS- 1 X 2 7/16 X. 1q'jDooO 1 X 2, 7/16 X 3/8 TUBE MULLIONTUBE MULLION MULLION SEALANT BETWEE WINDOW FLANGESL MULLION2000 P.W./DESIGNER uD-E A SILL (TYPJ# 8 X 3/4 SELF X 3/4 SELF1000S.H. TAPPING SMS ..TAPPING SMS #8 X 3/4 SELF L_A / HEAD (TYPJ HEAD (TYP.) / TAPPING SMS 2 X 4 X. 3/8 T N A A ( i ( TUBE MULLIONSEC10 — SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES- L. MULLMN' L MULLION 2000 P.W DESIGNER SILL (TYP.) j'#8 X 3/4 SELF TAPPING SMS I 4X1/B TUBE MULLION 8 X 3/4 SELF TAPPING SMS1000S.H. HEAD (TYP.). . SECTION A —A (3) SECTION A —A 2 1 1/8' MIN Ivy EMBEDMEN 17 EVATIOII SEALANT BETWEEN VIEWED' FROM EXTERIORWINDOWFLANGE . L'MULLIpN..._, APPUES TO MEAD. & ,SILL WHERE i' X 2' ET L_@' do 1•...X..2-.7/16'-TUBE MULLIONS ARE USED U1S ALLATION ANCHOR 8 WOOD SCREW TYPJ HORIZ CLIP2000P.W./DESIGNER 8 X 3/4 SELFSILL (TYPJ' TAPPING SMS 08 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (5) X 4 X 3/8 HEAD (TYP.)EnSED9EDMEHT 1MIN TUBE MULLION INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD; FLORIDA Tnu: SER. 2000 FIN SHEET 1-: OF 2 TWIN HORIZONTAL MULLION :SECTIONS r SEE OTHER SIDE (SHEET-2 OF FOR 8 X 3/4 SELF DESIGN PRESSURE CAPACITIES 1000 S H TAPPING SMS f EB 2002 HEAD ( TYP.) DRAWN BY: MSH APPRO;ED. in SECTION A —A (4) DATE. scate:NTS DWc.:: 2HMFINTW a TYPICAL MULLION TO CONCRETE m JAMB' APPUES TO JAMB WHERE 1' X 4' DETAIL k 2' X 4' TUBE MULLIONS ARE USED) Q CONCRETE OR MASONRY =I,, 2000 P.W./DESIGNER BY OTHERS SIGNER _..__...._..... ...__ _.... _.. 2000 P.W, DE SILL (TYPJ SILL (TYPJ 8 X 3/4 SELF 8 X 3/4 SELF. TAPPING SMSIX27/16X1/8 TUBE MULLION TAPPING SMS1X27/16X3/6 TUBE MULLION SEALANT BETWEEN vINDaV GSMWINDOWFLANGES - ;L MULLIONtMULLION - 98 8 X 3/4 SELFX3/4 SELF 2000 SA TAPPING SMS TAPPING SMS. 2000 S.H. C HEAD (TYPJ HEAD (TYPJ,,. SECTION A -A Q) SECTION A —A (2) SEALANT BETWEEN WINDOW FLANGE 1 MULLION 77 1Y,Aj,9W8 .LAC 1L W1L ER NAI "• • x-1,oR1P,4 yD RS DETAIL B - ... ' r"' A VL6-'lC1ER Fmiz 8 X 3/4 SELF L- p SEALANT BETWEEN TAPPING SMSTA WINDOW FLANGES ._ MULLION 2000 P.W./DESIGNER 2000 S.H. HEAD (TYPJ2000P.W./DESIGNER SILL (TYPJ r SILL (TYPJ SECTIOA—A_ (5). N8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS TAPPINGSMS1/ iX4X8 1 X -4 X 3/8 FI FVATION TUBE MULLION TUBE MULLION VIEWED FROM .EXTERIOR SEALANT INTERNATIONAL, INC FLORIUAEXTRUDERSSANFORD, BETWEENWINDOW FLANGES . MULLION FLORIDA TnU: SER.. 2000 . FLANGE _ SHEET , l; F.., 2 ,- TWIN HOR I ZONTAL ' MULL I ON'' SECT IONS 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS SEE OTHER SIDE( SHEET 2 OF 2) FOR SMS 2oaa S.H.DESIGN S.H.TAPPING2000PRESSURE CAPAGITI,ES HEAD ( TYPJ HEAD (TYPJ SECTION A=A (3) _ SECTION A —A (4) F B 20V bRAWN Bar: MSN 6 PLATE APPLIES TO HEAD & SILL WHERE 1' X 4' FOR ADDITMMAL XILIARY ANCHORS• WHEN REQUIRED) 2' X 4' TUBE MULLIONS ARE USED O D Ai C Lr.ENTRAL FLORIDA B. 0. A. F. SHEATHING MANiTFACI'I1F{.I" R NAM: o -a SEALANT BETWEEN 14kST 'R FILE MULLION INSTALLATION ANCHOR #8 WOODf (TYPJWINDOWFLANGESOSCREW L MULLION 2000 P.W DESIGNER 2000 P.V DESIGNER SILL (TYPJ SILL (TYPJ EXTERNAL MULLION 8 X 3/4 SELF 8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS. TWO BY X400ff BUCK BY OTHERS I X 2 7/16 X 1/8 TUBE MULLION 1 X 2 7/16.X 3/8 TUBE. MULLION MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION DETAIL'-" 2000 P.W./DESIGNER SILL (TYPJ A 8 X 3/4 SELF 1000 S.M. TAPPING SMS 8 X 3/4 SELF 1000 S'N TAPPING SMS HEAD (TYPJ 8 X 3/4 NAPPING SMS HEAD (TYPJ SECTION A —A (1) SECTION A —A (2) 2X4X3/8 TUBE MULLION t 1 1/B' MIN. _.. 11V---...--- EMBEDMENT FLDyATION VIEWED FROM .EXTERIOR SEALANT BETWEEN WINDOW FLANGE - DETAIL 8 APPLIES TO HEAD & SILL WHERE I' X 2- L MULLION.:..- _,.. -: -..- IX 2 -7/16' TUBEMULLIONSARE: USED 1NS TION ANCHOR - SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES SECTION A —A (S) - CT vaoD.SuzEv . WINDOW FLANGES L MULLION L MULLION MORlZ CLIP 2000 P. W./DESIGNER SILL (TYPJ SILL (iYP:) SIGNER SILL ( TYPJ T8 X G SELF TAPPING SMS 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X 3/8 1000 S. H. HEAD (TYP.) t 1/ 8' MIH EMBEDMENT 1 X 4 X 1/E TUBE MULLION TUBE MULLIONFLORIDAEXTRUDERS.. ORD° ORIDA T:SER, 2000 FIN SHEET 1 OF 2 - - HORIZONTAL MULLION. SECTIONS V V SEE OTHER SIDE ( SHEET 2 OF 2) .FOR 8 X 3/4 SELF DESIGN PRESSURE CAPACITIES ae x.a/a SELF TAPPING SMS TAPPING -SMS EB 2002 ` 1000 S.H. 1000 S.H. HEAD (TYPJ DRAWN BY: M S H APPROVEDBY HEAD (TYPJ5EGTIONA — A (3) SECTION A —A (4) DATE:2/6/02 SCALE: NTS -,,- DWG•• 2HMF IN:: TYPICAL MUWON TO CONCRETE O JAMB APPLIES TO JAMS WHERE 1' X 4' DETAIL 8 k 2 X 4 TUBE MUWONS ARE USED) ] TVO BY WOOD — BUCK BY OTHERS DETAIL C 1 1/8' MIN. EMBEDMENT 2000 S.H. 2000 S.H. JAMB (TYPJ 1 X 2 7/16 X 1/8 JAMB (TYPJ 1 X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION 2 X 4 X 3%8 H ATHINSE GTUBEMULLION 8 X 1/2 SELF 8 1/2 SELF INSTALLATION ANCHOR #8 WOOD TAPPING SMS . TAPPXING ,SMS SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP 2000 S H MULLION JAMB (TYPJ APPLIES TO HEAD & ,SILL WHERE 1- X 4' 2' X 4• TUBE MULLIONS ARE USED SEALANT BETWEEN SEALANT BETWEEN 1/2 SELF APPLIES TO HEAD &. SILL WHERE 1' X 2' WINDOW FRAME WINDOW FRAME NG SMS dt 1' X 2-7/16" TUBE MULLIONS ARE USED t MULLION ... .. _ t MULLION 8 X 1-1/2 SELF 8.X 1-1/2 SELF SEAL ANT INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAIL B #8 WOOD SCREW SECTIONA-A (1) SECTION A -•A (2) rYPJSILL CLIP a. jy gJCg1:1y.... S9.PU'dIIJIILYL-llLLD.O.... 8 X 1-1/2 SELF WINDOW. FLANGES =- 1 1/8' MIN. M A NWACTIMR IiAkffi I TAPPING SMS t MULLION EMBEDMENT SECTION A —A (5) sHurHir+c WASTER FILE # % DETAIL C wok FRl - AUXILIARr- PLATE- 1 X 4 X 1/8 1 X 4 X 3/8 FOR-ADDITIONAL-ANCHORS,'WHEN REQUIRED) TUBE MULLION TUBE MULLION r r 2000 S.H. 2000 S.H. A. - JAMB CTYPJ JAMB (TYPJ O.. ... (D 8 SELF. TAPPING --/ 8 X 1/2 SELF TAPPINGSMS 8 X 1/2 SELF TAPPING. SMS SMS ( TYP).-. DE rAIBMULLION ELEVATION VIEWEQ FROM EXTERIOR FLORIDA EXTRUDERS 0 FioRmNa Tnu: SER." 2000- FIN '' SHEET 1 OF 2 VERTICAL. MULLION SECT.IONS' SEALANT BETWEEN WINDW.FRAME :. SEALANT BETWEEN WINDOW FRAME. •: CSHEET 2 `OF 2) 'FOR t MULLION __ c MULLION , DES IGNHPRESSUREs'CAP.AC IT I ES 8 X 1=1/2 SELF_ _ .. TAPPING. SMS.. 8 .X . 1-1/2 SELF TAPPING_ SMS DRAWN BY: MSH APPROVED BY SECTION A= A (3) -" SECTION A -A (4) DATE:2/6/02 scALi;:NTS DWG.:. 2VMFIN 2.i u u u v 8 X 1/2 SELF #2 X 1/2 SELF TAPPING. SMS TAPPING SMS SEALANT BETWEEN SEALANT BETVEEN WINMW FLANGES WENDOW FLANGES - .. i MULLION - L MULLION - - . _ 8 SELF .... _.... 8 X 1 R8 -1/2 SELF SMS CTYP.) 1/2 SELF X 1 DETAIL B IIMULLIONJ - Jl1LTAPPING. SMS TAPPING SMS ELEVATION E) SECTION A —A (3) SECTION A -A (4) VIEWED FROM EXTERIOR FLORIDA..: -TRUMRS O n° FoRmA. FACTNAME: SHEET.,: F 2 SER. 200_ F ANGE LoR/ vvl VERTICAL MULLION. SECTIONS SEE. OTHER_-, S I:DE;< SHEETI. . ,F 2) .:FOR -_ 1. 8 2!? DESIGN PRESSURE-CAPAC.IT;IES DRAWN HY: JBW APPROVED DATE: 2/2/..0 2- SCALES NTS M I A M I-DADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Prenldor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 h1IANI1-DADE COUNTY, FLORA METRO -DARE FLAGLER BUILDIT BUILDINC CODE COMPLIANCE OFFI+ Mf;i'RO-DADC FLAGL RR BUILDr 1.10 wi?S'r vLAGt.CIt s't'Itr.,m', sure: 16 MIAMI, FLORIDA 33130-l3 305) 375-2901 FAX (305) 375.21 oK,rtt.%c,tott I,lcitNstsw, st:crti 305) 375.252,7 FAQ (30$) 373-:' 04N1I*I l *I1olt VNPOIRC EINIXN'1' Utl'!til 305) 375.2966 FAN (305) 375-: 1 RODUC: r CONTHOI. UI1'Is1• 305) 373.2902 FAX (305) 372.6 Your application for Notice of Acceptance (NOA) of Elitergy 6-8 S-W/E inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t. product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t' product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend i use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flori Building Ccde. The expense of such testing will b-1 incurred by the manufacturer. c— ACCEPTANCE NO.: 01-0314,25) EXPIRES: 04/02/2006 Raul tcoarlgucz Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PACES OR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE R PRODUCT REVI ENV CONINTITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County Florida under the conditions forth above. APPROVED: 06/05/200 i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Opal( Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 200 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS L 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-1V/E Inswing Clazed Double ,Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo documents: Drawing No 31-1028-EW-I, 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 byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applics to single unit applications of pair of doors and single door only, as shown i approved drawings. Si;-gle door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!c between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum( protection systern. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatcnicnt: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approved drawings, as identilicd in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio6.I..3 Any other documents required by the Building Official or the South Florida Building Co, SFBC) in order to properly evaluate the install ion of this system. Mane l Pcrcz, P.E. Product Co ro Exam, Product Control Division Premdor Entry Systems ACCEPTANCE No.; 0I-03I4.25 APPROVED : JUN 5 dQj EXPIRES April 02,_2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no Ionger 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 (his office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be 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 Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shalt be available for inspcction at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be Cause for tennination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEI'"ANCE Manu Pcrcz, P.C., Product Pon tr scam Produ nntrol Division Glazed Units COP-WL-MAOIOO-02 ' FIBERGLASS DOORS 6'8" Height — Inswing X 2,0" COP-WL-MA0141-02 02.0419.08 Application Filed) 52.0 NO 2'6" 2'8" 2'10" 3'0" 316" Not Listed Not Listed X0, OX, NO f j j i I 1 2'8" + 1'0" 1 1 COP-WL-MA0143-02 t.1 I 02-0419.08 Application Filed) r I 52.0 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" IV' +2'8"+IT COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I 1101. 17 + TV + 17' IV' + 2'8" + 1'0" 1'0" r 3'0" + l'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + t'2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2' 10" + 2' 10" 37 + 3'0" + 3'0" XX, OXXO i 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 i NO Ij i 21" + 2'8" 2'1C" + 210" 3'0" + 3'0" 2'6" + 2.8" + 2'6" + 2r6„ COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 22.8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + Z'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. Inslallation 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 forbuildingsandotherstructures). National, state or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, R21012 & PA233. 0 Oak off AR``'EK" r c . r o_1 t.al„lwolr rum1'111§!XCLAt1 F.NTMY 000AS Pb- wN rWtb.l tour Doa'1 rVlnPREM Ao1179. 2002 T a.. •re D,e / 1, co" M"u q dnprml 01 pI XU0 IIIWO ")C l mitts 1oca1ig1ioi,$, design and p•0011C1 Masonite international Corporation 0e1.1111:ica 10 Cf xv wi110u1 notice. Glazed Unity X X0, OX, OXO XX, OXXO COP=WL' MA0100-02` FIBERGLASS DOORS 6'8" Height — Outswin ; J COP-WL-MA0161.02 02-0418,03 Application Filed) 55.0 NO TV 2'8" 2'10" TV Not Listed Not Listed 55.0 NO TV + 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 2'8" + 17' 210" + 1'0" 2'10" + 17, 3,0., _ 1.0,• 3'0" + 17' 1'0" + 2'8" + 1101, COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17'+2'8"+17' 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" IT" + 2'10" + 17' 1'"c" + 3'0" + 17' 2'6" r 2'6" + 2'6" 2'8" + TV + 2'8" 2' 1C" + 2'10" + 2'10" j TO" + 3'0" + 3'0" Y 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2T 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" +2'10" + 2'10" + 210" TO" + 3'0" + 3'0" + 3'0" Note:: I. Dccr arrangements using fewer panels than what is shov.n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.corn) 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. ARTFa. Kk 'MA 1,1J..9'IA i.A Y•V 00AA N.4.T•a #dCl !"UlA•. ,( / Ap, e 20. M2 ou•mr o..n outroynw, yproptamofwoaua;n101WWvnlmakerepecakan a,ions.aesipnaproa,ca Masonite International Corporation. 4HA;o'' iXl 10 C11]n0e veilliotl n0llcf. - Glazed Units COP-WL'MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing X 7 t 2'0" COP-WL-MA0146-02 Miami-Wder 02-0423.01 Application Filed) 40.0 NO 2'6" 2181, 2'10" 3'0" 3'6" Not Listed Not ListedArrangement Xv. Ox, CX0 Multiples (width) TV + 1'0" COP-WL-MA0148-02 l., 02-0423.01 Application filed) 40.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' I 3'0" + 1'2" COP-WL-MA0149-02 02.0423.01 Application Filed) 40.0 NO i 1 IV' - 2'10" + 1'0" 1'2 + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17' + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 210" 5'0" +'s'0" + 3'0" XX, OXXO 2,8„ COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO 2'b' * 2'8" 2'10" + 210" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'1011 TO" + TO" + TO" + TO" Votes: 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 fnlernational website (www,masonite.com) or from the technical center. 3. In•sta!'ation instructions are available from the Vasonite International website (www.masonite.com) or from the technical center. Actuai 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 bullaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PA203. O akcraff CEK" PNTkY[)001tl f:,,y De r;az,.zo^t Qv co.:owg pro: ;ry et uwGua Irr,pmvement au e] sDc Sf;c::a•s. Ctsgn ::4 ;r>:.a Masonite International Corporation i::! I ]ur.,a i ,o :..^.UK•: IMhc.ut n ti;e. Glazed Units w COP-WL=MA0100.02: FIBERGLASS DOORS 8'0" Height — Outswing X X0, OX, OXO 210" COP-WL-MA0166-02 02-0423.03 Application Filed) 47.0 NO 2'6" 2'8" 2-10" 3'0" 3'6" Not Listed 2'8" + 1'D" 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0168-02 3'0" + 1'0" 3'0" + 'IT Not listed 02-0423.03 Application Filed) 1 1 I 47.0 NO 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" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17' 1'2"+TO" +17' 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-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. 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. Oak raff DOONS EK" Fili—C,L.SSS F:N'I KY fa,., En Do April 29. 2Og2 m o.ulr oeo.. Our continuing program of product improvement makes specilicalions. design and produce Masonite International O fP O f d l l O n detail Su0leC110 Change without noliCe. Opaque Units t COP-WL=MiA0100 02 FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'6" 2'8" 2'10" 3'0" X0, OX, OXO TV 2'8" + 1'0" Not Listed Not Listed - - 02-0109.10 COP-WL-MA0103-02 (Application Filed) 55.0 NO 2'8" + 17' - 2'10" + 1'0" 210" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO IV' + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 1'2" + 2'10" + 1'2" 1T+TO" +17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 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 byASCE 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. 0akcraft W.,Ir I' e.l ARkEW Ea<lo, ely ,.om 1`1111';MO,.ASS FNIRY DOORS NemTuwM FM•u Envy Oe"n a rA19. OurOur continuing Dropram 01 D•otluC1 nnDrovemenl makes sDttiliGtgns, design andproductdetail Masonite International Corporation suoiect to cnange wdnout notice Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing 1 II COP-WL-MA0121-02 1' I 01-1031.02 I 76.0 1. 1 NO 1'Singles1 X 2'0" 2'6" 2'8" 2'10" TO" TV Not Listed Not Listed 1 X0, OX, OXO mmlu], I 2'8" + 1'0" I 1 COP-WL-MA0123-02 I 02-0109.09 Application Filed) E• 1 55.0 1 I NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" IT + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17' + 2'10" + 17 1'2" + TO" + 17 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'1On TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 8CCO protocol PA201, PA202 & PA203. O ak Taff AREK' W .,,„Ir<tlu r<A E•(IUI•ely lr0in FIk F.'kGI.AS5 F:N'rkY DOORS-I..e.rW Ea,.ral•u E"uY Oee.r Q PREti1"""I r,:, ADrd 29. 2Dd2 Masonite International Corporation Ourcontmuino'IO ram of Drodutt imdrovtmenl makeS SDeciliCalionS. desion and Droducl dtlbl SudlEtt 10 CNnot witnoul nonce. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1 COP-WL-MA0106-02 1' t 02-0109.08 Application Filed) I• I 70.0 1I NO ArrangementSingles1 X 2' 0" 2' 6" 2' 8" 2' 10" 3' 0" 1Multiples1 X0, OX, OXO 3' 6" Not Listed I 1Mill 2' 8" + 1'0" 2' 8" + 17' 2' 10" + 1'0" 2' 10" + 17 COP-WL-MA0108.02 3' 0" + 1'0" 3' 0" + 17 Not Listed — I• i t (• 1 02- 0109.08 Application Filed) 55.0 11 NO 1' 0" + 2'8" + 1'0" COP- WL-MA0109-02 02- 0109.08 Application Filed) 55.0 NO 1' 0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 17' + 2'10" + 1'2" 17 + 37 + 17' 2' 6" + 2'6" + 2'6" 2' 8" + 2.8" + 2'8" 2' 10" + 2'10" + 2'10" 3' 0" + TO" + 3'0" XX, OXXO 2' 8" + 2'8" COP- WL-MA0107-02 02- 0109.08 Application Filed) 55.0 NO 2' 8" + 2'8" 2' 10" + 2'10" 3' 0" + TO" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0110-02 02- 0109.08 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" + 2'10" 3' 0" + TO" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design toads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraff AR EK'" e11W. GI.A.1 .S-1'MY"110"5 Non-T..nntl fp«e"u EnvyOoer, ADrn 29. 2002 Our DOminu." D'0Q1a 01 Dr00uCl un0,mMenl makes WCIIIC21*15. MIP 2N Dr00uC1 0" l "SDD1eCl IO Chan0e without noLCe. C,' (. tlut rely Iron Masonite International Corpora(on Opaque Units COP-M-MA0100-02` FIBERGLASS DOORS 8'0" Height — Outswing 1' X I(width)I 2'0" 1 COP-WL-MA0126-02 1 ( 02-0109.07 Application Filed) 1 70.0 1 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed IMultiplesI X0, OX. OXO 2'8" + 1'0" I E COP-WL-MA0128-02 I.1 k 02-0109.07 Application Filed) k 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 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" 17' + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + TO" + 17 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 37 + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. 0 O ak raft ARkEEC" 1t I c cA E.clulivelr I.am YIHI."( iLASS VN'a"Y MI)OOHS N T.. E4.r&u Env)0- Apra 29. 2gg2 Our contlnwog program of product improvement makes specifications. dee,gn and product dead subject 10 change without notice. X Unit f r UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. MOMWIMMME Width of door unit plus 1/2" Height of door unit plus 1/4" mio-wL•ma0001-02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 E.<u.reie room April 29. 2002 m o..,r o••. Our conlmmng Program of Drodutl unororemerd makes soeokat ons. oeslgn and produtl aeud SAW 10 mange wilnoul nonce. XO or OX '000I Unit I SINGLE DOOR WITH 1 SIDELITE T. T6' 8" UNIT 8V UNIT 13- 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require Iwo 2- 1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" r t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) 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 M8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Aprd29 2002 Masonite International Corporation 0., comn-:,q vbp,am o, nwoun mNxes sueai cmm•s. ocs' P aue )'noun oetad eublect to Oilge wdnom M.Ce. oxo Unit I SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" f t t f f t f f I f f Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 f •<lu.,rely Ii O, April29.2002 Masonite International Corporation Ow cannn„U p, uU n ui noUra ' ., .:mu" notes sbecdgma•, aasUn a11C uwavu arise suu,w is :cm,Ue wnnow ounce. , oxxo MIDMb,MA0006= Unit 02 DOUBLE DOOR WITH 2 SIDELITES CL TYP. TYP. TYP.ITYP. l ! 1 1 1 1 i t 1 l l l 1 I l l l 1 TYF 6'8' I 1i if 1 11 fi f ii fi f~ 13- UNIT 8'0• UNIT 5/16" 17.1/8" MAXIMUM ON CENTER TYP. n 1 'E 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 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 (feast) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and 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. E.clur vely Irom April 29.2002 Masonite International Corporation Our Cont n nnp program of produa morovernent makeS SDMbCal'ons. des.on and pf oducl Wall Sunlecl 10 enanoe without nol'- XX Glazed Inswing Unit APPROVED ARRANGEMENT: 5 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". r Double Door Maximum unit size - 6'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: ao 00130 00 oa ao ao 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: n ao as oa 00 00 as 105 Series 106, 160 Series' 129 Series' 12 Rh, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be usea in the following door style: Eyebrow 5•panef with scroll re Oak raft AR' E C' E•<1.,.elr l,n," rr.lnrc.l"c,i L 111.1 LKCiLASS L1,iI KY OOOKS Nen.i .wM riWrN" Envy neon ARMD A,il/ April 29,2002 Masonite international Corporation Our Conlinumg prooram of prOdUCI ,D,ovemenl MACS SpeCniCalgnS, design and oroducr Bela' I iupleCf to mange wnnoul f0tt APPROVED DOOR STYLES: 3/4 GLASS: FULL Yy GLASS: 130 011 Paz a 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft AR k EK'" or„ VIUL.61.11.1 LN I'N\'^a V ry April 29.2002 Masonite International Corporation0urconbnumgorogramofproduct ;mprovemen1 makes Specifications, design and ptoduo deta'Isubject 10 change wi hour nonce. COP WL-MA0143 OZ J Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 Single Door with 1 Sidelite Maximum unit size - 6T x6'8" 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". Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 D0 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 M N 0 ° a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kn may also be used in the lollowing door slyle' Eyebrow 5-panel with scroll Oak raff AaR 1 EW 1-WE.C1.111 L11'N1' Ur)I)H1 No:-T.w..lFA•.rauE:nrrOoon PREM ,P.i,.ii.,/i•,. 1 °' Aprd29.2002 Masonite International Corporation Our [onlnW mp e10V1a111 of 0,0dW iT*10,enlent 11131C1 See[d,C3t*nl, acs-un ano :nocuu 0e13" wWru is cnenec wnnoul nolae. - XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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 Oakraft AR k EK " E el ely I' 111L.1;LA\.\ L.V'1M1'`IItIIIN NpnT wr efA ,'.0oo w April29. 2002 Ow comlft.N Vopnnl OI ptodua , Dtovemenl lnikeS SMRiCatiOnS, dee'On end D(GduCI Masonite International Corporation j"" I "D'ec, to CODnge wn OOulIMCC Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: C•. 3 O tv^, u, FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size - 9T x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. - Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n a M M a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5 panel with scroll Oakraft.l AR kEWFn<lufirely Iron, u 111nl:K(;LA.SS LN'I'K\'nDOOK1 No T*—d$,bW ,, Env"Ooor, T o roe a f At) ril29.2002 Ow ron,,-q 9,0dr3m of ploduol Knorovemenl makes soK.bcatons, arsipn and Product Masonite International Corporation dean suoied 10 tnange wdhoul hol4t. oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: k 011 1313 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 4 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff r ANEW em v....1 e. l e r e ,l 1AULRULA11 LN'IRY 000R] E." 0— April 29, 2002 Our Continuing program 01 VOW w p,ovenlenl Masonite International Corporation makes sDetitiCalg s. design and orodu[t detail subject to Change .11tout 1101rte. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: a ova u' O u 0m, Double Door with 2 Sidelites Maximum unit size - 12'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 00a0 a0 00 00 D0 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n a o0 0o a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK'" F11ILRCLASS LN'1'NV UOORN N -T.—d FI-e tEnvyDoort o a April 29. 2002 Out conunump ptogtam of ptodua 01orovemem makes specd2abons. dn.on and oroducl M as O n i t e International O r p O r d t i O n Bela it I^,cl 10 cnaanbe -Ihoal nol.ce. Glazed COP-WL-MA0145.02 >: Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 61 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 6 !} s a a a 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raffI.p r AR 1 EK'" r.a •Ir rro m I `I 111Mr L•\.1 l:NIMI I)I )1)M Np.r..u•r.0 rAe'r E".'Door, April 29. 2002 Our conl,numg program or produn improvement makes SpecdRatmhS, design and ptOOuCl detail 5upiedr 10 change without notice. xx Glazed Inswing Unit APPROVED ARRANGEMENT. 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6T x 87 Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002.02. APPROVED DOOR STYLES: 1/4 GLASS: as oa 822 Series 1/2 GLASS: n ED oa 404 Series 108 Series O akcraff AR EK" am 1'1111:KC lA\ti Lr+'I'N 1' UUVICS Nen.T.a.nA fD.rel... Envy 0— April 29. 2002 Masonite International Corporation Oo, 1,ogr3m of praducl improvement MACS spetificallonS. design and MOW dead subie Cl feehange without nabce. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR a EK" m PIULN<: L•\D] t:Nrnl uu H., wn.L.w..a ie..p,u 6wr Doo a O April 29.2002 Masonite International Corporation Ourcontinuing program of product improvement mikes specilications. design and o,oduct detail suoteci to change without notice XO or OX Glazed Inswing Unit r APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size - 67 x 8'0" Design Pressure 40.0/-40.0 Untied water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: DID 0o 00 822 Series 1/2 GLASS: E 00 404 Series 108 Series Oak raft AR k EK" I'I111!Mf. l.:\\$ISY'1'H\"^1af111H1 raon.A.w..a r—p.0 Eryvr Goon na? 1.11 Alifd29.2002 Masonite International Corporation ow commmne proalam a prooucl imo,ovrmefo makes speohcalions. deS,gn and n,oduu on+ suonai w cnanee +.nnoul nofic . XO or OX O • 1 t . I t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: U4. 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). PJ ' / &Ex State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'- tM-T..rrw E.p.rr,u Env, 0— E.<tu,lre,k t,um PREM 11BLK(iLASS LNI Ka 1 OOKS April 29.2002 Masaonite international Corporation our Continuing Drogram 01 DrOduCt'mdruvtmtnl makes SMOiCationS. design and product det3d SAW to Changewithout n0t¢t. OXO Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size - 9'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact 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 beeO followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 Series 108 Series O akcraff AR k EK" FItf I:He:Ln \11: N'I'N 1" I)t It1WS r+on-A.wnaf-0<.tu,. En,.t Doe., t CIIrAUY1v,..r ri.ir April 29.2002 d.roe Masonite International Corporation Our continuing Program of product in Drovement makes speGhGl-ons. oes,Qn and product detail Subject to Chariot Without hot.Ce. COP-WL=MA0149-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: fn° YL 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR EK'" f +[miray Iromweol.vr>'I'e ,.urcd HULICOLASN LNIRV GOONS WnT-and F4,.ra—Envy0 April 29. 2002 0ur coatmuing prog.am of p1odUO improvement makes eoeciticatbns. design and pnodua M a so n i t e International C o r p o r a t i o n detmi suoiect to change wnhoul notice. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O 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 - 12T x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined 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-MA0005e02. APPROVED DOOR STYLES: 1/4 GLASS: DAD as as 822 Series 1/2 GLASS: 0 00 404 Series 108 Series O raff 1'c. ARkEK'- E.clu ely Iro i c.l 1:i1iLK6LAS.1 LN'I'Mltoc OKS Nomt..e,r.E E-,-t Emr, Oxon a April 29. 2002 our continu'ng program of orodutl moro"ment makes specifications. design and oroducl o. r open M a s o n i te international Corporation detail subject to change without notice. OXX0 COP-W15MA0150=02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 13 O ak;raff AR EK" VIIrLRCLASS ENTRY IJ,In Ns enu'y Doen Q April29.2002 Masonite International Corporation Our commu,np Drogram Dt D, oduO imDrovement mattes speciliabons, design and Droduct detail suDlec1 10 change wilnoul nonce XX 1 ' ' 1 E I Glazed Outswing Unit r APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size - 6'0" x 6'8" Design Pressure 55.0/-55.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirementsfora specific building design andgeographic location is determined by ASCE 7-nationai, state or local buildingcodes 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: 00 00 00 00 00 O00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 0 00 00 00 00 00 00 105 Series 106. 160 Series- 129 Series' 12 R/L, 23 AIL, 24 R/L 107 Series- 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak AR EK' y E.sl,l.elr From I `1L11: ;LAS\ L(."I'kl' 170!K., WnT..wnd Fde.;I. •. Envy Daors PREM"""( a m April 29. 2002 Ow cow-nu no program of product improvement makes i0ecd,ca1,0n$, design and product m o:. r o00 Ma50 Hite International Corporation laud suulen fo mange wdnoal nolae XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1771 all as 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series 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: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff ARkEK'- r`., I. 1..1 IUL.';L.NN LN I Nl',UU<,1(.K T..—,dI.".. Env, Doo.f April 29, 2002 0., coil, unq Grogram or o,00utl imDrovemenr makes SDCCiIiUtionS. design ono Droouct M d S O n i 1 e InternationalCorporation ' eetaa SUOIeel to cnange wnnom notice 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 3'0" x 8'0". Double Door Maximum unit size - 6'0" x 8'0" Design Pressure 47.0/-47.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: D>ID 00 00 822 Series 1/2 GLASS: 108:Series Oak raft ARE elysinly Irom FIUCKGLASS UN'1'kY D00MS—T..wnCIILJYI /C,' rV,nn r/nr. a, Apnl 29. 2002 ^ d•. o.... on. cwm nw, g program of modun nrnoremem makes sdecdkaoons. desgn and dlodua M a s o n i[ e International Corporation dead SYbjeCl 10 change wilhoN noha 3/4" X 1-1/2" X 13GAGE MIN. 2" GALV. STEEL GALV, STEEL HORIZONTAL ANGLE HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2-LAG SCREWS. — OPENING HEIGHT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) L 9'X7' (3 BRACKETS) 5" FOR 16' X 7' USE 1/4" X 3/4" — HEX HEAD SELF DRILLING SCREW i ix- r_lvmbl 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 63" (16' X 7') 42"(16' X 7') 54"(9' X 7') 21 "(16' X 7' 33"(9' X 7') 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL. USE END CAP OVER END STILES. SEE DETAIL C) 18 GAGE GALV. STEEL CENTER HINGE) `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY.OTHERS. SECTION B—B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 8'-0" 7'-0" 32.8 37.4 49.2 56.1 9'-0" 7'-0" 29.1 1 -33.3 1 +43.7 1 -49.9 23.6 1 -26.3 1 +35.4 1 -39.5 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 73-5--% 19-1/2"", 2\ 24" HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL X 1/2" LONG 16GA. GALV. STEEL4GEBOLTdoNUTTOPBRACKETWITH 14GA. ROLLER HOLDER WITH 2 FASTENERS. 5 STRUTS 3" 18GA WIDE 1/4-X 3/4" LONG HEX HEAD SELF SEE DETAIL A) DRIWNG SCREWS. 2 PER VERTICAL STILE) OPTIONAL SSB GLASS LIGHTS CENTER STILES 5 COLUMNS CENTER HINGES 3 COLUMNS)- 16' X 7' DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. B TIRE: STEEL 10 BALL 8' AND 9' WIDE DOORS 2" ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALL SEE DETAIL C 4"X 16" AIR VENTS — 14 GAGE GALV. STEEL END 4) REQ'D. HINGE ATTACHED WITH (4) OR 5) SCREWS. SEE DETAIL C. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL., LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 16'— DOUBLE CAR) OPTIONAL SSB GLASS UGHTS- 4 STRUTS 20 A)(SEE DETAILIL A) 4"X 16" AIR VENTS 2) REQ'D. i 60 SQ. IN. MIN. BTOTALOPENAREA) 20 GAGE END CAP c--20 GAGE END STILES MODELS EXCEPT 2 24 GAGE MODEL 750 1-3/8" POLYSTYRENE INSULATION © 00 g o OPTIONAL FOR MOD. 724 AND 730 Ot o 1 13 GAGE GALV. STEEL BOTTOM BRACKET 0 IATTACHEDWITH2FASTENERS 2 BOTTOM SCREW CAN BE ABOVE OR T BELOW ROLLER. I L.H. FOR A 16' X 7' DOOR USE ONE DETAIL C SECTION A —A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE, END 0V STILE, CAP AND RAIL. TYP, 6 PLACES, AND USE LONG STEM ROLLERS. L NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20 X 5/8" HEX BOLTS do NUTS OR 1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. G 2422 3/5/02 KDD 1 F 2413 1/25/02 WILLIAM T.QDEraANN P E 2137 2/9/00 ALTERNATE CONSTRUCTION USING (2) STRUTS-7 ALTERNATE CONSTRUCTION USING (2) STRUTS.7 LOCK SINGLE CAR) CENTER STILES do CENTER HINGES (1 COLUMN) 1.25" 2.75" -- DETAIL A 3" 20GA WIDE STRUT 3" 18GA WIDE STRUT P.O. BOX 13858 77 t 7 MAUMELLE, AR. wi VV 1LL 11. SOR ]D)(1'1 R 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES g / / DWG. WAS PART NAME: Consulting Structural Engaeec D 1724 6 24 97LISTEDINTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' RO )F HEIGHT, ROOF 101993—e, 9 WINDLOAD RESIDENTIAL STEEL DOORPITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © 1140 Anderson Street C 1549A TOLERANCE FOR SBC 100 ®150% MPH, FBC30.' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. Clermont, FL 34711 ` ; r " B 1549 120 MID FYP()CIIRF R" AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR (352) 242-0100 A 1449 FRAC•f1/64 NEXT LEVELOTHERLOCATIONS. (9-8-95) (DP.6«d.,.) DEC.* .015 DOORS SMALLER THAN THOSE SHOWN" WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, 1366 (11-01-94) (SCATES) ANG. f r GIVEN THE SAME CONDITIONS. .THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE G NOTE- GLAZING DOES NOT SATISFY IMPACT SCALE PLOT SCALEINCREASEINPRESSUREASTHEDOORSIZEIS. MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE JAPPROV. NONE 1=1 DATE: DWG. NQ, 9/14/94 99_B_033DRN. BY GDR SHEET 1 OF 3 , OPENING HEIGHT NOT OVER DOOR 13 GAGE MIN. GALV. STEEL 1/4- X 1/2" LONG USE FOUR TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT FOR 16'XB' FASTENERS RAILSFASTENTOWOODJAMBWITH16GA. GALV. STEEL ON 9'X8'. 5/16" X 1-1/2" LAG SCREWS. 6 TOP BRACKET WITH 8 STRUTS - 14GA. ROLLER FOR 18' X 7' HOLDER WITH 3" 18GA WIDE 2" GALV. STEEL & 18' X 8' USE 2 FASTENERS. 0 (SEE DETAIL A) VERTICAL TRACK 1/4' X 3 4" FOR 18'X7' & 18'X8' SEE TOP BRACKET 16GA 16'X8') HEX HEAD SELF LOCK OPTIONAL 13GA. (18'X7', DRILLING SCREW DETAIL Drr,-l ON PAGE 3 USE TWO EXTRA 18'Xe'1 X 8' & 10' X 8' DOOR SELF DRILLING 00 63" (18' X 7') 72"(18:XB) 72" (16' X 8') 72" (10' X 8') 54" (18' X 7'363" 18' X 8' 63' (9X 8') 42" ( 18' X 7') 48- ( 18' X 8') 48" ( 16' X 8') 48" ( ti10' X 8') 33" (18 X 7 ) 39" ( 18' X 8') 39' ( 9' X 8') 3/4" POLYSTYRENE 21" 18' X 7' INSULATION 24' 18' X 8'; STANDARD FOR 24" ( 16' X 8') MODEL 735 24" ( 10' X 8') 15"( 18'X7') 1. 5" (18' X 8') 19- 1/2", 21" OR 24" HIGH PANEL GALV. 2" ROLLER WITH 7/16" SCREWS THROUGH TOP AND BOTTOM SEE DETAIL C DIA. LONG STEM. USE ONE EXTRA TIRE: STEEL 10 BALL 18' X 7' & 18' X 8' DOOR LEAF OF HINGE AND END STILE, SELF DRILLING 2' HURRICANE ROLLER ON 16 X8, 18'X7' X8. L. H. SCREW THROUGH TOP LEAF OF WITH 7/16" DIA. 18HINGE ON 10'X8'. LONG STEM. TIRE: STEEL 10 BALL. 9' X 8': 1O'X 8' 20GA. END CAP, NO RIVETS. 9'XB' 2" ROLLER WITH 16' X 8': 16GA. END CAP & RIVETS. 7/16' DIA. SHORT STEM. 18' X 7' & 18' X 8': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL END HINGE ATTACHED RAIL WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. P/IND Piz, 0GAGESTILES E 16' XB' & , B'X8 DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE AND PRE- 2• GALVANIZED STEEL STRUT. OPTIONAL SSB GLASS 5" 9' X 8' 3 BRACKETS 16' X 8' (4 BRACKETS) PAINTED STEEL ATTACHED WITH 1/4' X 3/4' 10 X 8' 4 BRACKETS 18' X T (7 BRACKETS) 26 GA. ALL LONG HEX HEAD SELF 18' X 8' (7 BRACKETS) MODELS EXCEPT DRILLING SCREWS. 24 GA. MODEL (2 PER VERTICAL STILE) 20 GAGEENDSTILES - FASTENED 750 4 STRUTS WITH TOG- L-LOGS TO PANEL 1-3/8" POLYSTYRENE 3' 20GA WIDE USE ENDCAPOVERENDSTILES. INSULATION OPTIONAL (SEE DETAIL A) SEE DETAILC) FOR MOD. 724 & 730. 4"X 16' AIR VENTS 13GA. GALV. STEEL (2) REQ'D. B BOTTOM BRACKET (60 SO. IN: MIN. ATTACHED WITH3TOTALOPENAREA) 2• FASTENERS (16'X8'). 4 FASTENERS ( 18'X7'OPTIONAL.-1 18'X8'). 9'xe') SECTION B-B ANDASTE 18 GAGEGALV. STEEL CENTER HINGE 10'X8'). X8') ATTACHEDWITH 4 FASTENERS. SECTION A -A 20 GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS 1.25" TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S. F. TABLE 3" DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0" 8'-0" 25.5 29.1 38.2 43.7 10'-0" 8'-0" 33.0 36.9 49.6 55.3 16'-0" 8'-0' 24.3 27.3 36.6 41.1 18,-0' 8'-0" 27.3 30.7 41.0 46.0 18'-0' 7'-0" 27.3 30.7 41.0 46.0 6 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL• SEE DETAIL C- 4"X 16" AIR VENTS 4) REQ' D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERN9F CONSTRUCTION USING (2) STRUTS./^ OPTIONAL SSB GLASS 18' (DOUBLE CAR) 4'X 16" AIR VENTS 4) REQ' D. OPTIONAL. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL SSB GLASS UGHTS--\ 16' (DOUBLE CAR) OPTIONAL SSB GLASS 3' 18GA WIDE" SEE DETAIL A) 4"X 16" AIR VENTS f B e 2) REQ'D. g 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL.----_ HINGES E' SSTILES & CENTE (SINGLE CAR) OPTIONAL LOCK K DETAIL A3' 18GA WIDE STRUT WILLIAM T. LINDEMANN 1rE DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' RbOF HEIGHT, ROOF PITCH > 1V. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCAnONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE INDOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOP., SIZE IS MADE NARROWER OR SHORTER. NOTE: ALL NON - DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20 X 5/8' HEX BOLTS & NUTS OR 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. Consulting Structural Enjykeer7. 1140 Anderson Streel Clermont, FL 34711 352) 242-0100 NOTE: GLAZING DOES NOT SATISFY IMPACT I . DEBRIS REQUIREMENTSINFBCG2422F 2413 E 2137 D 1724 C 1549A B 1549 A 1449 1366 REV. E. C. N. 3/5/02 7 we B CENTER STILE ( 7) COLUMNS CENTER HINGES 5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTS.- 7 , B CENTER STILES ( S COLUMNS CENTER HINGES ( COLUMN: ALTERNA CONSTRUCTION USING ( 2) STRUTS. 7" B 8' CENTER STILES & C ( SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13858 MAUMELLE, AR, S® R R 72113 0 (501) 562-187 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 ® 150%__ MPH, FBC 9-8-95) ( lF.6."b...) NEXT LEVEL DATE: 11-01-94) ( SCATES) 9/14/94 SCALE PLOT SCALE DRN. BY DATE APPROV. NONE1=1 GDR DWG. NO. 99- B-033 SHEET 2 OF 3 OPENING HEIGHT NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL TRACK SPLICE FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2" LAG SCREWS. 2" GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE16GA. (18 XB') 13GA 18'XB' 1/4' X 3/4' HEX HEAD SELF DRILLING SCREW DETAIL D 72"I (18' X 8') 72" (16' X 8') 72' (10' X 8') 63" (18' X 8') 63" 9' X 8') 48" (18' X 48" (16' X 48' (10' X 39"(18'X8) 39' (s' X a') 24" (18' X 8•) 24" 16 X 8 ) 24'(10'X8') 15' 18. X 8.) 3/4' POLYSTYRENE INSULATION STANDARD FOR MODELL7735-\ 19-1/2•: 21" OR 24' HIGH PANEL GALV. 13 GAGE GALV. STEEL TOP USE FOUR BRACKET WITH 10 GAGE ROLLER FASTENERS RAILSHOLDER. NOTE THAT ROLLER ON 9'XS'. HOLDER IS TURNED DOWN. DDNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. O 10 STRUTS - 3' 18GA WIDE SEE .DETAIL A) USE TWO EXTRA 16' X 8' & 10' X 8' DOOR SELF DRILLING LOCK OPTIONAL 2" ROLLER WITH 7/16" SCREWS THROUGH 00 DIA. LONG STEM. TOP AND BOTTOM USE ONE EXTRA SEE DETAIL CTIRE: STEEL 10 BALL LEAF OF HINGE SELF DRILLING 18' X B' DOOR 2" HURRICANE ROLLER AND END STILE, SCREW THROUGHON16'X8 AND L.H. WITH 7/16" DLA 18 XB . TOP LEAF OF HINGE ON 10'X8'. LONG STEM. g' ' ' TIRE: STEEL 10 BALL X 8: 10X 8' 20GA. END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH 16' X B': 16GA END CAP & RIVETS. 7/16" DIA. SHORT STEM. 18' X 8': 13GA END CAP & RIVETS. 14 GAGE GALV. STEEL END HINGE ATTACHED RAIL WITH 4. 5, OR 6 SCREWS: SEE DETAIL C. 20 GAGEt v END STILES tLC 3'18GA WIDE SEE DETAIL A) LOCK OPTIONAL- DETSEE DETAIL c- 16' XB' & 18'X8 4('X 16" AIR VENTS POP RIVET TOP AND (120 SO. MIN. BOTTOMOFENDCAP - TOTAL OPEN AREA) TOENDSTILEOPTIONAL.. AND PRE- 2" GALVANIZED STEEL STRUT. 9' X 8' 3 BRACKETS 16' X 8' 4 BRACKETS PAINTED STEEL ATTACHED WITH 1/4" X 3/4" 510X8 4 BRACKETS; 18' X 8' 7 BRACKETS; 26 GA ALL LONG HEX HEAD SELF MODELSEXCEPTDRILLINGSCREWS. 20GAGEENDSTILES -FASTENED 24 GA. MODEL WITHTOG-L-LOCS TO PANEL 750 © (2 PER VERTICAL STILE) USE END CAP OVER END STILES. 1-3/8' POLYSTYRENE SEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2• FASTENERS (16'X8'). 4 FASTENERS 18 X8'). . 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE SECTION B-B AND (1o'x8'). ATTACHED WITH 4 FASTENERS. SECTION A —A 20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOG OR POP RIVETS - -- 1.25' TOPANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY ANDSPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0' 8'-0" 25.5 29.1 38.2 43.7 10'- 0" 8'-0" 3.0 36.9 49.6 1 -55.3 16'- 0' 8'-0' 1 +24.3 27.3 36.6 1 -41.1 18'- 0' 8'-0" 1 +27.3 30.7 41.0 1 -46.0 OPTIONAL SSB GLASS 3' 20GA WIDE JLffi SEEDETAILA) B 4" X 16" AIR VENTS 2) REO'D. 60 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL — CENTER STILES k HINGES ( 1 COLUMN ALTERNA CONSTRUCTION SING (27 STRUTS. /_ SINGLE CAR) OPTIONAL 6' OPTIONAL SSB GLASS NOTE.. ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/8" HEX BOLTS & NUTS OR 1/ 4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. oo 2.75' —{ 3% G 2422 3/5/02 KDD DETAIL A WILLI:AM T. ?INID-EMAiYAt PM F 2413 1/25/02 3' 18GA WIDE STRUT 3' DOORS SHOWN ON THIS. DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES consulting Strucic;ral En i s $AECI C.R2137 LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anc,erson Street D 1724 PITCH > 19. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B', © 30', ROOF HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE. Clermont, FL 34711- ': ; C 1549A d 352) 242-0100 F B 1549 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR A 1449 OTHERLOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED.SBC PRESSURE LOADS, GIVENTHE1366 SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE G NOTE: GLAZING DOES NOT SAISFY IMPACT INCREASEINPRESSUREASTHEDOOR =SIZE IS 14ADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC REV. E.C.N. 4 11- 01-94 DATE 4' X 16" AIR VENTS 18' (DOUBLE CAR) 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL CENTER STILE COLUMNS CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS UGIi1S- USING (2) STRUIS7 B 16' ( DOUBLE CAR) STILES ($)) COIU1MMNS HINGES (s OPTIONAL SSB GLASS LIGHTS SINGNA 4' X 16' AIR VENTS 2) REQ'D. 60 SO. IN. MIN. TOTAL OPEN AREA) e' CENTER SIRES t (SINGLE CAR) HINGES ( 1 COLUMN)-- OPRONAL LOCI( P. O. BOX 1'858 7( MAUMELLE, AR. V Jill SOR DOOR 72113 501) 562-187,' MODELS: 724, 426, 730, 735, 750, 550 <15 DWG. WAS PART NAME: 111993- 8, s WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150%_ MPH, FBC IN III SC AEPLOT SCALEDATE: DWG. NO. 9/ 14/94 99_g_033 DRGDRSHEET3OF3 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE 1 FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 196 Builder: DR HORTON Address:3" -1' Permitting Office: City, StateL ll:Q i0t ( -;5,- Permit Number: Owner: 1.. { 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: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.60 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floortypes a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, lnt Insul, Exterior R=3.0, 1026.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 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=30.0, 2005.0 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: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: --------------Q6 - - -------- I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: ---------------- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. y yO 01E ST,gl O But i d s rt COD wE 5 BUILDING OFFICIAL, DATE: L Y!Jr EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) - 38631.1 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear MN 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear IE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear 1E 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8232.8 1.000 1.078 x 1.160 x 1.00) 0.449 0.950 4392.1 5224.7 0.6274 3278.0 8232.8 1.00 1.250 0.449 0.950 4392.1 EnergyGauge'rm 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 #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Roints Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS_ 04THE STgTB EnergyGaugeTA° DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.12.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, Chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.12.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. BA-22 OTHFR PRFSCRIPTIVF MFACI IRFC /mnc4 hn mn1 nr nvrnnrI.A k- ii -iA----- COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugelm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 42.0 kBtu/hr 3. Number ofunits, if multi -family I SEER: 12.00 _ 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 13. Heating systems b. Clear - double pane 0.0 ft2 a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 7.60 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types I a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 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=30.0, 2005.0 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: Garage Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) JOE S74?ctointhishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed yoI1 based on installed Code compliant features. k Builder Signature: Ii/it Date: yG Address New Home;5Wof City/FL Zip: l- c0D WE NOTE: The home's estimated energy performance score is only available through the FLARES computerprogram. This is-W a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar Mdesignation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) Notes: esion-lnformatic Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 32 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction qualityFireplaces Average 0 Heatingg Cool Area (ft2) 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise Actual heating fan 0 1383 F cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.2 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1383 cfm Cooling air flow factor 0.057 cfm/Btuh Load sensible heat ratio 82 % Boldlitalic values havebeen manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W 11 ht50'It Right -Suite Residential"" 5.0.64 RSR260159 2002-Mar-0612:12:28 ACCA E:\Fi1es\drhorton\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 105 cfm = 3100 Btuh rroceaure u - tquipment sizing Loacis 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 vri0htsoft Right -Suite Residential"" 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCK E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0. BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wrightSOfC Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tin ta. 1 Name of room Entire House LIVING LAUNDRY M/BTHJ4MANUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ftCeiingsConditOption8.0 ftIheattcool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF I CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg w) Htg Clg ft) Htg I Clg ft) Htg Clg ftz) Htg Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0Exposedb12C2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0*"" 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.01 0 0 0 0*"' 0 0'**' 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0glassdoorsNE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling ENV 0.0 0 0 0'»*' 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0South0.0 0 0 0 0 0 0 0 0 Horz . 0.0 01 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c, 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 7400 2081 75 21351 600 18 512 144 01 01 0 13 Subtotal loss=6+8. +11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10°/ 3056 10°/ 805 10°/ 133 10°/ 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 22195 4644 1129 417 Less external cooling 0 p p 0 Less transfer 0 0 0 0 18 Duct gain 10 °/ 2219 10 °/ 464 10 °/ 113 10°/ 42 19 Total RSH gain=(17+18)*PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20 Air required (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrghtsoFC Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28 ACCXa E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House C 6 DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MHIVUHL J: /Ln to. 1 Name of room MBR BR 2 BR 3 BR 42Lengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft4CeiingsConditOption8.0 ft Iheat/cool 8.0 ftj heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg W) Htg I Clg ft') Htg I Clg W) Htg I Cig ft Htg I CIg 5 Gross a 14B 4.6 2.1 136 88 208 88Exposedb12C2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 0 0 0e0.0 0.0 0 0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591glassdoorsb8C37.0 0 0 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0**** 0 0**'* d 0.0 0 0 0 0 0 0 0 0e f 0.0 0.0 0 0 0 0 0 0 0 0'*'* 0 0 0 0 0 0 0 0**" 7 Windows and North 20.4 0 0 0 0 2 41 2 41glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0CoolingE/W 0.0 0 0 0'*** 0 0'**' 0 0**" 0SE/SW 47.4 0 0 0 0 14 66$ 14 663South0.0 0 0 0 0 0 0 0 0Horz _ 0.0 0 0 0'"' 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0, 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f10.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 321 911 256 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869Lessexternalheating0000 14 Less transfer Duct loss 10 °/ 0 423 10 % 0 192 10 °/ 0 289 10°/ 0 18715Totalloss = 13+14 4658 2117 3179 2056 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0Appl. @ 1200 0 0 0 0 0 0 0 017SubtotRSHgain=7+8,.+12+16 2711 1250 1601 1250Lessexternalcooling0000 18 Less transfer Duct gain 10°/ 0 271 10°/ 0 125 10°/ 0 160 100/ 0 12519TotalRSHgain=(17+18)*PLF 1.00 2982 1.00 1375 1.00 1762 1.00 137520Airrequired (cfm) 192 169 1 87 78 1311 100 1 851 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Right -Suite Residentiai- 5.0.64 RSR26015 2002-Mar-06 12:12:28ACCKE:\Files\drhorton\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 X /tn ta. 1 Name of room FAMILY KITCH/NOOK BTH 214MANUALLengthofexposed wall 33.0 ft 18.0 ft 0.0 It 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 it12.0 x 9.0 ft Ceiings Condit. Option 8.0 N heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft Htg I Clg ft') Htg I Clg W) Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0'*** 0 0"*' 0 0 e 0.0 0 0 0 0 0 0 fj 1 0.0 0 0 1 0 0 0 0'*" 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0*"' 0 0'*** 0 0 0 SE/SW 47.4 49 2329 29 1367 0 South 0.0 0*"*" 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c_ 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0. 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 01 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 p Less transfer 0 0 0 14 Duct loss 10 °/ 584 10 °/ 366 10 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8. +12+16 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10 °/ 513 10 °/ 383 10 °/ 24 19 Total RSH gain=(17+18)*PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 264 3201 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr aghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-0612:12:28C<> E:\Files\drhorton\1965\1965.rsr Page 3 1 L Sa&1LN I lOx6 lwcd 9Q]( 1Oz6 lwcd 100. 80 12xl2 lwcd 325 ', 6' 1Ox10 rn V lOxlO .rnp0' 6• 3' bnth duct two oof cnp 0fan14xlrag 2• lOxf0 rag 6' I ` 1Ox6 Iwcd IL 80 IMEB 12.12 rag 4' bath duct U lOx6 capSw/f-an-tightlight 12x6 lwcd«xu145l is7' 1' dryer duct ko rd.F cnp 12x6 lwcd 1gx13 peen - 14524X14RAD pia tfornby btdr13 TON W/(OKW 22401 lPH scale 1/8 14' 4 5' 7' 9 p 7' 1.4• n ahu Must have a minimum clearance of 4. Inches around the air handler per the State Energy code. All duct has an r=6 fnsulatlon value, IN Z Z a, L^ U Rating o 5 o R z Co Q- J VD 0 E3 1M1C MiTek' May 1, 2003 MiTek Industries Inc. 14515 Nosh Outer Forty Drive, Suite 300 Chesterfield, MO 63011 USA The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4673734 thru I4673754. Total: 21 drawings. Job DR1965F Builder D.R. HORTON Location STANDARD MODEL 1965, ELEVATION F County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. May 1, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility ofbuilding designer, per ANSUTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses included=21 r 0,'1DR1965F\a.tre" 14673734 MOM 1 4673735 2,"\DR1965F\a13.tre" 14673736 3,"\DR1965Ra15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,"\DR1965F\a2.tre" 14673740 7,"\DR1965F\a7.tre" 14673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\agl.tre" 14673743 1 0,"\DR1 965F\ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR1965F\j.tre" 14673748 15,"\DR1965F\jl.tre" 1 4673749 16,"\DR1965F\k.tre" 14673750 17,"\DR1965F\I.tre" 14673751 18,"\DR1965F\m.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,"\DR1965F\s1.tre" 1'4673754 No. 45161 Q •. N7ATF OF = ;- coRIo, n' , April 1, 2003 AWARNING - Vervy design pamnseters and READ NOTES oNTms AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. AppllcabWy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - --- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Welk ® Handling Instalfinq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l , Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. C2 2. Cut members to bear tightly against each other. N WEBS 3. Place plates on each face of truss at each 4 x 2 orientation, locate QForAJQjointandembedfully, Avoid knots and wane plates 1/8" from outside edge of a o at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chord splices at I14 length(' 6" fromC, c45 10 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 11 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Im! 8 MiTek@ MM TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR 1 Job russ Truss Type ty ly HORTON 14673734 DR1965F A ROOF TRUSS 16 1 Job Reference (o tional) PA sFebI e Industries, nc. on ar age 1-0-0 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 41-0 Q 1-M 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:68.6 5.00 F12 5x6 = 5 5x6 5x6 4 6 2x4 O 2x4 3 7 2 8 1 9 o Io 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 10-3-14 20-M 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets[8:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-1 5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 8 = 1951 /0-8-0 Max Horz 2=-190(1oad case 5) Max Uplift2 = -809(load case 4), 8=-809(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. — Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is fof on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss --- designer. Brocing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-84 Bracing Spectflcatlon, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 683 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 XplatesI/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING r1A Indicates location of joints at g which bearings (supports) occur. os W! 0 MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a 4, Unless otherwise noted, locate chord splices o at /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, 1993 Mitek Holdings, Inc. FORM018,019 ofYORO,A/R O Job russ Truss Type ty y 14673735 DR1965F A11 ROOF TRUSS 1 1 Job Reference (o tional) L sFebI e Industries, nc. on Mar 31 age 1 U• 1 5-9-14 11-0-0 17-0-0 23-0-0 + 29-0-0 34-2-2 40-0-0 4 PF 1-0-0 5-9-14 5-2-2 - 6-M 6-0-0 6-0-0 5-2-2 5-9-14 1-M Scale = 1:69.8 5x6 = 5x6 = 5x6 = 3x4 = 5.00 F12 4 5 6 7 2x4 3 8 0 2 9 1 'o Iv 0 0 3x8 = 15 14 13 12 11 3x8 = 4x6 = 3x4 = 3x6 = 3x8 = 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets -4 , 1 d e LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift2=-763(load case 2), 9=-763(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; 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 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - VerW design parameters and READ NOTES ON TMS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction B the responsibility of the erector. Additional permanent br icing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply l , Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property 1 6e J2 J3 J4 TOP CHORDS owner and all other interested parties., 2. Cut members to bear tightly against eachCz other. 0 cc WEBS J5 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 a o at joint locations, truss and vertical web. o0 a o 4. Unless otherwise noted, locate chord splices at /4 length(' 6" frompanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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 9 which bearings (supports) occur, ME MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 MYOR0,4/R Job russ Truss Type ty y H 14673736 DR1965F A13 ROOF TRUSS 1 1 Job Reference (optional) lio L W L, I sFeb 1 i e Industries, on ar 31 14:31:47 2003 Page 1 1-0-0 6-9-14 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 40 V. 1-0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:69.8 t 5x6 = 2x4 II 3x4 = 5x6 = 4 5 6 7 5.00 F12 2x4 \\=Z! 2x4 // 3 8 m 2 9 1 10 fv o 3x8 = 16 15 14 13 12 11 3x8 — 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 = 9-1-14 17-8-0 22-4-0 30-10-2 40-0-0 9-1-14 8-6-2 4-8-0 8-6-2 9-1-14 Plate Offsets X, -4- -1- 1, 4: - - -4 , -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 131(load case 4) Max Uplift2 = -735(load case 4), 9=-735(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. —® Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is theresponsibilityoftheerector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrloatlon, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 A ® MHandlingInstalllnAandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, A•- Ye„ 17-11 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of a truss and vertical web. o This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required 40:1, continuous lateral bracing. BEARING Wr1A Indicates location of joints at which bearings (supports) occur. ME FORM018,019 J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. - CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N N! 8 MiTeko General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6; Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, TM erection and installation of trusses, PANEL CLIP © 1993 Mitek Holdings, Inc. HYDRO-AW Job Truss Truss Type Qty Ply D R HORTON 14673737 DR1965F A15 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 11-0-Q 7-9-14 15-0-0 20-0-0 25-0-0 32-2-2 40-0-0 r- 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale = 168.5 5x6 = 2x4 11 5x6 = 5.00 12 4 5 6 5x6 5x6 3 7 2 8 8l0VT1 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 36 = 3x4 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X 2:0-4-2 0-1-8 3:0-3-0 0-3-0 4:0-3-0 0-2-4 6:0-3-0 0-2-4 7:0-3-0 0-3-0 8:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz2=148(load case 4) Max Uplift2=-759(load case 4), 8=-759(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift atjoint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerM design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. =E®® 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 WME Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is theresponsibilityoftheerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidanceregardingfabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, 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, e„ 0 For 4 x 2 orientation, locate 0 plates I/a" 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-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 401 1 continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS BOTTOM CHORDS A J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTek H / DRO,A1R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 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 stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. a'` c Job russ Truss Type ty y HORTON 14673738 DR1965F A17 ROOF TRUSS 1 1 Job Reference to tionap sFebI e Industries, nc. on ar 1 1 age 1 1-0-q 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 1I 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:69.8 5x6 = 5x8 = 5.00 F12 5 6 3x4 3x4 4 7 5x6 5x6 v 3 8 2 9 1 10 y1 Iq 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 8-4-11 17-0-0 23-0-0 31-7-5 40-0-0 _ i 8-4-11 8-7-5 6-0-0 8-7-5 8-4-11 Plate Offsets ( ,Y): -4- -1- -1 -4- LOADING (psf) SPACING ' 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udell = 360 Weight: 207 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2=165(load case 4) Max Uplift2 = -781 (load case 4), 9=-781(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - VerVy design parameters and READ NOTES ONTEUS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek 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 parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during constiuctlon.is theresponsibilityoftheerector. Additional permanent br'mcing of the overall structure is the iesponsibillty of the building designer. For general guidancetegaidingfabrication, quality control, starage, delivery, election and bracing, consult OST-BB Quality standard, DSB-89 Bracing Specification, and HIS-91 ® M'TekHandlingInstalllnaandBracingReeommendadlonavailablefromTrussPlateInstitute, 583 D'Onoftlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 Cl For 4 x 2 orientation, locate 0 X plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Ed!® MiTek® HYDRO -AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2, Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP ©1993 Mitek Holdings, Inc. Job Truss Truss Type ty y 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference to tionall H, L , L, I sFeb 1 I e n ustnes,Inc. on Mar 1: age 1 i1-0-9 6-9-3 12-10-10 19-0-0 21-0-0 27-1-6 i 33-2-13 40-0-0 41-0-0 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 1-0-0 Scale = 1:71.2 5x6 = 5x6 = 5.00 12 5 6 3x4 3x4 4 7 5x6 5x6 _ r? 3 B ao 2 9 10 — 971 1y 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-14 19-0-0 21-0-0 30-2-2 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Pl ate sets - -4 , -4 , - -1- LOADING (psf) SPACING ' 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Veft(TU -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=182(load case 4) Max Uplift =-801(load case 4), 9=-801(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 AwARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDS BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidanceregardingfabrication, quality control, storage, delivery, erection and bracing, consull CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A'w ® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 'v' e+ Symbols PLATE LOCATION AND ORIENTATION 11/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat, 0 Q For 4 x 2 orientation, locate O plates 1/8" from outside edge of a truss and vertical web, o This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MnFek/Gang-Nail Jolnt/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots, Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 continuous lateral bracing. BEARING EVnA Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M1 MiTek0 HYDJ70-A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane at joint locations. a 4. Unless otherwise noted, locate chord splices o at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber, shall not exceed 19 % at time of fabrication, IIIIIIIII PANEL TM CLIP Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,0,39 9 Job Truss Truss Type ty y. 14673740 DR1965F A2 ROOF TRUSS 2 1 Job Reference to tionall U- A - L, sFeb1 I e Industries, on Mar age i1-0-Q 74-14 14-2-0 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 41-0-p 1-0-0 7-4-14 6-9-2 5-10-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:69.8 5x8 = 5.00 12 5 4x6 6 2x4 11 4 3x4 7 5x6 5x6 3 6x8 = 16 5x12 — 15 8 6x6 = 9 v 2 9 1 10 qt 1y o 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 11 2x4 II 5x8 = 2x4 II 74-14 14-2-0 20-6-0 23-0-0 28-5-6 33-10-13 40-0-0 74-14 6-9-2 6-4-0 2-6-0 5-5-6 5-5-6 6-1-3 Plate Offsets -1-1 - 5: -4- 1- 1[17:0-2-12,0-3-121 LOADING (psf) SPACING ° 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 238 Ib LUMBER BRACING TOP CHORD 2 X 4 SYPNo.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15- 17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2=190(load case 4) Max Uplift2 = -395(load case 4), 16=-829(load case 4), 9=-490(load case 5) Max Grav 2 = 797(load case 6), 16 = 2456(load case 1), 9 = 877(Ioad case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 = -327, 4-5 =-327, 5-6 =1791, 6-7 =1387, 7-8 =-223, 8-9 =-839, 9-10 =14 BOT CHORD 2-19=765, 18-19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13- 14=0, 12-13=-0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5- 17=1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1 .33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. # 6634 WARNING - Ve ftdesign parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST•88 Quality Standard, DSB•89 Bracing Spectflcatlon, and HIB-91 A ® WI 53719. M HandlingInstallinqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. *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 e J2 J3 J4 TOP CHORDS owner and all other interested parties.. ca c 2. Cut members to bear tightly against each other. a:3, WEBS J5 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 a at joint locations, truss and vertical web. 0a 4. Unless otherwise noted, locate chord splices c8 C, C6 1 o at I14 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Wr1A Indicates location of joints at which bearings (supports) occur. OU FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N a! MiTeko HYDRO,A/R O 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, rM erection and installation of trusses, PANEL CLIP ©1993 Mitek Holdings, Inc. Job russ Truss Type ty Ply H 14673741 DR1965F A7 ROOF TRUSS 1 2 Job Reference (o tionaq A , L N sFeb I e Industries, nc. on ar age 1-0-Q 3-9-14 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 36-2-2 40_ -0 0 1-0-0 3-9-14 3-2-2 6-6-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0-0 Scale = 1:69.8 1 5.00 12 6x8 4x6 = 7x8 = 4x6 = 6x8 4 5 6 7 8 2x4 2x4 3 9 rn 2 10 11 r q11 Ty 0 0 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 ate sets X, 1, 4: - - -1 -4- -4, - - 1 -4- 1 - - - -4 , [1 - - -4 LOADING (psf) SPACING t 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5-9 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.21D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3875/0-8-0, 10=3875/0-8-0 Max Horz 2=-79(load case 5) Max Uplift 2=-2028(load case 2), 10=-2028(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-86621 9-10=-8384, 10- 11 =29 BOT CHORD 2-16 = 7514, 15-16 = 8058, 14-15=12490, 13-14=12490, 12-13 = 8058, 10-12 = 7514 WEBS 3-16=562, 4-16=599, 4-15=4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8-13=4848, 8-12=599, 9-12=562 NOTES 1) 2-ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h=1Bit; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7-0- 0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1 . 33, Plate Increase=1.33 Uniform Loads (pit) Vert: 1-4=-74.0, 4-8=- 154.2, 8- 11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Junaidie Budiman, Lic.#451 1 Concentrated Loads (Ib) Vert: 16=-603.2 12=-603.2MiTekIndusties, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - Very design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This desert Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss -- - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek° Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/. * 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 e 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachCz other. 0 cr WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 ,, joint and embed fully, Avoid knots and wane plates 1 /8" from outside edge of a I = at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices 4C, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING WnA Indicates location of joints at which bearings (supports) occur, FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mi! 0 MiTeke O HYDRO AW 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, No TM erection and installation of trusses, PANEL CLIP © 1993 Mitek Holdings, Inc. Job russ Truss Type ty Y HUK I UN 14673742 DR1965F A9 ROOF TRUSS 1 1 Job Reference (o tionall sFebI e Industries, nc. onMar 31 age 1 -0- 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2-2 40-0-0 4 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-" Scale = 1:69.8 f 5x6 = 5x6 = 3x4 = 5x6 = 3x4 = 5.00 12 4 5 6 7 8 2x4 2x4 3 9 0 2 10 11 7EgqIqy1 0 0 3x8 = 17 16 15 14 -13 12 3x8 = 3x8 = 4x6 = 3x4 = 3x4 = 4x6 = 3x8 = 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 _ i 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets -4 , -1- e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 10 = 1951/0-8-0 Max Horz 2=96(load case 4) Max Uplift2 = -791 (load case 2), 10=-791(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1 .33 plate grip DOL= 1 .33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 Ib uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic./1451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARMNO - Verify design parameters and READ NOTES ONTi7IS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricaflon, quality control, storage, delivery, erection and bracing, consult CST-aa Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, A„ Ye„ 0 0 For 4 x 2 orientation, locate plates 1/a" from outside edge of a0trussandverticalweb. 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 ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING nA Indicates location of joints at which bearings (supports) occur, MiTeke FORM018,019 Z aw O HYDRO -AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty ly HORTUN 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference (o tional) A- sFebMiTek Industries, nc. onMar 31 age 7-6-0 14-9-0 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 11-0-0 1-0-0 7-6-0 7-3-0 5-3-0 3-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:69.8 5x6 = 5.00 F12 5 4x6 6 4 3x4 7 5x8 5- 3 5x6 3 7 16 5x1 =15 8 7 1 = 4x6 = 4 v 2 3 I 9 1 9 10Iy 5x8 = 3x6 - 18 14 13 12 11 34 = 2.50 F12 5x8 = 7-6-0 14-5-12 1419-0 20-4-0 23-0-0 28-5-6 33-10-13 40-0-0 7-6-0 6-11-12 0-3-4 5-7-0 2-8-0 5-5-6 5-5-6 6-1-3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D `Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16=1743/0-8-0, 9 = 872/0-8-0 Max Horz 2 = 190(load case 4) Max Uplift2 = -363(load case 4), 18=-407(load case 4), 16=-537(load case 5), 9=-502(load case 5) Max Grav 2=733(load case 6), 18=829(load case 6), 16=1743(load case 1), 9=880(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15=630, 13-14=0, 12-13=0, 1 1-12 = 1106, 9-11 = 1110 WEBS 3-19=-180, 17-19=1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8-12=-607, 8-11 =112, 17-18=-535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - VetVy design parameters and READ NOTES ON Tmw AND REVERSE &WE BEFORE USE. ENEMIES Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown B for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Addtional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachCz other, O Q WEBS 3, Place plates on each face of truss at each oFor4x2orientation, locate a ' N Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a O at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromC, C6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirTTension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VriA Indicates location of joints at which bearings (supports) occur. FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke IfYORO,A/R 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 16, Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP ©1993 Mitek Holdings, Inc. Job Truss Truss Type ty y 14673744 DR1965F AG2 ROOF TRUSS 1 1 . Job Reference 10 tional) sFebe rlenusts, nc. on ar 31 14:31:55 2003 Page 1 1-0-0 7-6-0 14-9-0 16-7-3 22-0-0 23-0-0 1-0-0 7-6-0 7-3-0 1-10-3 5-4-13 1-0-0 4x8 Scale = 1:45.1 6 2x4111122x4 5 7 8 Io5x8 % 2x4 12x4 I I 2x4 11 3x4 = 3x10 11 5.00 12 34x 8 1 = 2x4 11 x l x ll m4 2 1 1 2x4 11 8 2x42x411 2x4 I 3x4 = 10 2.50 F12 2x4 11 22-0-0 7-6-0 14-6-12 140-0 20-4-0 20-8r0 7-6-0 7-0-12 0-2-4 5-7-0 0-4-0 1-4-0 Plate Offsets 1 -1-1 - - -1- , - -14 , -4- , -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LL) 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 134lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Horz 2=354(load case 4) Max Uplift2 = -308(load case 4), 10=-514(load case 4), 7=-218(load case 5) Max Grav 2=735(load case 6), 10=1081(load case 1), 7=405(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =12, 2-3=-1339, 3-4=-1339, 4-5 = 243, 5-6 = 283, 6-7 =-78, 7-8 =17 BOT CHORD 2-11 =1244, 10-11 =-32, 7-9=71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNINTO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. o 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 Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for literal support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 ' MHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of a truss and vertical web. o This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the M[Tek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401 1 continuous lateral bracing. BEARING WnA Indicates location of joints at which bearings (supports) occur. ae FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR O GANG -NAIL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MiTeke HYDRO-AUR O eneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations, as 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6: Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty Y HUK I UN 14673745 DR1965F B ROOF TRUSS 1 1 Job Reference to tionall Pq sFebI e Industries, nc. onMar 31 t age 1-0-0 5-3-14 10-0-0 14-8-2 20-0-0 21-0-0 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:36.0 4x6 = 4 5.00 12 2x4 2x4 3 5 2 6 7 Io 3x4 = 8 3x4 = 5x8 = 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets -1- -4- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Veft(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 > 993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1004/0-1-8, 2=1024/0-8-0 Max Horz 2 = 105(load case 4) Max Uplift6 = -429(load case 5), 2=-442(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 = 1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 0 a PNJ AWARMNO - VerW design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - designer. Bracing shown is for lateral support or Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br icing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 WelkeInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property h ._ Ye 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. C2 3 2. Cut members to bear tightly against each other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 6 joint and embed fully, Avoid knots and wane plates from outside edge of a a o_ at joint locations, truss and vertical web. d a o 4. Unless otherwise noted, locate chordssplicesp' at 114 length(+ 6" frompanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrvension is the length parallel to slots, LATERAL BRACING Indicates location of required 40", continuous lateral bracing, BEARING Yn'A Indicates location of joints at which bearings (supports) occur. W4 FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N rm! @ MiTeke HYDAWMAIRO 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses, PANEL CLIP ©1993 Mitek Holdings, Inc. ti Job russ Truss Type ty y HORTON 14673746 DR1965F BG ROOF TRUSS 1 1 Job Reference (o tionaq A P N- H, N sFebI e Industries, nc. on Mar 31 4: 1: age i-1-0-0 5-3-14 10-0-0 14-8-2 I 20-0-0 2 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:36.0 4x6 = l 4 2x4 2x4 11 5.00 12 3x4 3x4 2x4 3 5 2x4 I 25 x II x II 26 2 II 6 27 2x4 10 2x4 11 2x4 11 9 2x4 8 2x4 28 3x4 —_ 3x4 — 2x4 11 7x8 = 2x4 2x4 11 5-3-14 10-0-0 14-8-2 20-0-0 5-3-14 4-8-2 4-8-2 5-3-14 Plate Offsets (X, ): -4- -4- i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 124lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 902/0-8-0, 2 = 902/0-8-0 Max Horz 2 = 107(load case 4) Max Uplift6 = -373(load case 5), 2=-373(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 =1325, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 =1325, 6-28 =1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.01b up at 18-0-0, and 15.7Ib down and 10.0Ib up at 2-0-0 on bottom chord. Design for unspecified connections) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads (Ib) Vert: 27=-15.7 28=-15.7 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - Veft design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with Mllek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidanceregardingfabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTekMHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0114- 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. cz 2. Cut members to bear tightly against each other. WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations, truss and vertical web, of a 4. Unless otherwise noted, locate chord splicesI/4oat panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M 19! @ MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 OfYORO,A/R C Job russ Truss I ype ty y N 14673747 DR1965F CG SCISSORS 1 1 Job Reference (o tional) A N- , L N IM sFebi e Industries, nc. on Mar 31 14: 1: age 1 1-0-0 4-0-15 7-0-0 10-11-1 15-0-0 16-0-0 1-0-0 4-0-15 3-5-1 3-5-1 4-0-15 1-0-0 Scale = 1:28.4 46 = 4 5.00 F12 2x4 = 2x4 = 53 8 2 5x8 = 6 1 7 1o 2.50 12 3x4 = 3x4 r 7-6-0 15-0-0 i 7-6-0 7-6-0 Pate Offsets KY): -1 - - , [6:0-1-11,0-0-71 LOADING (psf) SPACING ' 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-800oad case 5) Max Uplift2 = -340(load case 4), 6=-340(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Choorfieitl, MID, 63017 Cert.#6634 WARNING - VerW design parameters and READ NOTES ON TIUS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bribcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommondation available from Truss Plate institute, 583 D'Onofrb Drive, Madison, W153719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Propertyt3/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/6 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachCz other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate h 3 0 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I/4C, C6 o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. For tabular plating format refer to the MITtek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 continuous lateral bracing. BEARING V !-An . Indicates location of joints at which bearings (supports) occur. FORM018,01 9 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M! 0 MiTek® HYDRO -AIR Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP ©1993 Mitek Holdings, Inc. r_ . a Job russ I russ I ype ty y 14673748 DR1965F J ROOF TRUSS 14 1 Job Reference to tionall ACCU-SPAN-TH, L D, L, IM sFebI e ndustries, Inc. on Mar 31 14:31:58 2003 Page 1 1-0-0 7-0-0 1-0-0 7-0-0 3 Scale = 1:17.7 5.00 12 2 4 2x4 = 7-0-0 i 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increas-3 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2=188(load case 5) Max Uplift3=-213(1oad case 5), 2=-138(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - VerW design parameters and READ NOTES ON THUS AND REVERSE SIDE BEFORE USE. VISION, ri 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 Incorporation of component is responsibility of building designer - not truss _ designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the iesponslblllty of the erector. Additional permanent brarclnq of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a , 3 Q joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of a at joint locations. truss and vertical web, 00 a 4. Unless otherwise noted, locate chord splices 1/4C, o at panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40", continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur, FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N rm! @ MiTek@ Col HYDRO -AIR TM PANEL CLIP 6: Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. r . Job Truss Truss Type Qty Ply D R HORTON 14673749 DR1965F J1 MONO TRUSS 10 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 3 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:5.5 1)! 2 5.00 12 1 4 1-0-0 2A = 1-0-0 LOADING (pso 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 0.01 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=177/0-8-0, 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(load case 4) Max Uplift2=-117(load case 4), 3=-21(load case 5) Max Grav2=177(load case 1), 4=9(load case 1), 3=26(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift atjoint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - VerM design parameters and READ NOTES oN TSm AND REVERSE BIDE BEFORE USE. ®— Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss -- - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bri9cing of the overall structure is the responslbllity of the building designer. For general guidance regarding fabrloation, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DS6-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI $3719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property B w /e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachC7Cl other, a:3, WEBZ J5 Place plates on each face of truss at each For 4 x 2 orientation, locate oz joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a O at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromC, panel adjacent joint.) v *This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. For tabular plating format refer to the Mitek/Gang-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 4011' continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N rm! 8 MiTek@ HYORO,A/R TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type ty y H RT 14673750 DR1965F K ROOF TRUSS 4 1 Job Reference to tionaq sFeb1 i e Industries, no, on ar 1: age 1-0-0 5-0-0 1 0-0 - 5 0 0 3 4' Scale = 1:13.9 i 5.00 FIT 2 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increass 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 >237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 1 55/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2=137(load case 5) Max Uplift3=-149(load case 5), 2=-126(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, M0, 63017 Cert. #6634 aA WARNING - VerM design parameter and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design B based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br'bcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrkatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MHandlingInstallinqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrio Drive, Madison, WI 53719. '® Symbols PLATE LOCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions Indicate otherwise: Dimensions are in inches, Apply plates to both sides of truss and securely seat: 0 cr For 4 x 2 orientation, locate O plates 1/8" from outside edge of otrussandverticalweb, This symbol Indicates the required direction of slots in connector plates, J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JS J7 J6 a Q 0 U a O JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension Is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dimension Is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 0$ 01 continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur, MiTeke PANE6 TM CLIP FORM016,019 0,4No -NAIL ® NYORDAIN 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 chard splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6; Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and Is the responsibility of truss fabricator, General practice is to camber for dead load deflection 8. Plate type, size and location dimensions shown indicate minimum plating requirements: 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted, 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 18, Care should be exercised in handling, erection and installation of trusses, 01993 Mitek Holdings, Inc. Job russ Truss Type ty y H 14673751 DR1965F L ROOF TRUSS 4 1 Job Reference (optional) AN- sFebt e n ustnes, nc. on Mar 1 age 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:9.2 r 5.00 12 2 1 4 2 - = 3-0-0 -- 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increas.: 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2=85(load case 5) Max Uplift3=-83(load case 5), 2=-121(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - VerW design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - _ — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bbicing of the overall structure Is the responsibility of the.building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI5371 G. 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 plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 9 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachcac3 other, O a:3. WEBS J5 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 I/a" from outside edge of v a o S = at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromc8C, panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication, For tabular plating format refer to the MITek/Gang-NallJolnt/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Wr1A Indicates location of joints at which bearings (supports) occur, ME JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N W! 0 MiTeke J NYDR®,tll/R Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, TM erection and installation of trusses, PANEL CLIP © 1993 Mitek Holdings, Inc. FORM018,019 Job russ Truss Type ty ly HORTON 14673752 DR1965F M ROOF TRUSS 4 1 Job Reference (o tionap I sFebMl e Industries, nc. on ar 3.1 14: age 3 1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:5.5 9 11" 5.00 12 2 1 4 1-0-0 r 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 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 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = - 1 7/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Horz 2=45(load case 4) Max Uplift3 = -21 (load case 5), 2=-117(load case 4) Max Grav 3 = 26f1oad case 4), 2=177(load case 1), 4 = 9(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br iclnq of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General 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 plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/6As4 J2 J3 J4 TOP CHORDS owner and all other interested parties., C1 2, Cut members to bear tightly against each14other, WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locatea' ozN t joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations, truss and vertical web, a 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromC610panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018, 019 HYDRO-AW O Job Truss Truss Type Qty Ply D R HORTON 14673753 DR1965F S ROOF TRUSS 2 1 optional) ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 Scalele 1:18.5 o 3.54 12 3A 5, 3 2 8 2A 117 6 5 3A = 2A = 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=228(load case 2) Max Uplift4=-249(load case 5), 2=-217(load case 2), 5=-123(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5-6=0 WEBS 3-7=166, 3-6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNING - Vert& design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. — Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bfbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/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, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2, Cut members to bear tightly against each other, WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 a O at joint locations. truss and vertical web. o a o 4, Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromCIB , C. panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at 9 which bearings (supports) occur. V Mi! MiTeke TM PANEL CLIP 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, 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR f, '4, Job Truss Truss Type Qty Ply D R HORTON 14673754 DR1965F S1 ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 91 11:05:03 2003 Page 1-5-0 1-5-0 1-5-0 Scale = 1:5.4 r d 2 3.54 F12 1 4 1-5-0 2x4 = 1-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell 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(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code I FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-40/Mechanical, 2=193/0-8-0, 4=6/Mechanical Max Horz2=47(load case 2) Max Uplift33=-40(load case 1), 2=-175(load case 2) Max Grav3=25(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 ftmilviiil WARmfNO - VerVy design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. r_ro Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI63719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to FOIIOW Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c3 2, Cut members to bear tightly against each other, a. WEBZ J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of a at joint locations, truss and vertical web. 1.- 0 a 4. Unless otherwise noted, locate chord splices C6 1 o at I14 panel length(+ 6" from adjacent joint,) C? This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, 00", ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur, MiTek® PANEL TM CLIP FORM018,019 GANG_ NAIL ® . i/YORO,AIRO 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. 0 0 M I I A 7 S M L L K K A A11 A13 A15 A17 A A A A A r Q A PCI 1 A I o W I f t A A A A A A A2 14-0-0 CLG. 14-0-0RG. IN ENTRY A2 CLG.---- AG2 VOLUME 4------ 15-0-0 I 5-0-0 ' 20-0-0 ViARNIN0: ALL BEARING WALLS TO BE PLACED -i- L I PLY HGR. iGTICE1I REVIEW ALL SPAN DIMENSIONS--BRG- WAIIc r PRIOR TO SETTING TRUSSES.. Q 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER'/HANGSI LWALLS SHOWN ARE TO BE BEARING.. 3 PLY HGR.. SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE: B-6-02 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D R HORTON 5ABRG: H: 12- AA7-321-14:\BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BLOCK KIi