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335 Lusitano Way - BR03-002708 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l -Dr #102 Orlando, FL 32822 407A8 7 9101 CBC 055300 PROPERTY OWNER e ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR r•(1'3,t L MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION 1TI " 7167-Q3 IERMI ?'70 DATE " PI d H m CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 335 LUSITANO WAY for which permit 03-00002708 has heretofore been issued on 9/03/03 has been completed according to plans and specifications filed in the office of the Buildinq.Official prior to the issuance of said building permit, to wit as S la. F („i complies with all the building, plumbing, electri 1, 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: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC WORKS: Street Street Paved Name / Street Signs Lights Storm Sewer Driveway 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 FEES PAID DATE APPROVAL DATE AMOUNT. 9/17/03 20.00 9/19/03 20.00 9/03/03 10.00 11/24/03 10.00 9/11/03 10.00 9/03/03 10.00 9/03/03 59.2'7 9/03/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 335 LUSITANO WAY for which permit 03-00002708 has heretofore been issued on 9/03/03 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 9/03/03 279.61 01-POLICE IMPACT RESID 9/03/03 91.93 01-RADON GAS TAX FEE 9/03/03 12.27 01-ROAD IMPACT FEES 9/03/03 847.00 01-RECOVERY FD/CERT. PGM. 9/03/03 12.28 01-8CHOOL IMPACT FEE 9/03/03 1384.00 WD IMPACT:SINGLE FAMILY 9/03/03 650.00 SD IMPACT:SINGLE FAMILY 9/03/03 1700.00 D 9 (A0 OWNER BUItDING OFFICI / DAT CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: ab- Oq PERMIT ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 7Engineering Public Works utilities ElFire 0 Zoning V A 0 Licensing , CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) A 4.lL /-rL 8 O`' `- ` w wlo 3 og CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE DATE: aC-) -0q PERMIT #: ADDRESS: CONTRACTOR: PHONE #: '-i &) - 8 :) a - 0(S The building division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated. Engineering r 41 lotPublicWorks ; ''"} Utilities Fire Zoning , Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) E 1 CERTIFCATE OF OCCUPANC REQUEST FOR FINAL INSPECTT SINGLE FAMILY RESIDENCE***'' DATE: r)0- 01 u { 6 1 PERMIT #: C*) .-:S r) ADDRESS: CONTRACTOR: PHONE #: 6 1 i 1 I I 1 1 I I 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 ltilities _ CONDITIONS: 0 Fire (\ iN ElZoning n Licensing V\ Tt) , 6 0 BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 1 I I II I 1 I l FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 d Expires December 31, 200E Tiportant: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON For Insurance Company Use: Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIU Number 335 LUSITANA WAY ' s CITY . STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 134, 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 W. GUUN I Y NAME . M l SEMINOLE COUNTY 120289 SEMINOLE FLORIDA 134. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOODELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONES) Zone AO, use depth offlooding) 120gr5 E 4/17/95 4/17/95 A 24.5' B10: Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: E NGVD 1929 NAVD 1988 Other (Describe): — B12 Is the building located in a Coastal Barrier Resources System (CBRS) area orOtherwise Protected Area (OPA)? Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* E Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram mostsimilarto the building for which this certificateis being completed - see pages 6 and 7. Ifno 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/AIIA30, AR/AH, ARIAO Complete Items C3: a4 below according to the building diagram specified in Item C2. State thedatum used. If the datum is differentfrom the datum usedfor the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided 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 E No o a) Top of bottom floor (including basement or enclosure) 29. 2 ft.(m) o b) Top of nexthigher floor N/A . —ft.(m) C' o c) Bottom oflowest horizontal structural member (V zones only) N/A. ft.(m) o o d) Attached garage (top of slab) 28. 8 ft.(m) w a o e) Lowest elevation of machinery andlor equipment 6 servicing the building (Describe in a Comments area) 28.5 ft.(m) E o 0 Lowest adjacent (finished) grade (LAG) 28.2 ft.(m) m o g) Highest adjacent (finished) grade (HAG) 28. 6 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ik:!DDRESS CITY STATE ZIP CODE 0 E.SOUT ST E TE.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 1/19/04 (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 Insurance Company Use: BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 335 LUSITANA WAY - CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32M SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the buildng, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or enclosure) of the building is _ fL(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 orelevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/orequipment servicing the building is _ ft.(m) _in,(cm) above or below (die& one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If noflood depth number is available, isthe top ofthe bottomfloor elevated in accordancewith the communitysfloodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued orcommunity - issued BFE) or Zone 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 administer the community's floodplain management ordinance can 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 Cwas taken from otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized bystate or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in ZoneA (without a FEMA issuec orcommunity4ssued BFE) orZoneAO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. i G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCOOCCUPANCY 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: — _ fL(m) . Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: AS FURNISHED) LOT 134, 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). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA GERALD D. FRITZ, 1 - 30CHMORTGAGECOMPANY, I . LTD. GRAPHIC SCALE 0 15 30 n T V LUSITANA WAY D CENTERLINE OF " A" RIGHT OF WAY - TRACT I . 0 50' RIGHT OF WAY - I 0 I PT N90'OObO"W - 1 yW— 420.00', — _. — 135.00' D PI . 0 o285.00' - IwI 1 C 010 010QIN S90'000011,E+ 50, 00' Z! WALK ,S WALK IS 4.: J•:W.-•. :'.:,'.:.:'.. 1. 1' OFF I 1.1 OFF EASEMENT. ry^ a 10. UTILITY N N CONCRETE; DRIVEWAY, 3' C/W 5.0' 5.0'+> 15.0' o:.;?.: o20.0' Ll1 75.0' 0 COVERED 0 0 ENTRY 0 0 0 0 LO T 135 O ONE STORY p 0 CONCRETE BLOCK o RESIDENCE x(Lo o LOT 133zoFINISHFLOOR0V) 1O ELEVATION=29.18 'O a a 8rye" O O 0 0 0 O r- 0 40.0' ryj I I LOT 128 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 01-16-04, 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 BOTH IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN & ZONE A. WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 134 AS BEING S90'00'00" E PER PLAT. FIELD DATE:) 9-16-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si ASM42091 FINAL 1-16-04 CKB JOB NO. FORMBOARD 9-29-03 CKB DRAWN BY: PLOT PLAN 07/24/03 JML LOT 134 " N90'00'00"W Nii50.00' LOT 130LOT129 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 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 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 FND 1/2" IRON ROD NO ID. (1/16/04) FND NAIL AND DISC0LBA4671 (1/16/04) FND 1/2-IRON ROD AND CAP LB #6393 (1/16/04) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER 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 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. V FOR THE 1 FIRM WILLIAM R. USCATELLO JR. P9 928 DATE F . Permit # .—© Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Permit Type: ' Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Chang P ' e of Service Tem o Pole Mechanical! Residential Non -Residential Replacement New, (Duct Layout Energy Cajq. 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 forth required for otd).ct= cl-&u %) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Contractor Name & Address: Phone& Fax: °— Bonding Company: Address Mortgage Lender: Address: Architect/Engineer Address: Phone: License Number-• -- U nrl arr6A i PoA qc 7 Phone: Fax: Application is hereby [Wade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that aseparate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the,foregoing information is accurate and that all work will be done in compliancewith 'all °applicable lr us r(;gulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT Mi Y01; JR PA `i'TigG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR All ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records- ofthiscounty, and there may be additional permits required from other governmental entities such as water man t dis t ies, or f(del a.l agencies. Acceptance ofpermit is verification that I will notify the owner of the property of the requi ents of Lien 713. Signature of Owner/Agent Date ignature of Contactor/Agent Date OBET G: d1:A RUSSR Print Owner/Agent's Name Prin Contractor Agent's N I\ 10 Signature of Notary -State of Florida Date Signatu e of No_ry-State of Flonda Date Owner/Agent is_ Personalh Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Zoning: Contractor/Ape—.:is Person3h', Known to Me or Produce,' :- Initial & Date) FD: Initial & Date) (Irmtial & Dail - Special Conditions: MIRINDA C. TURNEN MY GGMMISSVl # DU 212893 EXPIRES: June 44, 2007 Sanded Thru Notary rul.lia Undnvriters Non -Residential: Residential: rtcr:. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the, instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 , Expires December 31, 200E For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX LUSITANA WAY CITY , STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 134, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential; Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (type): N' or NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER . 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202890045 E 4/17195 4117195 X, A 24.9 B10. 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 orOtherwise Protected Area (OPA)? , Yes ®No; Designation Date_ i SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) I. C1. Building elevations are based on: ® Constriction Drawings' Building Under Construction' Finished Construction A new Elevation Certficate will be required when constriction of the building is complete. C2. Building Diagram Number 1(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.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAE, ARIAl-A30, ARIAH, ARIAO Complete Items C3.-aa below according to the building diagram specified in Item C2. State the datum used. Ifthedatum is d'rfferent from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum - Conversion/Comments Elevationreference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or endosure) 28. 7 ft.(m) o b) Top of next higher floor N/A . _ft.(m)79 ID o c) Bottom of lowest horizontal structural member (V zonesonly) N/A. ft.(m) 00 o d) Attached garage (top of slab) NIA. ft.(m) o e) Lowest elevation of machinery and/or equipment W Ca servidng the building (Describe in a Comments area) N/A. ft.(m) E o f) Lowest adjacent (finished) grade (LAG) N/A. ft.(m) m P o g) Highest adjacent (finished) grade (HAG) NIA. _ft.(m) o. h) No. of permanent openings (flood,vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a -land surveyor, engineer, or architect authorized by taw 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: DAVID DEFILIPPO LICENSE NUMBER: 5038 r1 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING &MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOU H STREET, STE.180 ORLANDO FL 32803 SIG DATE TELEPHONE r, 8/28/03 (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, SuNa, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX LUSITANA WAY CRY 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 Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA. or LOMR-F, Section C must becompleted. Ell. 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, 9 available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor orelevated floor (elevation b) of the building is _ fL(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top ofthe 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: If no flood depth number is available, is the top ofthe bottomfloor elevated in accordance with the community'sfloodplain 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 propertyowner or owner'sauthorized representativewho completes Sections A, B, C (Items C3.h and C3.i only), and E forZoneA (without a FEMAassued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, and Eare correcttothe best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (orE), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state orlocal law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Acommunity official completed Section E for a building located in Zone A (without a FEMA4ssued orcommunity4ssued BFE) orZone AO: G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMITISSUED 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 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 IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75622 71 BUILDING PERMIT NUMB C COUNTY NUMBER: UNIT ADDRESS:___________________________________ TRAFFIC ZONEx JURISDICTION: 06 SEC: TWP: RNG: PARCEL: SUBDIVISION: TRACT: yi PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ' _ ...... ______... .... ADDRESS: r r -______ _ APPLICANT NAME: ____________________________________________________________ ADDRESS: I____--_--_-_ LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House; Detached - Construction r--------------------- FEE BENEFIT RATE FEE UNIT RATE PER -# & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 t 1,384.0O AMOUNT DU 00 STATEMENT RECEIVED BY: SIGNATUREx PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. »'*** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY , NOTE** ^ PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY DR OCCUPANCY. TKE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING MAY BEBE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; 407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** i/ y o—L)t7—LU.S i iOJNM r KUN1 tt'!o"e• - :,i ' r.11;q!V,'.+MYS:Mr'.Y;t 1:.; .n' r.a, ,.qr. a,.• .->r_• ... .. . , CITY OF SANFORD PERMIT APPLICATION Permit 2.7 O$ 3 Job Address: J35 (Si Gf Y1C) -" C)escription of Work: Historic District: Zoning: Value o1' Work: S t/ - Firc S rinkler/Alarm Pool — permit Typc: Budding, Ekpctr.cal ; Mechanical; Plumbing , P Electrical: New Service - # of AMPS 150 d DO Addition/Alteration Change of Smicc Tempor`y Pole Mechanical; Residential Non -Residential Replacement New (Duct Layout & Energy C41c. Required) Plumbing/ New Commercial; a of Fixtures # of Water & Sewer Lines # of Gas lines Plumb(nPJNew Residential: # of Water Closets,_, Plumbing Repair- Re>idendal or Commercial Occupancy Type: Residential COnlmer0ial Industrial Total Square rootage: T Construction Type: # of Stories: # of Dwelling Units: rlood zone: (FENIA form requirod for other than x} Attach Proof of Ownership & Legal Description) Pared >f: _ Owncra Name & Addresa: Z Z Z -- Phnne: Contractor Name & Address: VU '— _. I- 1/ I 1P GULL L— titatcLiccnsc Number: Do Z i ' Contact Person: M:. t Phone:I) 1 3/'S'/ Pn hoe&Fax:()I__3—y`' z . handing Company: .._. Addresc: -- Mortgage Lender: Address: Phone: rchitcct/ Engineer: — Fa x: Address: ., Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wcrrk or installation has core nenced prior to the issuanceorapermitandthatallworkwillbeperfntTnodtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I undorsmnd thul : scparata CALWORKPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and permitmustbesecuredforELECTRIAIR CONDiTIONERS,cie. QWKF ' S AFFIDAVIT: I certify that all Orthe foregoing informtadon is accurwte and that ail wLvi( will be done in compliance with all applicable laws regulating consmacTionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEmwr MAY RESULT IN YOUR PAYING, TWICEFORiMPROVEMSNTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCWC, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE. OF COMMENCEMENT. NOTIC : In addition to the rtquirements of thin perrrtit. there may he udditionai restrictions alrplicable to this p-Pcrty d}utt rrray be found in the public rctiords Of thiscounty, and there rnsy,bc additional permits mquirod fmm other governmental cnnnca sock as watcT management disincts, state agencies, or tcdcrai agencies. Acceptance of pennit is veritlertion that I will notify the owner of the property of the requAT,, 1' lo a Lien Law FSal Date •? Signature ofOwner/Agent )aic Contractor/Agent ;9oi y. C S Y on xPrint Owner/Agcnl's Name Print Cuntractor/Agent's N. Me 1 Y I '11i o a n 22 oY Signature of NW ry•$ratt of Florida Date Signature of N'ut Statc ot'Floridda Du c n c_ o un p cy p w O iwner/ nGcnt is _— Periunonv Known to ale ur (•'o t ctnr/A ent is Ye.rsr nnsily KnownwMcuoNYruJuCvtt ll) ..__ Produced IU _..... APPLICATION 1'IO\' APPROVEDkOVC;O llY•. Illdg:—_-_.... _ .. _ lit itial ti Ualc (li>aial S I)9:C1 Inhiol & Ihtc) (Initi- al & Date) ( ) pccril coodinnn i:''4i: •': CITY OF SANFORD PERMIT APPLICATION ti I Permit Date: jj 1 11JobAddress: 'z II`3y a/ Cis!` Description of Work: . r•• t , Q — n U,_-, (P1 i' Historic District: Zoning: Value of Work: S T3S1 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 b Plumbing/New Residential: # of Water Closets Z Plumbing Repair — Residential or Commercial r Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: Attach Proof of Ownership & Legal Description) Owners Name & Address: J Phone: INC. P.O. BOX 620027 -State License Number: LUU k rLUKIIJM Phone & ax: 407) 366-3994 Contact Person: r Aq ITAGE PLUMBING, INC. 1 Bonding Company: P.O, B 027 Address: (407) 366-3994 Mortgage Lender: i Address: Architect/Engincer: Phone: Address: Fax: Application is•hereby made to obtain apermit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of;a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S'AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance' of permit is verification that l will notify the owner of the property of the requirem//e o to ien Law, FS 713. C Signature of Owner/Agent Date Signature of Contractor/Agent tc Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State ofFlorida Date ADVANTAGE PLUMBING, INC. P.O. BOX 620027Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally J; "¢y 3RiDA 32762-0027Produced (D _Produced ID Un'n) 366-3994 i APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (initial & Date) (Initial & Date) (Initial & Date) Special Conditions: i THIS'INSTRUMENT PREPARED BY: Patricia L: Coulton D.R. Horton, Jnc: 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 04986 PG 1258 CLERK'S # 2003152350` RECORDED 08/29/2003 12:04:14 F'19 RECORDING FEES 6.00 RECORDED HY G Harford i 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 propperty: Lot(s) 97, 124; 134, and 137 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of f 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'#: I Contractor: D.R. Horton, Inc. . Phone #: Fax #: i Address:'6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: i Address: Fax #: i Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.130)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1)year from the date "of recording unless adifferentdateisspecified): D. Rleawsdn, ca 0 by: tant ecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoin instrument was acknowledged before me his day of 2003g by Robert A. Lawson, Assistant Secretary of D.R. Horton,'Inc., aDelaware Corporation beta ioT e corporation: He/She is personally known to me. - Notary Public, State and County Aforesaid OFFICIALNOTARY SEALPA [CIA COULTON1. LNGTARYPunjCSTATE OF FLORIDAOMMISSIONNO. DD1343301° OMM[SSIOi r F.XP. ULY26;2td6 otary ignature Notary Seal CL11i7t1$'slll COP'', MARyANNiE101El1tOFCIRGUi7 COURT n 49 i CITY OF SANFORD PERMIT APPLICATION F Permit #' Date: V T Job Address:S LvC t Description of Work: 1E) Historic District: Zoning: Value of Work: S — 13CbFs 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V/ Commercial Industrial Total Square Footage=y Construction Type: # of Stories: # of Dwelling Units: I Flood Zone: (FEMA form required for other than %) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Na, \me,&IAd`dress: 2 1Fi'Rt Q21J22 Phone: Contractor Name & Address: , , ` t % State License Number: Phone& Fax: d` ontact Person:_ Phone V;—)L Bonding Company: Address: _— Mortgage Lender: Address: Architect/Engineer: Phone:4 ._ AddressAa \ I1" , `'T Fax: A01 =not 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 separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, eta OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public, records ofthiscounty, and there y e additional permits required from other governmental: entities such as water managementdistricts, state agencies, or federal agencies. Acceptance of pe v I lio4ha will notify the owner of the property of the requ're ts of Florida Lien,,Law, FS 713. r -.- r , .14,1"1 Date Agent's NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 of M-0r"'IE'OFFLORIDACOMMISSIONNO. DD13433oCOMMISSIONEXP. IUI.Y,)t xvic MT Vmm.aiVv c g.+e Owner/Agent 6nai1<"no'wn to Me or Contractor/Agent is Produced ID Produced ID APPLICATION APPROVED BY: B0 At 6 2 a 3 Zoning: lirli[ies: initial & Date) (Initial & Date) Date Personally Known to Me or initial & Date) FD: Initial & Date) Special Conditions: r CITY OF SANFORD,-- I'. O. BOX 2847 SANFORD, FL 32772 PI-IC)NE' la (407) 330-5630 FAX. 11 (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) N ANt] Tyr SERVICE; ADDRESS MAILING A.DURESS-250 .Aa-2Nll.irw 6)af . , o ZIP 3 TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE - Ow COMMERCIAL b irL q.C.1 {7a-H-l Coy I'r1 W O R K# D SOCIAL SECURITY## HOME## OWNER OF PROPERTY D,Q Nt r ,•, '7',r,n 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 TRANS PROVIDE PROPER ID PAID AT THE TIME. WHEN TRANSFERRING ALL OUTSTANDING CH AM ALSO RESPONS N THE HnMF RRQr)Q C I UNDERSTAND 1)HAT SIGNED-, DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTIONANDANYOUTSTANDINGCHARGESMUSTBE EPOSIT TO ANOTHER SERVICE ADDRESS. i MUST PAYS. FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFFESERVICEISESTABLISHED. THE CITY IS NnT IARI Q T OF MY ACCOUNT WILL STOP SERVIC DO NOT WRITE.BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR 0ATE o Limited Power Of Attorney I hearby name and appoint: Craig Coulton and 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 to sa nn or6 For a residential permit for work to be performed at: Lot # : 13q- 2— Subdivision : ')alkpus ross l V Address: 3 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 4Sinatu' re of Contractor This foregoing inst ume t was acknowledged before me this: Date: - 7 By: Richard B. Ladd ( Contractor ) Who is personally llnok to me. pATRICILA CO' N NOTARY pUBLIC 6TATE OF FLORIDA COMMISSIONNO. DD134330 MY COMMISSt?'`? EXp. ULY 26,2006 State of Rlor(da County of`Qrange t, g- Notary Public Signature Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan Indicating footer sizes for all bearing walls. Provide lido view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florld.a 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 of non -bearing Inter and exterior. Show all components of wall section. e, Framing plan for floor joists where conventionally framed. Plan toIndicatespan, 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 trend and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h, Square footage table showing footagest Garages/Carports , - S.F. Porch(s)/Entry(s) S.F. Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. 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 anal 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- tie beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building flnal 15. Other DATER % —Dam SIGNATURE 11y own4orAutho gent) Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name 3). Address () City/State/Zip r1 322>2Z Quarterly Payment Amount t l : m First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:.?Z DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex willwarrantthestructure(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 $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVERNTHERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date Customer or gent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance,with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and4. during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andC. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SePretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandcndittnsnconoflthisagreementfor ' Mower quarter ($mo 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 areas) 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 agIex of aneliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, notifyontreesto o, 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, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMSWHETHER LIEDW OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF yVO L" AICESERVICE. EFURTHER, 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 agalnstfor negligence, 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, eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. 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. I, 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 to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System n, Apex will- (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship (note- Conventional "liquid barrier" method of termite control may not offer an 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)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)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;.(5)retrleve, 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 termlticlde being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, 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. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex 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. DISCLAIMER/CONDUCIVE 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, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net 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; (1)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 fot commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all th- 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 ail Issues of fact and law, and any determination of the arbitrators wll be flnai 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 Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentiflePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the Inspection was requestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a M. transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area 508 S Plumosa St. Orlando Area 7006 Stapoint Ct. #G Tampa/Sarasota Area Merritt Island, FL 32952 Winterpark, FL 32792 5314 Faulkenburg Rd N Tampa, FL 33510407.459.2847 800-929-2847 407.858.0540 813.221-2847888.764.2847 877-459-2847 PLOT PLAN LOT 134, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 134 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 522 SQ. FT. t TOTAL SOD 2599 SO. FT. t 1"-30' GRAPHIC SCALE 0 15 30 CENTERLINE OF LUSITANA WAYRIGHTOFWAY - TRACT "A" 50' RIGHT OF WAY PT - - 420.00' N90'00'00"W 285.00' LOT 135 W O O ry LOT 128 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' 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 TFIE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION I LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE`_ ONLY. THIS IS NOT A SURVEY f 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 -PROPER TY'APPEARSI;TO LI&IN_ZONE. X, AREA OUTSIDE 100' YEAR FLOOD PLAIN & ZONE A. . WITHIN 100 YEAR FLOOD PLAIN.' BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 134 AS i BEING S90'00'00" E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM42091 DRAWN BY: PLOT PLAN 07/24/03 JML wl oOIfOplo 9100) N 50.00' olZ{ S90'00'OQ"E 10' UTILITY 1. ASEMENT;,. 6 ut N O DRIVE 05.2' O COVERED 0ENTRANCE PROPOSED MODEL 1965 o FINISHED FLOOR o o ELEVAITON=28.7 0 40.0' - 0.140.0' p' 5.0 oPATI II LOT 134 " DRAINAGE TYPE B I N90'00'00"W 50.00' LOT 133 LOT 129Ir ®e LEGEND BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE - x PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD CONCRETE PD PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE I' LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING. i- PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER,' C/W CONCRETE WALK CBW CONCRETE BLOCK WALL S/W SIDEWALK RP RADIUS POINT CP CONCRETE PAD R RADIUS PD PLAT BOOK CS CONCRETE SLAB PGS PAGES CCHORD LENGTH I , NG NATURAL GRADE R/W RIGHT-OF-WAY SO. FT. SQUARE FEET )RI3 OFFICIAL RECORDS BOOK ' 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. AMERICAN SURVEYING & MAPPING , FOR CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 THE 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA r 32aot- ( ao7> 426-7979 WILLIAM R. MU CATELIO JR. PSM//492 DATE Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 moomasterSAIS PAGE DESCRIPTION DRAWING N / REFDRT # SERIES INDEX MASTER FILE NUMBER I 1 JIN3TALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 . 2 - JINSTALLATIOt4 DETAIL WA" SCREWS HORZ. SLIDING. FIN WINDOW IFLEX0028 1000 3 INDEX • 4 INDEX :' 6'INSTALLATION 1INsTALLATION DETAIL W= SCREWS HORZ. SLIDING FIN: WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 IMTALLATION DETAIL WlTAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 DETAIL SGL HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 JFLEX0016 1000 11000 11M.1600 320006 INDEX . 7 INSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL WIONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 1000,1500 3 2000 1000 3 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 11 FIN INSTALLATION -DETAIL DESIGNER FIXED WINDOW INDEX . MASTER FILE NUMBER b 12 SLIDING GLASS DOOR INSTALLATION WITH TAPCON3 FLEX0037 IFLEX0021 1000,1760 & 2000 1500,1000 & 2000 13 . INDEX;- 14 SLIDING GLASS DOOR INSTALLATION WITH 08 SCREWS MASTERFILE NUMBER 8 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1I MFINTR 1500,1000 3 2000 1000 11500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE.CAPACTTIES 1HMFLGTR 100011500 1$ FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000/1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000/1500 18 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES. 1HMFIN 1000116" 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1500 20 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES livMFIN 110001,1500 21 IFLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES JIVMFLG 1100011500 22 IFLANGE INDEX ': 23 VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 11VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 2HMFFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLG 12000. 30 FIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2VMRN 12000 31 FLANGE VERTICAL MULLION SECTIONS f SIGN PRESSURE CAPACITIES 12VMFLO 12000 PLAINSry p CITY OIL d 6 P" 1011 wmoowsWr rF'WeroA EXTRUDERS TEST REPORTS - - BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL- 210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL- 216-2327-1 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 CTL- 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- 210-2089-1 180" X 96 3/4" SER: 1000 SLIDING GLASS DOOR XXO NCTL- 210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. 80AFTEST CONCRETE OR MASONRY OKNIHdG Br OTHERS DI4E BY VOOD BUCK By OTHERS CAULK SETUTEN wINDOV FLAIKE t WOOO BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) VINDOVHEIGNT PERIMETER CAULK By OTHERS a ONE Br WOOD COI(CRE.E OR BUCK BY OTHERS Iit OTHEuSSr,Y RSOPEN" CAULK BETWEEN WOOD BUCK a MAS-Y. OPENING BUCK VIDTH t-v. W. BY OTHERS j uuc cr+r SHIM AS R£O'D, D. INSTALLATION ANCHOR FLANGE TYPE I1/4' MAX. 3/16• D1A. TAPCDN VINDOw FRANC (SEE NOTES) SMOvN 'SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16- DIA, TAPCON SAOVN (SEE NOTE 9) p 1 + r 1-1/4' MIN. GLASS (TYP.) 4 ENBEDmCCjNT 'SEE NOTES) O CAULK B£iV£E VINDOV FLANGE L VOOD BUCK SHIN Dr OTCAULHERASREO'D. 9£ R;HATER 1/ 4- MAX THERS SCE NOTES) S vWOOV VIDTM — t/ FLANGE TYPE STUCCO VINDOVFRAMEBYOTHERSCAULx BETWEEN HEADERWMDDUCKSECTIONB-B NAVY. OPENING BY OTHERS WINDOW WTH. I" NEIGHT FG WINDOW HGT. I FLANGE TYPE LK- vINDOwFRANESILL ELr VAT10N VIEWED FROM EXTERIOR V G SILL STOOL V BY OTHERS O + JLx BETWEEN 4DOV FLANGE PRECAST SILL RECAST ' SILL By OTHERS VVULKEM 116 FFY" CSIvE CAULK S PROVED COL. SECTION A -A F 212 2 I KCA. A0 6t: PK26UCT A 4PPLICATIOK EtyINLCR04. 4 TAPCON LOCATION CHART CALL TIP TO LOCALONS IN ^ I CATIONS IN JA1w UP To TO u5007 I TO SIZETIP50ASttt 022 74 It 26 C:0 C.0 U U D23 Ta x 32 3/6 CD B.0 G.E it i J.9.1. 04 T. x SO 5/6 ED C.0E I,J.KI H,LJ..: 033 1 f O f06 1/f X 36 3/3 L 6.C.0 = I A C.D E U.K.I. L I. J.KI a i 11 X H.C,G * 3.0 r1—F 1 ,K} G M.1 K T22 III x 245 LA, U t23 r x 36 3/3 H,GS : A MF. O Kl 1 UK,c Tato % H.C.O F A.C.O E.FI.J.Kl 1 1 K L M2 x L.-. .L I,JXI M3 120 x 3L' 3/0 B.C.C.a ' A?,CA.E.F UXl I.J,K.I 1 x A .C_0.Lr G JKl i K 6020 72 x 24 U 030 72 x 36 C.0 3 C.Ol U U.KI 48 C.0 CAE LJ.KI LJ.xl 7020 64 x 24 Vw U 7030 64 X 36 C 0..0 at.C.O.E I.JJ(} I.JK.L 40 84 4A H.C.f. r B.C.D.E I.J.KI I.J.KI 96 a 24 L. 3.- 6030 96 X 36 H C.0 C.01 I.JKII.JK.L as kczl I.JK.. 40 106 x 24 3• Id1 Kl 9030 106 x 36 H.C.C.E B.CA.`- U.K,L L.I.K.I. C I K K t0020 t20 x 24 U Il:Kl10030 120 x 36 H.C.. a C.D.E.F I.J.KIIrIKI 10040 120 X 46 H.C.L.E. A.9.C.D.E.F I,J,KI LJK.L NOTES• 1) SHM AS REO'D. AT EACH MlA.WION ANCHOR. IA4x. ALLOwASLE SH!u STACK TO BE 1/4•. 2) WINDOW FRAME MATERtA_ Auuw NuM ALLOY 6063. 3) TAPCON INSTALLATION A.YCNORMUST BE OF SLMC'ENT LTN. TO ACHIEVE MIN. EMBEDMENT -OF 1-1/4- 9IT0 MASONRY OR CONCRETE. 4) USE SxJCONIZED ACRrX CAULK HEMwD WINDOW F6AMGE AT MEAD @ JAMBS. SILL MUST HE ATTACK0 TO THE SUBSTRATE WITH Y(ILKiM I16 ADNESNE CALILX OR AP?RDVED EQUAL. HS) USE SKJC(x4= ACRYL:- CAtJ'.K FOR PERIMETER S-SAL AROUND ExTERgR OF WINDOW FLANGE. 1 6) IF ExACT WINDOW SIZE K NOT LISTED PI ANCHOR CHART, USE ANCHOR OUANTITY LISTED wltr, NEXT µiGER SIZE. FOR it.,.! APPROPRIATE DESIGN PRESSURE REMD. JBT) LASS xKKsS MAY VARY PER THE REOIxREMEN-S OF AST- E1300 CLA6) LETTEROE3IGNAT045ONTHETAPCGNLOCATIONC. ART x4DtCA:4 wHERE UPCON ANCHORS ARE TO E-cINSTALLED wHEN uS.NG THE ExTERIOR EUVATION AS A KEY. L 9) ALL FACTORY APPLIED r-OLISNOT OESG,NATEDFOP TAPCON ANCHOR SHOULD BE FRIED w!'+ #6 S_REwS OF SUFFICIENT LTM. TO PPDVtDE MIN. $/ lI IN. E-HEDMENT ANTI *000 HULK. 10) APPLICATION OF VULKEv IIt A:AESPJE CAULK AT --'.AMC SILL MUST COMPLY WITH SEALAN- MANUFACTUPEil RECOMIAMDATIONS. ' 13) WMERE WINDOW IS x4S'ALLEO I% MASONRY OPENING VATM A STRUCtUAL Two HY SUCK USE 1.0 S`wrms OF SUFFICIENT -ENGTH TO ACHIEVE 1- 3/11M91. EMSMMENI AT a L R.S'ALWIDN FASTENER LOCATIONS. z SMEATMtMO 1• CAULK BETWEEN Ir OTHERS cHlb WINDOW rim t SMEAT" INSTALLATION ANCHOR 69 SCREW TILINGSIDNG ORBy OTTERS PERIMETER CAULK BY OTHERS GLAZING (ITP.) SEE NOTE 7) WINDOW EIGHT i PERIMETER CAULK IT OTHERS_ TWO By WOOD By OTMERS 1/+' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER VIntJOv WIDTH 2+' QC. MA. "'' II (TIPX1 .) . 7 WINDOW WIDTH TWO by WOOD IT OTHERS SHIM AS REO'D. SEE NOTES) 1/+' MAX. SHIM SPACE CAULK BETWEEN WiNDOv rim t SHEATHING I' Milt EMBEDHEN7 ii I n I GLAZING ( TYPJ I ( SEE NOTE 7) PERIr.£tER WINDOW / EOwLLT Br G-HERS SMEAtHIHG SPACE Hr OTHERS HEIGHT / ANCHORS FIN TYPE WINDOW STUCCO OR 1. ( TYP.) FRAME JAH3 SIDING 8i InStALLaTIDM OTHERS ANCHOR •9 SCREW Q Q SECTION B-B A 6 2+• O.E.M, ix.—• TYP FIN TYPE MAX. <T rP) V114MV FRAME SILL 6' MAX. (TTP.) LEVATION VAEWED FROM EXTERIOR MARBLE SILL STOOL By OTHERS +.._." rv::k. °' r A !TOTES; 1) SHIM AS REO'D. ADJACENT TO, EACH wSTAL,_MTXiNN ANCHCP. MAX. ALLOWAZLE SHIM STACK TO 1Cw; wt+: 2) W*00W FRAME MATERIAL: ALUMWUM ALLOT 6063. 1 _ f l_o'RR iD4 EX77 up gl3) INSTALLATION ANCHOR MUST BE of SUFFICIENT LAM. To A:wEVE Mom. EYSCOMENT OF I• L INTO WOOD FRAME MEuBfR. USE SUCONIZED ACRYLIC CAULK BEM INO wu6)Ow F;N A- HEAD. Sat t JAMK S) USE SwC(wZEO ACRYLIC CAULK FOR PERIMETER SEA: AROUND EXTERIOR OF wwDow FRAME. Ii+• SHIM6) N+'LASS THICKNESS MAY VARY PER THE RE4JIREMENTS Cc ASTM £1300 GLASS CHARTS.. INSTALLATIONSPACEMAX. INSTALL INOM INSTALLATION FASTENERSAT6' MAX. FRCOP.vERS AND MAX. 24' D.C. DESIGN ANCHOR 119 SCRREWEW7) PRESSURE CAPACITY OF INSTALLATIONS. w•'H ANCHOR SPACING AS STAtEO• IS 70.0 PV FOR STUCCO OR ALL AVAILABLE SIZES UP TO 73' x 71' MAX. SIDING Br I SHIM AS REO'D. OtHERS (SEE M+Tee. CAULK BETWEEN WINDOW FIM _j t'lLt1l .. t SHEATMING SHEATHINGEMBEDMENT1V0WppDBr OTHERS—/ BYOTHEBYRS SECTION A -A I - PREPARED AT MpDUCt t APFLICAIJOR JVAS&o act I r U t i_-LALZ: 1%. 1. .,.JU714J•: ; LLAULJC(9 j INC.; 23D INTERNATIdAL MVY.• SUITE 250. tee-AnV. FLE)I:Y 221+6 PHONE A37 WS-B357 FAX +07 30-0366 i 10 SHCATHING CAULK BETWEEN BY OTHERS WINDOW FIN t SHEATMING INSTALLATIONANCHOR •8 SCREW STUCCO OR SIDING OTRS — PERIMETERCAULK, IT OTHERS GLAZISENGOT<TEYP.) 7> E N WINDOW HCIGMT PERIMCTER CAULK Br OTMERS INSTALLATION ANCHOR 38 SCREW STUCCO OR SIDING BY OTHERS CAULK KTWEEN VINDOV FIN — L $BATHING TWO By WOOD t ntN. By OTHERSMSEDKENT I v 1/a• MAX. SHIM SPACE SHIM AS REO•D. fb+ TYPE (SEE NOTES) WINDOW FRAME MCADER WINDOW WIDTH 2(• O.C. MAX. ATYP.) V INDOW HEIGHT FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY 24• O.C. OTHERS MAX. (TYP.) I/•' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES) SHEATHINGrzw Br OTHERS TWOpHitERS SECTION A —A t WINDOW WIDTH TWO By WOOD — BY OTmCRS SHIM AS REO'D. SEC NOTES) GLAZING (TYP; cSEE NOTE 7) FIN TYPE WINDOW FRAME JAMB EOUALLY SPACE ANCHORS (TYP.) A "f' CUP.).) I 6' MAIL 6' MAXATYP I/(• MAX. CAULK BETWEEN WINDOW FINSHIMSPACEtSHEATHING 1' MIN. EMBEDMENT i SI+EATH[NG By OTHERS PER:NETER JCAULK IT OTHERS STUCCO OR SIDING BY OTHERS SECTION B—B W-TFs. 1) SHIM AS REO•D. AD.(CENT TO EACH NSTALMTIN( ANCNOR. MAX. ALLOWABLE SHIM STACK TO K 1/A'. WINDOWWDOW FRAME MATERIAL: ALUMINUM ALLOY $061 3) INSTALLATION ANCHOR MUST K OF SUFF"NT LIM. TO ACHrtvE MIN. EMBEDMENT OF 1' INTO WOOD FRAME MEMBER. A) USE S+VCONIM ACRYLIC CAW( 90" WINDOW FIR AT HEAD. SILL 6: J4M85. VATi N s) USE Sr,comaEo ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WN )0W FRAME. VIEW MLILKIUK 6) GLASS THICKNESS MAY VARY PER THE REOURIEMENTS OF ASTM 1300 GLASS CHARTS. S PJfit: , SIT, fir•, +Y_^,, ,. . 'i'. 7) IWALL INSTALLATNA FATENERS AT 6• MAX. FROM CORNERS AND MAX. 24' 0 C. "SIGN PRESSURE . CAPACITY OF INSTALLATIONS wrA ANCtl' R SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP 70 119• X 69 5/8' MAX. r oRioA E6*rRva 4s -- b'AS ilE, FEZ ## L RE DESCRIPTION DATE INI FLORIDA EXTRUDERS SANFO D. F O INC. SANFORD, FLORIDA TOILE: INSTALLATION DETA!L %;/ #8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION- SERIE, 1000 DRAWN BY:BB APPROVED BY: y ! ), DATE:12/ 17/01 SCALE: N. T. S. IDWG : FLEX0029 PRE Axl) ay, PIKIM7 t A AJCATION ocjwEIHNG. INC. 2S0 WTERNATIOV& KVY. SJTE 230. pCATm*2V. •_^JIIDA 32746 Pp¢[ 407 M-MS LAX 401 B:S•0366 CONCRETE OR CAULK BETWEEN WOOD ONE BY WOOD MASCO CONCRETE DR MASONRY OPENING BUCK t MAS'Y. OPENING INSTALLATION ANCHOR BUCK By OTHERS SIRY OPENING By OTHERS Br OTHERS 3116- DIA. TAPCON B* O7K ERS CALL TIP TO B.V. I-Il4• rya SIZE TIP 04C BY WOOD (BUCK VIDtro1 pxapr BucK BY OTHERS I/s• SHIM D 1-4/4' MIN. FIANCE TYPE SPACE MAX. 1M2 26 1/2 x If CAULK BETWEEN EMBEDMENT WINDOW FRAME SN*M AS REO'D. IM3 26 1/2 X 30 5/0 vUNDOW FLANGE C JAMB (S-E NOTES) 14 26 1/2 x 56 1/f t WOOD / H43 25 t/_ x S6 t/. INSTALLATION ANCHOR. 5INS25 t/2 X 723/I6' DIA TAPCON 0 X I/s• SHIN 23 37 x 36 3/6 VINYL 24 37 x SO 5/3RIGIDgig37X561/4GLAZINGBEAD2537X63 1 GLASS (TVP) 26 37 x 2x eSEENOTES) / p 33 53 1/6 x 36 3/3 STUCCO . 34 53 1/9 X Sfl vs 35 1/4 BY OTHERS 53 1/! x 56 1 , I 35 53 )/B % 633 SHIM AS REO'D. 36 53 In X 7 PERIMETER la CAULK ( SEE NOTES) Bx CAULK BETWEEN C23 74 X 3B 3/6CAULK Wit By OTHERS ( K WINDOW FLANGE024 74 X SO 1/4 VINDDV FLANGE TYPE HEIGHT> I t.DOD BUCKK P.024_ 74 x 56 /+ 025 74 x 63WINDOWFRAMEHEIGHT) WINDOW 74 x 7HEADERCAULKSTUCCO2OW20M24X24 GLASS (TYP.) By OTHERS BY OTHERS 20WOM 24 X 36 SEE NOTES) W.V. 2OM46M 24 X 46 WINDOW WIDTH) 20M50M 24 x Ss vOD2 BUCK tC" 20L60)( 2x x 60 SECTION 8— e NAVY. OPENING 30V20N 6 X 24 RIGID VINYL NOTES By DTNERS 30U30U 36 X 35 1) SHIN AS REO'0. AT EACH INSTALLATION AY_MOR. MAX. A_LOWABIE 3OM40M 3E X 46 GLAZING BEAD SMIW STACK TO BE 1/4. 30446M 36 X 34 TYP.) 2) WINDOW FRAME M1ITERI44: ALULI/KJY ALLOY 6063. Sq(50Jt 36 X 60 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACWEIF NUJ. 30KeomIMI 35 x 72 PERIMETER FLANGE TYPE EMKOt1ENT OF 1-1/4" INTO mASONRY OR CONCRETE. s0W30W 46 X 36 CAULK WINDOW FRAME 4) USE SILKONIZED ACRYLIC CAULK BEHIND wINDOw FLANLE AT HEAD t 4OM40M 46 x 43 Br OTHERS SILL .IAmn. SILL wiST BE ATTACHED TO THE SUBSTRATE wftM vUIKEr fGY46L 48 X 54 116 AGNEW- CA," OR APPROVED EOUAL. 40WS31A 48 x 60 S) USE SXJCONIZEO ACRYLIC CAULK FOR PER114ETER SEAL AM" 401hbD4 46 x 72 EXTERIOR OF WINDOW FLANGE 54 X 36 O 6) IFEXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE 46NNom u x 46ANCHOROUANTITYUSTEOWITHNEXTLARGERSIZEFOP. THE 46wpI 54 X 54APPROPRIATEDESIGNPRESSUREREO'D. 46Hf50w 5A x 60 7) GLASS THICKNESS mAY WARY PER THE PiOUIREMENTS OF AST1( E1300GLASSCHAM. 4 54 x 7 CAULK KTVEEN O G 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE g0L130m 60 X 36 WINDOW FLANGE V WMERE TAPCON ANCHORS ARE TO BE -STALLED AMEN 11-W THE 5pu40w 60 x 48 t PRECAST SILL C(` n EXT"JOR ELEVATION AS A KEY. 50v46w 6C x SA ADHw/vuLKEm 116ESIVECAW( PRECASTBYOTHERS SECTION A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR IAFCON ANCHOR som5om 6o x bo OR ESIV EOCAULKEOL. SHOULD BE FILLED WITH /5.SCREWS OF SUFFICIENT LTK TO -PROVIDE 9DMwm 60 x 72 LJl4. 5/3 IN. EmBEO(ENT INTO WOOD BUCK. 66 X 36 w"w. ID) APPLICATION OF WLMEu 116 ADHESNE CAULK AT FRAME Stu MUST 56Y]Ow 66 x 46 A Ca1JPlr wrcM SEALANT f(Am)FAETUPER S eECD4wENDAT t45. gsoomw"m 66 % SA t t) ONE ADDITKONAL FIELD DR."»' ED A INSTAU.0 ANCHOR IS REO'D. IN 56uwm 6b X 60 A B C EACH Jwe ON THE FOLLOWING SIZES! -D25' (73 7 62). '026" 66 x 72 71 '—M60Y (71.X71) PLACE N L TO TO TO TO TO TO 7 C C C G.H G;N GM C C C G.M G.H G.M C C C GM G.M C C C G.H GM G.MJJ C C C G.M G,MJ J G.HJJ C C C G.H GMJ.J LJ M M C C G.H GM G. C C G.M G.MJ.+ G 4Jj C C 7ccccc, G.M G.MJ.J GJ+.!d C C G.H G.nJ.J E JJCCG.HJJ G.MJ,J EfG.HJ. n U. C ex I ex G.M G." G MJ.J C B.0 B,C GM G.MJ.J G M.wCB.0 B,C GJtJ.J 4.1411 Er .H,I. C S.0 1j B.0 G.MJ.J O.MJa EfL.Hi, COAJ C C C G.H C C C C.M C C C G.M C C C G,H C C GM M C C C G.M C C C C.H c C C C.M C C C 0.H C C C G.MA C C 0 GJt C C e.0 G.M c C S.0 G.H 9.0 C.M.I. MCC C B.0 B.0 G:M C S.0A B.0 GMCcIa.0 G.MJ. C B.0 I eC , G.MJa GJJ.J E. F.G It G.M 73 X 711. 56 — (65 X ) h ANCHOR BETWEEN ANCHORS 'G ANO I' AND BETWEEN ANCHORS -M 6OM30M 72 x r E.! ABC. G!H QN G.HJ.J som4om All36726pA,t64 e.c x9C^ G.H G.HJ.J G.MJ.JAAA .1 OVER SS PSF ONLY. 72 x 54 B.L tc A,3 G : G.MJ.J G.HJ.J E7,04J,) 12) E WINDOW 1S IMSTALLEIN 1u50NR' OPENING Wr tA STRUCTUAL USN 72 X Be e.0 BI_ A = C 3 G.M.Ia EF.G.MJ.J L.F5.MJ.J TwO / 10 SCREWS OF SUFFICIENT LENGTH TO TwoBYWOODBIKK. VS. 7] 2x 72 S.0 B.0 A S.C.O G M 1 J E.FG 1FH K W. H. r- F ACINIEV£ 1-3/B' U/Hi. ELIeEDWENt AT AFL pNSTALLAT101+ FASTENER ADDITIONAL AN ORS RE *D. SEE NEITE It A LOCATIONS. ON SIZES N011:D IN NOTE I.I ADD A 110 SCREW H ANCHOR TO EACH jAPAS FOR NOTED DESIGN PRESSURES. INTERNATIONAL, EXTRUDERS8 (EUTLL xFORDoR V'• IY•i'4 TITLE: INSTALLATION DETAIL ui TAPCONS f HORZ. SLIDING FLAFNG WINDOW - SEPIES 1000 DRAWN BY. BB APPP•OV'EDBY. ERIOR - _ ., , DaTE:IO/23i01 sate: ITS DWG.: FLEX00 O oyra. xrr yr. tr]Af_1 a APPLICATIOY ENf.1+a+X:IIi.. INC. 2Sr IM1EFiNA'IcHAL hcvY_ SJITE230. HEAT-:]v, Ftp:y 327+6 P4G/4. +%Y ffS-01e3 F+4 40" 60g-63:L Ir A i CONCRETE GR CAULK BETWEEN WOOD BUCK L B.V SUCK WIDTH) I-I/4- KIN MSEOMENt ONE By WOOD SUCK BY OTHERS MASONRY OPENING MAST. OPENING INSTALLATION ANCHORBr -OTHERS by DINERS ONE Sr WOOD 3/16' DIA TAPCON DrDUCKITOTKAS CAULK BETWEEN SILKWINDOWFLANGEBT MERSLWOODBUCK11-1/4• MIN S*IIM As a c A EMBEDMENT MAX. RIGID VINYL cSEE NOTES) V ADGLAZINGBEAD INSTALLATION ANCHOR TIP") 3/I6- DIA. TAPCON STUCta by OTHERS SMIM As REWD. 01/4• MAX. SEE NOTES) GLASS TYPxSEE NOTES) PERIMETER CAULK By OTHERS FLANGE TYPE 1 FLANGE TYPE WINDOW FRAME WINDOW FRAME JAMS CAIX,K BETWEEN HEADER VDNDOV FLANGE PERIMETER RIGID' VINYL L WOOD BUCK GLAZING BEAD OTHERSBrOTHERScTTP.) GLASS V.V. W IGMT) TYP.) cSEE KITES) ViNDOv ViDtw I txc8(1Cx CAULK BETWEEN HEIGHT) WOOD BUCK t CAULK BETWEEN WINDOW MUSH. 4'ENINL FLANGE L PRECAST SILL BY OTHERS V/ vULKEM iI6 ADHESIVE SECTION S—$ CAULK. OR APRv'D. EOL. FLANGE TYPE CONCRETE OR PERIMETER AWINDOW FRAME MASONRY OPENING SILL By OTHERS BY OTHERS a W. W. . PRECAST SILL q a . By OTHERS 1 A A B C . SECTIONA —A 1) S*wA AS REWO. AT EACH INSTALLATION ANCHOR. 1AAX. ALLO'NAELED E AV SHIM FRA TO HE 1/47. % 2) ININOWRWML fR4 MATERIAL T 9E OF ALLOY 6063. / 3) 1NSTALLAiRDN ANCHOR tJUST BE OF SUFFICIENT lTn. TO ACHIEVE MN. EMBEDMENT OF 1-1/4- INTO wSOMRY OR CONCRETC. n. 4) USE SMdCOMRED ACRTt1C CAW( 8EH%+O w" w RANfiE AT HEAD ^+r ' 1gAjU : 6 ADMESWEMUSTKCAULKORAPPRO EDCOUAL .4 WITH B K B , Q J 5) USE W-CO16ZED ACRYLICCAW( FOR PERSJETER SEAL AROUND W.H. F EXTERIOR OFWINDOWFIANCE. 6) 1F EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR ANCWR wtm NEXT ED LARGERSIZEU. HUESE APPRORNDSIGNPRESSURE REO D Y r 7) GLASS THICKNESS MAY VARY PER THE REOUREMEMTS OF ASTM C`,t. ^Y A- E1300 CLASS ETTTERRVC90'61C OT1NS O B) NTHETAPCONLOCATIONCHART INDICATE H WHERE TAPCON ANCHORS ARE. TO BE INSTALLED WHEN USING THE TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN ,TAMS SIZE SIZE 3O.r To 40w To 7OPSF' 3o.tt To 40 5r 411Kt TO 7y'W 12 is 1/5 X 25 8 8 F.G F.G 136 1/3 K. 37 3/6 H B FA F,G I4 10 1/S 1 49 5/s H H F.G f.0 145is 1/8 X 55 1/4 H H F.G F.G 15is 1/0 X 42 H 8 FIG • G 16 Is 1/8 X 71 H B F.G F.Gn1 1X 23 af r.Gj.4 25 1/2 X 23 H B tn3 25 t/2 X is Sfi B B fG F,G 1M4 25 1/2 X 49 $/6 B B fG FGJ1) 1H45 25 1/2 X 55 1/4 p p FA fG.1v INS 25 1/2 3 62 B H FA F.04J 1H6 25 1/2 K 71 H p F.G FGJ1J 1H) 112X $3 , F.GJ.K F.GJ.4 D t . 24 29 1/2 X 25 1 30 1/2 a 36 3/S 29 1/2 X 37 3/3 B B FG F.G 30 1/2 a 50 5/6: 1/2 X 49 SAB 8 FG FG.Hu 30 1/2 . ii 1/4 29 t/Z X 55 2/4 0 B CMJ 30 1/2 . 63291/2 X 62 B H F•G f 30 1/2 . 72 29 1/2 X 71, H B F.Gw f.G.M130 1 . 24 . 29 It2 2 63 H B F.GJJ( f.GJ.K 23 36 X25 34 X 37.3/ 4 B B F.G FA 24 36 X 49 5/4 8 B F.G FGJIJ 245 34 X 55 1/4 8 B f.G F.GhJ 25 34 X42 B B FGJy FGl!J 26 36 X ?I B 6 FG.MJ D.E.fG +J 7 39 X B B F.GJJ( FGJUJ4 42 : 2642 . 36 3/6 41 X 25 1 X 37 3/ 6 B B G AJU 42 A 50 S/ 5 41 X 49 s/0 8 B 8 B fGI.G.NJ F."i f•QJ'U 42 . 34 t442X63/ 4t X 3S / n X 6 4BBFG.tU DfJA. •J 42 X 72 41 X 71 H B fG.HJ D.E.FGJ+J l 441 % B3 f .K iGJ1JJ.K M 4 6 W . 36 3/s 4) X 25a u x 37 L5 B A. A.0 FG F. GMJ 46 , 50 5/2 41 X N 5/3 H 9 A.0 A.0 f. AF.C."" Cmj 464 54 1/446X63u X 55 t/ 4 41 X 62 H A.0 FGJU D.EfGe4J 48 . 72 4 1 71 8 A.0 FG.NJ D.EFGnJ 447 mere.,Jx 32 52 I/S X 25 B A.0 FA FA 33 S2 1/3 X 31 3/6 1,A.0 FG f.G.11i 34 52 1/6 X 49 5/8 p A.0 FGJMJ F.GJIJ 345 sz 1/5 X 55 1/4 B A.0 FGJM.1 D.E.FGJNJ 35 FG.M.1 O.E.FGJu 36 521/3 X 71 B A.0 FGJIJ D.E.fGJMJ 37 521/4 X 63 H C F.GJ.K D.V.GJrJ.K 37 SIZE NOT AVAgABLE IN 1000 OR IWO SERIES. 4) µF lT APAUtO MOLES NOTOESMGw1TED FOR TAPCON 1 •, AMCHOR-SH AD K. MID tWTH /6 SCREWS OF W"ICIENT LTH. . TO PROVIDE UK 5/8 N. EMBEDMENT to WOOD %ICK. A 10) fLORtDA FJOAPQER4 HOOT SERFS HUNG SHOMAN' Tie0 E L E Y AT i O N PRINT ALSO APPLES TO THEFLORIDAEXTRUDERSsSOOAND2000SERFSS>H muN . It) * MERE WINDOW IS 94STAU. 0 IN MASONRY OPENING WIOM A STRUCtWL TWo HT WOOD HUCX. USE /to SCREWS OF St1FFcw LENGTH TO Acmm 1- 3/6- How. Ewm%cMT AT VIEWED FROM EXTERIOR . u f. j '_..• AEI: NSTALUTION FASTENER LOCATIONS. III:• Am M: PA00ua • A" urA *m EI oacn51G..R.. 2w FLORIDA EXTRUDERSISAN ORD FLORIDA TITLE: INSTALLATION DETAILSGL. DING FLANGE WINDOWS — SERIES 1000 , 1500 t 2000 DRAWN BY. BB fAPPROVED BY: DATE:10/09/01 SCALE: NTS DWO.: FLEX0016 kgX* (KT.. SURE 250. M4' AI M W. r MQA32746 PHONE 401 605-0365 1" 401 5:5-0356 1 CAULK BETWEEN SHEATHING WINDOW FIN t Br OTHERS SHEATHING INSTALLATION ANCHOR . as WOOD SCREW STUCCO I, By OTHERS WINDOWMEIGHT PERIMETER CAULK BY OTHERS GLAZING (TTPJ SEE NOTES) PERIMETER CAULK BY OTHERS TWO By WOOD By OTIERS SHIM AS RCO'A SEE N+OTfS) 1/4' MAX. SNlM SPACE FIN TYPE WINDOW FRANC HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME SI WRBLE SILL STOOL BY OTHERS WINDCW WIDTH 114' MA.)L SNiM $ SHIM AS REO'D. i TWO By WOOD SEE NOTES) STUD BY OTHERS f/FINvkf3 i 1` A 1' niNa Q FUXNOTEb EMi D+<•nT GLAZING ( TIP iASTMcSE. E WINDOW r! DTmW 9 B 24' O-C. MAX. ( TrP.) EOUALLY SPACC WINDOW ANCHORS (TYPO MEIGMT A J 3 TYPE JLELEVATION VIEWED FROM EKTERIOR INSTALLATION ANCHOR ` TWO BY WOOD tBWOODSCREW111BYOTHERSSTUCCO BY OTHERS CAULK - BETWEEN*,• WINDOW FIN SHEATHING t SHEATHINGS BY OTHERS .. I'MIN. EMBEDMENT SECTION A-A SHEATHING BY OTHERS FIN TrPE CAULK BETWEEN WINDOW FRAME WINDOW FIN JAMB . t SHEATHING PERIMETER INSTALLATION ANCHOR CAitKWBWOODSCREWBY OTHERS STUCCO By OTHERS SECTION B-B 1) SAS REO'O. AT CACH INSTALLATI0N ANCHOR. ALLOWABLE SHIM STACK TO BE 1/I-. 2) WINDOW FRAME MATERIAL: µUMNAIM AULOY 6063:. -.. 3) DWALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE MIN. EMBEDMENT. OF I' -MO WOOD BUCK. s) USE SLICOWZED ACRYLIC CAULK BEHIND WINDOW F AT HEAD. SILL k JAM:S. 5) USE S4NCOHIZEO ACRYLIC CAULK FOR PERIMETER SEA. AROUND EXT£RgR OF WtCpW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUA%-WTY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIft-'_MENTS OF ASTM E1300 GLASS CHARTS... B) FLORIDA EXTRUDERS 1000 SERIES SOME HUNG IS SHOWN. THIS PRINT ALSO APPLCS TO THE FLORIDA ETRUOERS 1500 AND 2000 SERIES SINGLE HUNG WMWOWS. I JDATE:12/13/01 ;SCALE: N. T. S IDWG.a lExOd2b SHT 1 OF 2 snn. x f.. aansrx a Am xratxh. rw.0 Mtk_ AG 2w (NTCRH llOb P.— SuRr }SA rtMl) VUL ANf_ I417 90-131AS -FAX 461 RCS-02" CONCRETE ORMASEWRTOPENING BY OTHCRS ONE BY WOOD BUCK Of OTHERS CAULK BETWEENWINDOWFLANGE WOCD BUCK D FCCO ERS ER)IETER CAULIC By OTHERS GLASS (TIPJCSEENOTES) vxWINDOW EIGMT) PERIMETER CAULK BY OTHERS a Lq INSTALLATION AMCMOR 3i16' DIA. TAPCON AULK BETWEEN RY11) FUCK L GLASS (TIP.) • G 1-1"A' MIN. (SEE NOTES) 4 EMBEDMENT i —f ABp E' ij`AO d} SNtM AS R£a0. ps.gy I 1/4' MAC. i 1 tSE£ NOTES) T FLANGE TYPE WINDOW FRAME W.W. RIDGED VINYL •FGLAZINGHEADEAD l B.M./ irHEIGHTcmKa RIDGED WtMYt GLAZING BEAD W.H. RANGE TYPEWhtDWFRANC H.v. rv.• AVt CONCRETE OR BUCK WIDTH) GW.CtK t MASCMRT OPENING BY OTHER: SHIM AS RED D. D 114, MAX. SCE NOTES) INSTALLATION ANCHOR- — 3iI6' D14. TAPCON .. RIDGED VINYL GLAZING BEAD ONE By W(R:D v HU£K BY OTHERS FLANGE TYPE -_ v WINDOW FRAME CAULK BETWEEN WINDOW FLANGE PERI"ETER L WOOD BUCK By GCAURS CAULK BETWEEN WOOD BUCK L W.W. NAVY. WCNING WINDOW WIDTH) By OTHERS STUCCO HT OTHERS SECTION B-8 NOnw AS REO'D" AT E CM INSTALLATION AnCHM MAX. ALLOWABLE SHIM STACK TO BE 1/4 . 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) 3/16- (NA. TAPCON INSTALLATDN ANCHORS MUST Be OF SUFFCENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE" i HEAD & JAMBS. 50.L MST BEI) USE SKIC01'AZ£O ACRYLIC CAULK BEHIND YItNDOW FLANGE A, AiTACHED'TO THE SUBSTRATE W'1TN WULK£M 1fE ADMIEiN£ CAULK OR APPROTEO EOUK. S) USE S0.1COI6ZC0 ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW! FLANGE. 6) IF EXACT wNDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANM7T LIMO WITH NEXT URGER SIZE. EDIT TIE AiPR(IPRIATE DES4m PRESS REO'D" 7) GLASS THCKNESS MAY vARY PER THE REOWRMENTS OF ASTM E1300 CUSS CHARTS.. 24' O.C. MAX. (TYPJ 6) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.0 /6 SCREWS'OF SUFFKKNTLTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOW SUCK SHOULD BE INSTALLED. 9) FLORID& EXTRUDERS 1000 SERIES FIXED WINDOW! IS SHOWN" TtsS PRINT ALSO APPLES TO THE 6- MAX. (TYP.) FL.ORDA EXTRUDERS 2000 SEPAS FIXED WINDOWS" ..- Y IO) SEE BACK OF T1e5 SHY. FOR CH N ANCHOR At FRAME NM SILLt11) APPLICATION OF IgxKEu T14 AW/ESeuE CA:A)K At FRAaE SK:L MUST COMPLY WITH SEALANTMANUFACTURER'S RECOMMENDATIONS. A --wlJ ELEVATION VIEWED FROM EXTERIOR a ( V CAULK BETWEEN Wt»DW FLANGE L PRECAST SILL W/WULKEM 116 PRECAST SILL ABNES WE CAULK BY OTHERS OR APRV'H: EOL.' t 12) WHERE WINDOW IS INSTALSED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/r MIN(• EMBEDMENT' 13) WINDOW UNrtS CAN BE WILLED 10 01HE4 UNITS USING ALUm—M TUBE MULLION. SEEMULLIONDISTALUTIONSHEETSFORR£OWREMENTS. INTERNATIONAL, EXTRUDERS , TITLE:iNSTALLATiON DETAIL V/ ONE BY BUCK FIXED, FLANGE WINDOW - SERIES 1000 & 2000 DRAWN BY: BB APPROIiED BY: 2 DATE: I0i22i01 CSCALE: NTS DWG.: FLEX00t9 SHEET I Lv NMEPAREO 6tIrmoUCI novoi,= CORD_ 250 An[SWATDNAL M—. W-L 2W. 'CATWIOu• nA"A 32 PHOM M) 605-030 IAt A07 XIS-:3E6 iHEATMt Dr GipERS CAULK BETWEEN WINDOW FIN i SNEATAINC INSTALLATION ANCHOR t9 SCREW ExIceiOR FINISH OTHERS PER!lETER 1CAULK BT OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK AT OTHERS INSTALLATION ANCHOR as WOOD SCREW EXTERIOR FINISH Br OTHERS CiAZIMC SEE NOTE 6: CAULK BETWEEN 1'MIlLWINDOW'FIN EMBEDMENTLSHEATHING SHEATHING SY OTHERS SECTION A -A MIN. EDHENT VMD FRAMING By OTHERS CENTRAL FLOnWA B-O-A-F- SHIN AS ES) Su NOTES) VIIFACTU/— i/4• w1x. l 7u,,, SHIM SPACE X ag FIL1E GLAZING SEE NOTE 6) MEIGHT FIN TYPE WINDOW FRAME SHIM AS RED'D. 1/4' MAX SEE NOTES) WOOD FRAHM BUCK IT OTHERS EVERPOR FIN TYPE WINDOW FRAME A -NJ ELEVATION VIEWED FROM EXTERIOR a.se.xn nr• avmAct rccHNaa WINDOW WIDTH 1/4- MAX. SHIM SPACE wMD FRAMING By OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR 9 SCREW CAULK BETWEEN WINDOW FIN i SHEATHING SECTION B-B ExTERIOR FINISHPERIMETER CAULK IT OTHERS By OTHERS NOTES 1) SHIM AS R£0-D. AT EACH INSTALLATION ANCHOR WITN LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STALK TO BE 1/4-. 2). WINDOW FRAME MATERAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST 8: OF SUFFICIENT LENGHT TO AC IM MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) uSE SNCMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) USE SI.ICONZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REOUIE—NTSOFASME1300GLASSCHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 15W AND 1000 SERIES PICTURE WNDOW. B 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAAABLE SIZES UP TO 73- x 71- OR BY x 95' OR 119- x 37-3/2- MAX. 9) WINDOW UNIT CAN BE MvLLED i0 OTHER UNITS USING ALUMxWM TU9E MULLION. SEE MULLION _ NSTALrATON SHEETS FOR RECIREMENTS. DATE:1/ 13/02 {SCALE: N. T. S.IDWG.: FLEXO( INTERNATKIN4L PKWT. S:A:E M. 1AAE NARY, FLOR" 32746 PHONE 407 LC5-*US m U CAULK IETVEEN CAULK IETvEEN WINDOW VOEID SUCK L FLANNGE t 1.T OD 8utx MASONRY OPENING By OTHERS ONE DY vOGD DUCK Sr OTHERS CONCRETE OR NAiONRY OPENING INSTALLATION "NOR lY O'HCRS 3/16. WA, TAPCON ExTER:9 tIHiSM TBrOTHERSd1-1/4' MIN. Q EMBEDMENT 1 SHIM SPACE PERIMETER CAULK -•/ of OTHERS $MIN AS REO`D SEE NOTES) vtNDDv FRAME MEAD GLAZING (TYP. SEE NOTES) INSTALLATION EXTERIOR ANCHOR 3/16' DIAL TAPCON WINDOW FRANK SILL SHHIM AS RE0•... SEE NOTES) PERIMETER CAJ•L.K SY OTHERS T ' ExTERIGR FINISH 1 lr OTHERS r L 1/i MAX. H- SHIM SPACE CAULK BCTwC£N WNImV FLANGE 4LWOODBUCK 1 CONCRETE OR CAULK IETVECN NATONRr BY G-i4RS VOOB SUCK L MASONRY OPENING SECTION A— ll OTHERS 1) SHIM AS R£O-D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERuL: ALUMINUM AUDI 6063. 3) 3/16' OHA. TAPCON INSTALLATION ANCHOR MUST BE OF SuFFICENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. PLACE TAPCDN ANCHORS 6' FROM CORNERS A 24' 0. G. MAx. ALL FACTORY APPLIED HOLES HOT DESIGNATED FOR TAPCON ANCHORS SHOULD B. FILLED WITH to SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. S/B IN. EMBEDMENT INTO WOOD BUCK. N) INHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO ACHIE`/E 1-3/11" yIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. S) USE SNUCONIZED ACRYLIC CAULK BEHIND WINDOW :.ANGE A' MEAD. SILL JAMBS. 6) USE SKICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FrAPW, 7) GLASS THICKNESS MAY VARY PER THE REOUREMEN7.S OF ASTM E13M CLASS, CHARTS. SRIGL° GLAZING IS SHOWN, R$UATING GLASS IS ALSO OUALnw- B) BUILD DOWN AROUND CURVED PORTION OF "COW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUSE BE OF SUFFIECENT S"RENOTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA £xTRuDDERS 1000 SERIES DESIGNER IKIWOKI SHOWN. THIS PRINT ALSOAPPLESTOFLORIDAEXTRUDERS1750SEMESt2000SERIES. 10) E:EYATIONS S.'IOw COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF Taus PRODUCT TO THESE TWD CONFIGURATIONS, Trds SHEET APPLIES TO ALL CONFIGURATIONS TeAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000SERIESDESIGNERF:xED WINDOW FRAWNG SYSTEMS. II) wwiDOw UNIT CAN BE MULLED TO OTHER UNITS LKING ALUMINUM TUBE MULLION. SEE.wuLuONN INSTALLATION SHEETS FOR REOUREMENTS. EXTERIOR ELEVATION 1-1/4• MIN. EMBEDMENT 1/4' SHIM SPACE ONE BY VOOD SHIM AS RED'.D BUCK By OTHERS SEE NOTES) MEVWDIvFRANC INSTALLATION ANCHOR 3/16` DiA. TAPCONa JA A GLAZING (TYPE SEE NOTES> CAULK BETWEEN VOCID BUCK t MAS'Y OPENING it OTHERS C PERIMETER CALLK i ! CAwc BEtwtEN By OTHERS VWDOV rLANGE L WOOD BUCKEFTERMRFINISHCONCRETE BY OTHERS OR MASONRYNING VINOITV VIDIN BYY_OTHERSTHERS SECTION B-B EXTERIOR ELEVATION FLORIDA EXTRUDERS Is RuONAL.FLOIDA q6INCEwBEDMEM W'JL4'"i / wT- ONE IT VOID L .'TPftEsLaNGE INSTALLATION DETAIL CEkvCI:E TE r.EaDERY/1 BY $.+LK BUCK By OTHERS DESIGNER FLxED WINDOW 1000. 1750, L 2000 SERIES i* N, DRAWN BY: $B APPROVED BY: DATE: 02/12/02 SCALE:NTS DWC.: FLE90035 f MP-% 2 H. NNCNCH IHAMAAM CMO rA Hn( C. % kvL r-= N)A .(N.CY. NI/IM MIy ' N C W-M3 a`a NI IG:-dN BY 3YJGK IMSTALLAT;ON 8:0 StR£v ANCHCR y.i 1-3/6' MIN. ExKOMENT DUCK v30THSHIMFrLA04E& SPACE IMCL'i BUILD DOWNCAWucrOTHERSTvO KtvECNHGALSOAPPLIESUm- h RJCKTvOIrr-ANtNG t OBy kEONGTmCREPtYWDODTOSILL) 1) SKM AS P£0"D. AT EACH INSTALLATON AN04OR WITH LOAD BfARIND SHIN. MAX. Pr GTDERS ItALLOWABLESHIMSTACKTOBE1/4-. PLYWOOD(:YJ 2) WINDOW FRAME MA'.ERML: ALJWNUM ALLOY 6063. PY 1-3/6' INN. 3) TAiC9NN INSTAL hON ANCHORS AT SILL MUST Bf D< SUFFNGfNT LTH. TO A HIENEA f. r EWSEW.NT WJL EMBEDMENT O: 1-i/i INTO MASONRY Ut CONCRETE /10 INSTALLATION SHIN AS RCO•D SEE NOTES, IN:TALL•`1rN ANCHORSCREWSATHEADhJAM95MUSTIfOFSUFFNCINTLENGTHTOACm" 1-3/6' a;0 StREv UN. EMBEDH-NT INTO WOOD FRALW.G AKO BU6,D DOWN wHE4E REOIARED. EXTCRTOOTHERSFINISH 1M- AL ATON ANCHORS k SCREWS 70 BE PLACED 6 IN. FROM CORNERS k 2- R(. O.C. U". W;Mt1OW FRANC CAULK BETV££NUSES6CAULKBEHINDACRYLICCAUBEHINDONDOWFLANGEAtHEAD. SILL k JAMBS. JANI vIMaOv FLANGE S) USE S4CO 40D ACRYLIC CAUV FOR PERIMETER SEAL Aft" EXTERIOR OF t WmD PUCx 1/-' MAX. SPACE WINDOW' FL MM. 6) C'. ASS THICKNESS MAY VARY PER T..E REOUWEMENTS OF ASTM E1300 CLASS GLAZING (TYP. SEE NOTES) Q SHIN CHARTS. SINGLE CUCING 1S SHOWN, 1NSULAW CLASS -IS ALSO OUAL61ED. 7) WL. O DOWN AROUND CURWD PORTION OF WINDOW FRAME TO BE ANGWE£RED BY d OTHERS. SURD DOWN MUST K OF SUFFICIENT STRENGTH TO AMOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. w\\ 6) FWROA EXTRMDERS 1000 SERES DESNCMCR WINDOW SHOWN, THIS PRINT ALSO APPLIES -TO FLORtDA EXTR'JCERS 17550SERIES k 2000 SRES. PER;HE7CRCAULKITOTHERS I) ELEVATIONS SHOW COMMON CONFNt.URATOOML 1tIS NOT W04MD TO LIMIT USE OF C 94REtE GR- B r SHIN AS RECD THIS PRODUCT TO 7 IWO NF S T N$ScCCT 'DNS. THIS SHEET APPLE 4 NFACTU ALL7ER CAULK IT OTHER,. SEE rEtEi) CONFtplRATHONS THAT CAN 6E MANUFACTURED FPAM Tf(E.1000, 1750. 3 2000 By OTHERS Pr OTHERSSEWSDESIGNER FaED wwDOw FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO SE MILLED TO OTHER LOWS USING ALUMINUM TUBE vINDOW vIDTH vtNDOv FRANC MULLION. SEE MULLION INSTALLATION SHEETS FOR RENTS. I . HEAD C% TER; GT FINISH SECTION B—$ BY OTHERS I Wlno~ WEIGHT EXTERIORGLAZING (TTP. r£ NDr£ s) v'DNDDW FRAMELL PtUlEtER CALL% SHIN AS REO'D By OTHERS EX-CAMR Fw ISH SEC NOTES) I MHCRS BUCK Cow 1/A' Mu. SHIN V,-- E A EXTERIOR ELEVATION w IT CAULKP£ TWC£N ../ VINDOW FLANGE Q 0 , I,CKITvODDWCAILILDX } C1C t .. 1- 1/-- r y}t Rpp L FLOR{MAyB` . O. 4F.' Y/ A NASOo• OPENING ONE Ar WOOD NAM: By OTHERS RICK' BY OTIERSCCONCRE-t OR SECT ION A —A FILE jq WSTAATIDN AMCnP t-1, r •i ,T Ix pT.rti 3/16' `IA. IAPCON EXTPFIC- E'=VATION w+A, s>s aac ca.Mu. rMwIN> 1rr o+t .Dv Ne.AN: x.. r A.7dlY i r AM E, IleRMX A? INSTALLATION CAULK MOND FIX 941A SPACE ANCHOR SCREW CIO.) SHEATHING TWO IT FRAMINGSN1NAS *ED'& Sr OTHERS IT C.tERi TWO IT BUILD ISEE NOTES) DOWN By OTHERS CAULK 6CHiMD F)N Fin FRa+E JAMB 6 D+STALLATIGN ANC)OR SCREW (TY SHIN AS RCO•D. j 1SEE NOTES) t j SH w AS REO'D. ADJACENT TO EACH INSTALLA74h AmCN6R WITH LOAD BEARING Snw. MAX. ALLO>MA°tE SwM STACK TO BE T/<'. OLA2F+4 (fTP. 11 2) WINDOW FRAME MATERIAL. NAIMINRM ALLOT 6063. SEE NOTES) Ile +WL 3) USE SILICONIUDAO2YUC CAULK BEHIND WINDOW F.AMAT MEAD. SILL k JAMBS. SPACE E.ACRYLIC CAULK FOR POwETER SEAL AROUND EXTEROR Of FRAM EAt NICK WN400W5) CLASS THICKNESS MAY vARY PER THE REOu"EHENTS OF ASTM E1300 GLASS CHARTS. SINGLE 0L02IN4 IS SHOWN. INSULXTING GLASS 6 ALSO OUA.L EO. 6) SCREW ANCHORS AT NEAR, SILL k JMI-AS SNOULO BE IS SCREWS OF SUFFICIENT SHEATt/Jw By CtHERS LTA. TO PROTIDE MIN. I N. MIN.. EMBEDMENT INTO WOOD FRAME. PLACE /6 EXTER1Ot fiNiSH-/ Sr OTHERS SCREW ANCHORS 6' FROM CORNERS AND 24' OL. MAX., EXTERIOR o 7) BE CNOWEERIED BY FINISH O FiRS. BUILDDOWNMUSTKOFSWSTRENGTH0ADE BY OTBYTE IC HERS TRANSFER LOADFROMWINDOW70THESTRUCTUREPERWERCAULK6TOTNCRS6) FLORIDA EXTRUDERS 1000 SERIES DESKxNER WINDOW SHOWN. 7NMS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS TIM SERIES t,2000 SERIES. voav A PERIMETER CAULK 9) ELEVATIONS SNOW COMMON CONFIGURA,TOIQ IT ISNOT MLTENDED TO LIW USE OF By OTHER$ THIS PRODUCT TO THESE TWO CONFICUPA7gNS. THIS SHEET APPLIES TO ALL F1n.FRAME HEADERCONFIGURATIONSNATCANBEMANUFACTUREDFROMTHE1000. 1750• k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WOOD* UNITCANALSOBEMULLEDTOOTNERUNITSUSINGALUMINUMTUBEMLAAON. SEE MUL: iON RMSTALLATIN: SHEETS FOR REOUREMENTS. GLAZING CTYP. SEE notes) All EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FDTIsN—, DT OTHERS as 41STALL.ATION -/ ANC10R SCREW (TA! f1N FRANC SILL SHIM AS 1K- 0'D. cSE£ NODES) / SIG." SPACE A H TWO Dr FRAMING EXTERIOR ELEVATION er o7NERs CAULK DENTINE FIN f.. rl j, aY• i gEDKA SECTION A - A E 200Z EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL, ORIDA MU: FININSTALLATION' DETAIL DESIGNER FIXED WINDOW 2000, 1750, & 2000 SERIES DRAXN BT: BB I APPROVED BY: DATE:02/14102 SCAM-NTS DWG.: FLEX0037 a MM / my NO.CW w. sm YALArtH?t <vX, Am I)L r(.nAHHr. fotl Wt.A ..a ,.M 1.14HS t.H .., ! , CbWRETE OR SHIM AS RE'D'D _ MASONRY OPENING SEE NOTES) BY OTHERS CAULK BETWEEN DER FLANGE t WOOD PUCK CAULK BETWEEN PERIMETER WOOD BUCK It MASHY. OPENINGCAULKBrBYDTrERSOTHERS STUCCO BY -OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCH-CR 48 SCREW (TYP. WHERE ONE BY WOOD iAP:ONS ARE NOT REO'D.) BUCK By OTHERS 1 I/4• MIN. TAPE DU4£NT SLIDING GLASS DOOR FRAME I/l' MAX. JAMB t> (- SHIM SPACE INSTALLATION ANCHOR BS SCREW <TYP. WHERE TAPCONS ARE N07 REO'DJ SLIDING GLASS DOOR fRA1E HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS IDOORfRAIESILL —7 v I tt EM3LDMENT r1 f-1/4' MAX, SHIM SPACE 1 1/4' MIN. EMBEDMEMT ONE PY WOOD BUCK BY DTMERS Q ENCAULK BLOCK IL NAVY. OPCMING BY OTHERS SM:M AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION AvC.-R 7 CAULK BETWEEN 3/16' DIA. TAPCDN WOOD BUCK It ' MAS'Y. _OPENING PY OTHERS Q CAULK BETWEENSLIDINGCLASSDOORHOOKSTRIPa HOOK STRIP WOOD BUCKQ 1-1/4' MIN. EMPEDMENT Q TEMPERED GLASS r p CAULK >ETWEEN TYP.) DOOR FLANGE L WAD BUCK PERD4ETER ONE BY WOOD CAULK BY COWRIE OR BUCK Bti• OTHERS EOTHERSMASONRY OPENING O HEByOTTERSBY8YOTRS o-- S.G.D. WIDTH A1 /"r . BAOA 4TEMP£RED GtaSS SECTION h Aa+i ILLGil < TYP.) INTVFOCK G GLASS DOOR rY r MASTER FILE# HOOK STRIP DETAIL A i v DOOR HATCRIAL• A.p M ALLOY 6063. 2) tAICt1H TYPE INSTALLATION A/Ioon MAT SE Or SWFICIEMT LENGTH TO ACMEvr HI'L EMKINENI Or I-t/4' INTO HAsomtr Olt CONCRETE. yA.TERHATE TAPCON 14TA.LAIMAUCMOHSTRONT TO Wi IN -ALL rRAMC IEKKRS. 4) TAPCOMANDiMCHARTONDACKWTHISSHECT. S) to SSL CONTZEB ACRYLIC CAULX KND+O DOOM TLAt,C AT KAD L JAMIS, 6) USE TlUtmtfl1: ACRYLIC CAULK rOUt PERIMETER SE46 AROuQ E[TERK)R Or ' BOOT. . h iEXACTDOORSIZEISNOTLISTEDINANCHORCHART. USE ACOR-OUANTitT-LIStCD v!7" Kitt. LARGER =.-rOH- TMC APPROPRIATE OETN'N MMSSUK REO'S B) FOR POCKET DmR StZEs usE CLOSEST B?ASS WM 112E L COIIG%AATWN TO fvdSHED OPENING RKE-TAPCOHS, r y vA Or )OR URE N SHO A .. GLASS TMlCKNESSMyWARYPERRER:IR£rE§ r ? AKI CAM COAST oLD K _ f0) ALLrAcm" APPLKB U410 NOT BE HIM UB EK tAPNT INTO VH A SUM K TILLED VItH UM SCREWS 3 gOriWaTtSNtLENGTHTO ROvIOE HIM GLASS C)1KDEN2A LA GLAZED OlI NU 1S) A (RAT ID GOONE CO E To SE SEALED tV.1" MSINGLE SLAZED OR SCALER. TIWGLASS, 13) JAMB / StCv*& At rA ARE TO 14 SEALEO IN N A SHALL HINT SEAM SEALER- l D) SMw AS REO'0. AT C4. SET or WSTKNAtIDN ANCHORS MAX K(OvA£ Sod" STAG[ tO K 1/4•. 14' ALL INStALLATION ANCHORS MUST K)N(:E Dr mAROSK N RESISTANT HtTE41ALS 15, -WMEK "K• REMIESCm T UCvlWG PANEL AND 'Ir REPRESENTS r1KED Pmei. APPROv£D A . CO WARATIONS ARE AS LISTED ON ANCHOR CHART ON BACK Or 1"IS SK£T. 16) COT ALL COMr;Q$tATMNS L)STCD ADDVE ARE SHOWN ON THIS ORATING, HOWEVER 1NSTALLAT(ON EXTERIOR ELCVA-: ON SECTIONS •AA'.'D-Y, L OWK STR)P KTAILAP LT M INSTALLATION Dr ALL APMOVED 2 PANCL DOOR SOWN CONry'N( NZ 17) INSTALLLL ONE tAPCON IN CKN PAIR ? fKtORY APPLIED lNTTALI[TJON 'CUES UNLESS MOTES OtWaVISE OM AHL14[ CHART. SEE BACK Or TMS SHUT, . 10) ILODUDAEKT)tUKRS wo $ERIC$ SLID04 GLASS BOOT IS DOWN, THIS Mt]HT ALSO APPLIES to - sm SERIES AND SWISCRIEZ .. ..._ ' Q • A D ' LIBERALLY APPLY ---, CAULKIWH UNDER SILL !'R OR SETSILLINBEDINSTALLATIONANCHOfCONCRETE 3/16' DIAL TAPCON SECTION A - A nE 2W' VATE:IV/C?/Ul jtiCALL: IY11 jUA4 a: rLLAi"Xi rA. 4 . yr r.r.Ar. [.r.Hru.` rr >a artewAAT)b... rxv_ vsrr 2TA_ )cawn.- TLwrJ YTK.. 4v-an-0us IAt MT'XS-13L6 3 INSTALLATION ANCHOR DOOR WIDTH ice--!/1' MAX. SHIN SPACE - INSTALLATION AmCMGR SHIM AS RE•0•D s8 SCREW 1 Tv0 BY WOOD s8 SCREW SHEATHING (SEE NOTES) LEMBEDMENT BY OTHERS TWO By WOOD 7Y 6TMIRS CAULK BETVCEN I BT OTHERS DOOR FLANGE TWO BY WOOD SLIDING GLASS t SHEATHING BY OTMCRS DOOR F CAULK BETWEEN HOOK STRIP t SHEATHING SLIDING GLASS DOOR SHIM AS REaa HOOK STRIP 1/4- MAX (SEE NOTES) fi SHIM SPACE INSTALLATION ANCHOR 1-1/9' MIN.. a8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS STUCCO ITYP.) CAULK BETWEEN OR SIDING DOOR FLANGE BY DINERS L SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED GLASS OTHERS STUCCO CTYPJ STUCCO OR SIDINGTEMPEREDORSIDING GLASS (TYP.) BY OTHERS BY OTHERS AIDING GLASS DOOR r. INTERLOCK ti r Z'Ir 2 r HEST SECTION B-B HOOK STRIP DETAIL 1,0 JDM4fl - Za- SLIDING. GLASS. DOOR FRANC SILL 0 3, DGDR MNTERIA xuMwuR Allen soli 2, sD IRTALATDIM SCREWS MUST K W SRfr¢ICNT LC{TH TD KMHEVC HIH ENKBHCNT - OF T-Vr INTD VOOL TAPCON_TTPE INStALLAI M 00CU AT SILL PUSi K OrSLirKTENTLCM(tH TO ACMIEK MRN CNDCDMEf: Or l-Vr INTO "MASONRY OR CDMCRETL .: _. 3) 14TALLATW .ANCHOR CHART ON BACK Or THIS SMELT. M) USE SXTCDROZED ACRYLIC CAULK Ko" DOOR rLAWA AT MEAD t J= Or D00RUSESXTCWUSACRYLICCAULXFORPCRINCTCRSCALAR91R0. EsYCRIDR '.. Y V EXACT DOOR SIZE IS NOT LTStto IN AMCHW C/MRI, uSC AMCOR DUANiItY LISTED WITH NEXT - AROER SIZE, rOR TK APPROPRIATE K904 PRCMft'RE"- ----- _. 11 no OCCCT DOOR SIZCS USE. CLOSEST DnASS ODOR S1ZC t CQfW"ATION TO rIMRSKD OPEHUNGfLACCMTALLATIaANCHORS, 3" "OHT ill N", yC slab AS LOUR b &ASS THICKNESS HAr WARY PCR REQUIREMENTS Or ASTM C1300 CLASS CHARTS - 3M DOOR W41 IS A ROVCD U04 ICHPERCO. GLASS IN SIOLC GURSED OR' WSIAATINO OLASS. . ID+ JW i STLt CORKRS ARC TO K SCALCD WITH A SMALL JMNT: SCAN SCALER11) Sid" AS REV& AT CA SET Or INSTALLATION **DOM 1YK. ALOWA3LC SHIM $14CK TO _K vA-. 12, ALL THSTALLAT OM AN[HCRS MUST K NA2C Or El I10M RESISTANT NATCRIALS .. ; 13M WHERE 'K' REIREMe& 'CM ANEL AR0 r RCPRCSC.TS FIXED PANEL APfR'vED 77 CO<fWAATIONS ARE AS LISTED ON AN0Q D"? ON $A" Or IMISSHEET- EMBEDMENT EXTERIOR ELEVATION ,•' UIRS HOT ALL ir L NOOKNSOCTAAXXATOISSALLLA710" Or EI"ST0LAT._ .. 9 0 ca1fIGUG1IINi - A 1-1/4' M1N. 15) rL I. 1,191. RS moo SERIES SLIDING GLASS DOOR IS SHOWN THIS PRINT ALSO APfLICS ro - 2 PANEL D II SMOVN ... -. 2001 SERIES. AND DOD SCDIIEi. A ° REV DESCRIPTION DATE INI FLORIDj ©'j / EXTRUDERS _ LIKRAI LY APPLY 1 1_ 1 \ 1 D I`i INf. INC. SANFORD F.L. CAULKBK UNDER SILL OR SET SILL IN BE INSTALLATION ANCMRR of CEB+:RETE 3/36' DIA. 7APCON. TITLE: SLIDING GLASS. DOOR INSTALLATION' WITH #D SCREWS.',_._ SECTION -A-Aq DRAWNBY AD- _ APPROVED BY: 5 1 L ATE: 12/I7/0I (SCALE: NTS KG #FLEXE27 ;SNT 1 OF i rAr. f 0 f* MOP[1 L A RK-A"DN CWAXURWf INC- ra 1090MYWOft PKW. tAX M -CAIIMW+ rtdR:Dt 32146- A"-M-M ru N7.00-"" s s i 4- IDW P.V DESIGNER SILL (TYP.) s8 x 3/4 SELF TAPPING SMS I x 2 x -1/8 TUBE N LLION SEALANT BEtVEEN W94WV FLANGE - L MILLION SEALANT KTVEEN- VVWV F S 0 \—#S X 3/4 SELF 1000 M TAPPING SMS MEAD (TYP.) SEALANT VETVEEN vvmov FLAACTION A -A (1) LMILLIONI= rP.V DESIGNER SILL ( TYPJ . I 68 X 3/4 SELF TAPPING SMS T1 x 2 7/36 x 1/8 TUBE IAILLIDN J = I FIL MULLMN 6B X 3/4 SELF t000 ix TAPPING SMS HEAD MID.) SECTION A —A (3) vsE^-#KTwmm L MULLMN DESIGNER v rLAe MS L MILLION4 SELFIX4X V8 L:]TUBE MILLION 68 X 3/4 SELF 1000 SIL TAPPIHI'i SMS HEAD ( TV.) SECTION A -A (5) 1000 P.W./DESIGNER SILT. ( TYP.) r-# 8 x 3/4 SELF TAPPING SMS 1X2x3/ 8 TUBE MULLION A :. 18 X 3/4 SELF 1000 SJl- TAPPING SMS MEAD ( TYP.) ... SECTION A —A (2) 100O P.V./DES1(a0t SILL ( TYP. . X 3/4 SELF TAPPlIZSMS1 X27/16 X TUBE MJLLIDN APPUES TO HEAD do SILL WHERE I" X 4' AUXILIARY PLATE DETAIL C do 2" X 4" TUBE MULUONS ARE USED VIX ADWRINAL ANOOM VNEM REMMO) OSHEATHING 10 O ( J INSTALLATION ANCMOR R8 VOID NLLLIDN= SCREV ( TYP.) w. O' ExTERMAI NtLLUW INSTALLATION CLIP TVO BY WOOD BItCK BY OTHERS 1000 P. V DESIGNER SILL (TTP i8 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLIEWN 9 x 3/4 SELF IWO S. H. TAPPING SMS HEAD (TYP.) ItB X 3/4 SELF SECTION A - A (4) TAPPs sMs 1000 Sx HEAD (TYPE . 1000 P.WJKSIGNER SILL (TYP.) SECTION A —A (7) HU8 x 3/4 SELF ,, TAPPING SMS 1 X 4 X 3/8 F AL+D TUBE MLLIZHFX * ' 1; %- H A V 0 1 Val.# R8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TV.) SECTION A — A (6) PiTII—L, MULLMN APPLIES TO MEAD k SILL WERE V X 2' NH I- X 2 7/16'1 TUBE MULLIONS ARE USED DETAIL 9 TALLATMN ANCHM N V00D SLREV QYP) Hm tUP Li 1/ 8• MIN l EMBEDMENT 1:. tT FLORIDA EXTRUDERS INrEI2NeTino INCSANFORD. A FI.ORIDATITIZ*SER. 1000/ 1500 FIN SHEET I.OF `2,' TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2).FOR DESIGN PRESSURE CAPACITIES DRAWN BY. MSH APPROVED BY- DATE-2/6/ 02 SCA :NTS - DWC;- 1HMFINTR SEALANT 1000 P.V./DESIGNER TYPICAL WiLLOM TO O"44m .. APsPJJES 40 TUBE W ' X i1SED) DETAIL WINDOW PiLLFLANGES- 000 P.v ItEsrGNER SILL CTYPJ" Q 1 SILL (TYPJ i8 X 3/4 SELF M8 X 3/4 SELF TAPPING SMS TAPPING SINS CONCRETE 13R MASONRY- BY OTHERS \ INSTALLATION AM t 3/16' DIA 1 X 2 X 1/8 1 X 2 X 3/6 TAPCON SUMV ANCHOR (TV.) TUBE MULLION TUBE MULLION SEALAN FLANGES BETWEENL MU.LMULLION.% ONE BY VQOD INSTALLATION CLIP INDOW CEtiTRa FWMA B.O.A.F. BUG( BY OTHERS a - " M8 X 2/4 SELF . 1 R8 X 3/4 SELF MAS M FM # 1000 SJi TAPPING SMS 1-1000 S.M. TAPPING SMS - - HEAD CTYPJ HEAD CTYPJ u+ mv SECTION A —A (1) SFcT1ON A —A (2) L MU11ON t# 8 SIGNER 1000P.V./DESIGNER l000P.V./1>ESItiNER r SDI. CTYPJ SILL SILL C #8JX 3/4 SELF j N8 X 3/4 SELF 3/4 SELF a TAPPING SMS TAPPING SMS 1 X 2 7/16 X ING SMS 1X27/16X1/8 TUBE MILLION TUBE MULLIONTUB 4 X LIO 1 BED MIN. TUBE MULLffNC EMBEDMENT VFLANGES SEALANT BETWEEN X MULLION WINDOW FLANGE t NULLIW r- A 1l8 X 3/4 SELF t8 X 3/4 SELF L A _ TAPPING SINS 1000SiiTAPPINGSMS 1000 . S.Ii HEAD CTYPJ HEAD CTYPJ SFQti0N A —A (4) - seALANTBETWEEN $FCTION A —A (3)- / / X 3/4 SELF LLMULLION TAPPING SMS 1000 P.V DESIGNER . SEALANT BETWEEN 1000 P.VDESIG7 R . SILL CTYPJ VDtUOV FLANGES SILL CTYPJ loco Sit X 3/4 SELF L f8 X 3/4 SELF MEAD CTYPJ N TAPPING SINS TAPPING SMS 1 X 4 X 3/8 ACTION A —A (7) VIEWED FROM, EXTERIOR 1X4X1/8" TUBE MILLION - .. TUBEMULLIONNIIi rMATIOXV , R FLORIDAEXTRUDERS flRD, i•I,oxID TITm SER. 1000/ 1500. FLANGE SHEET 1- OF. 2 I TRIPLE - HORIZONTAL MULLION SECTIONS..,-. SEE OTHER SIDE (SHEET N8 X 3/4 SELF t8 X 3/4 SELF DESIGN...PRESSURE CAPACITIES " TAPPING, 100 SiK 1000 i"rYPa9 2 DRAix BY.MSH A$PBOVED HY: HEAD CTYPJ Kim iECT10N A=A. (5) __ GIR SFF` 09 A—A W wm2/6/02 am NTS DTrc.: 1HMFG' 9 1000 P.W./DESIGNER SILL .CTYPJ 8 X 3/4 SELF TAPPING SMIS Ix2x1/8 TUBE MULLION SEALANT DEn WINDOW FLAN L MULLION WINDOW FLANGES "--#8 X 3/4' SELF L MILLION `1000 S.H. TAPPING SMS HEAD CTYPJSEALANT wFLANIGM SECTION -A—A (1) L MULLION . rI000 P.Y./DESIGNER SILL CTYPJ I #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANTWINDOW FLANGE! 16MILLION 9 X 3/4 SELF i000 S.H. TAPPING SMS HEAD CTYPJ vo F SECTION :A —A (3) L MULLION 1000 P.V DESIGNER SEALANT rTYWINDOWBETWEENSILLCPJtNFLANGES, r #8 X 3/4 SELF TAPPING SMS 1X4XL8 TUBE MULLIGN 08 X 3/ 4 SELF 1000: S H - TAPPML SMS HEAD CTYPJ .. . SECTION A -A ( 5) f 000 P. V DESIGNER APPUES TO HEAD do SILL WHERE 1' X 4' S1ILL CTYPJ AUXUARY PLATE do 2' X 4' TUBE MULLIONS ARE USED tl mart ADmrmww AtCHOM WMEM anm m DETAIL C B X 3/4 SELF TAPPING SMS SHEATHING 10 IX2X3/8 G O TUBE MULLION — INSTALLATION ANCHOR #8 WOOD — SCREW (TYP.) KAJO/ EXTERNAL MULLIONINSTALLATION CLIP TVG BY VGGD -- 8 X 3/ 4 SEms.¢+` r BY GTHER sW+L1A1e0 S3I - TAPPING SMSHEAD 'CTYPJ NAMr UR'aFi ire HEAD SECTION A —A ( 2) — fF-• 1 < W./ DESIGNERSILL * # e X 3/ 4 SELF 1000 P.V DESIGNER - r— A TAPPING SMS 1 X 2 7/16 X 8 SILL t L-- TUBE M LLIDN # 8 X 3/4 $ELF A TAPPING SMS 2 X 4 X'3/8 TUBE MULLIDPI N _ _ 1 I/ 8• EMBEDMEN _ S DEALANTev BEN-. VeNED FROM EXTERIOR WINL MULLION DETAIL B APPLIES t0 MFAO t SAI MHER& 1• X r t Y X 2-7/16•,TUBE MULLIONS ARE USED 8 X 3/ 4 SELF - - iWO SA TAPPING SMS Sun" HEAD CTYPJ SECTION A —A ( 4) s woo# s 1000 P.VJDESIGNER \' NORtZ rSILL CTYP.) # 8 X 3/4 SELF. 8 X 3/ 4 SELF T' SU1S TAPPING SMS T1 X 4 X 3/8 TUBE MULLMN 08 X 3/ 4 SELF two TAPPING SMS HEAD"( TYP.) . SECTION A —A ( 6) 1000 S.H. SECTION -A—A 0) 1 1 HEAD CTYPJ FLORIDAEXTRUDERSMTRmnom' a, R;c SANE O. FLOWA T ER, 3000/ 1500 FIN SHEET 1 OF 2 TUIN "HORIZONTAL MULLION SECTIONS - r -SEE OTHER SIDE C'SHEET-2 OF 2) FOR DESIGN:.PRESSURE,CAPACITIES F RF.tN BY: MSHaPPI?OVID BY: f.-I>ATE: 2/6/02 SCAM NTS DI c.: iHMFINTti SEA...%%T BETWEE-i Vwmv FLASGE'S L aKJLLi 1000 P.W./7ESIG%-ER SILL (TYP.I S X 3/4 SELF TAPPING SYS r:X2X 1/9 T;I=E a4aLL1Oh rA ANr VSN V PFJLLIC s8 X 3 4 SELF 1954 Sw. .TAPPING S4S Ai :--IF.; SEALANT BETVEEM wit;=-d F;.AP4ES SFQTl0N A -A l loco P•VJDESI[NER SILL (TYPJ R8 X 3/4 SELF TAPPING SMS j' I X 2 7/16 x i/e TUBS MULLION SEALANT BETVEE V HW.f FLAaGES - L KJLLIM 4G P.V./DESIwVER - - T!PX:AL MULLION TO CONCRETE O JAMB r <T .) i (APPLIES TO JAMS WHERE 1' X 4' n 1 S.'LL YP k 2' X A' TUBE MULLIONS A4E USED) QTrSELF13jySlCONCRETEORMASONRY f BY OTHERS + X2x3/3. VaOr- y 41 FI, p B.o.j# I SLICK BY OTHERS bdANiJFA NAi E x. 3/4 SELF L ,tl^A u tcx S+ TAFP1.kL Sr.S r'iE — f DEB";, LNS'•ALLATION ANOCR 3/16' B1A. TA.mCSh SORE V AV.F'-R' C'YPJ Ex-ERNAL MULLICA 1NSTALLAMIN CLIP, SE ON A —A (2) i Z F.V./DM NER - j— I4C9ELLCTYP.) 1 SILL CfY?.) SELF; ar-E X 3/4TAPPINGSMS $8 X 3/4 SELF 1 X 2 7/15 X 3/8 TAPPING SMS TUBE KI LICtia C X 4 X 3/8 1BE ML:.Li L' 1 1/4' MIN. ENBEasEt:T SEAL41T BETWEEN VTNXV MANGE — MLAwLU)N Rg X 3/4 SELF ' ``-e x 3/4 SELF 11100 Sal. TAPPING SMS \--,= S.ti TAMING SMSMEAD (TYPJ i+EAD (TYPJ SEALANT 8ETvEEN SECTION A -A (3) SECTION A -A (4 vmmv FLANS low P.VJI1£S:lGmER- SEALANT BE7wr_Eh F-1000 P.V./DESIGNER SILL (TYP.) wkIVf FLAa[zS SILL ('YPJ. AB X 2/4 SELF t T #e X 3/4 SELF TAPPING SMS TAoPINi SMS r1x4X1/8 I j-1Xt4X3/8VLLLMNTUD R8 X 3/4 SELF ' `ls8 X 3` SELF 100D St1 TAPPING SMS.. 10iw S TAPPIN'Z SMS titQ (TYPJ 6EAD (TYP.) se x 3/4 SELF TAPPING SMS i I= S.H. HEAD f.'YP.) SE_ TION A —A (7 ) f f FEB 15 Z002 . DETAI' H ELEVATIQ VIEWED FROM EXTERIOR ITUIMSEIR.. 2 n6G/ % 00 FLANGE -:SHEET -1 GF l TWIN HORIZONTAL MULL I ON ' SE& I ONS . SEE OTHERHER S _ LL . SHEE i 2 Or-,, 2. PvR DES.IGW PKSSURc CAPACITIES 4 7 1DD0 P.V DESIGNER SILL (TYPJ t8 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT I WINDOW FI L MULLION B y5DOy f—j'- 2' N-88 X 3/4 SELF t MULLION \_1000 SJL' TAPPING SMS HEAD (TYPJSEALANTBETWEEN FLANGES SECTION A —A (1) 100D .PV./DESIGNER SILL (TYPJ t8 X 3/4 SELF TAPPING SMS . IX27/16X1/8 TUBE MULLION TSEALANT BETWEEN WINDOW FLANGES- L MULLION 8 X 3/4 SELF 1000 Sii .TAPPING SMS HEAD (TYPJ SECTION A —A (3) vDNWW L MULLION SE N P.V DESIGNER SEALANT BETWEENr1000SILt (TYPJ WINDOW FLANGES L MULLION 8 X 3/4 SELF TAPPING SMS 1X4X1/8 _ TUBE MULLION . f8 X 3/4 SELF 3000 SH "TAPPING SMS HEAD (TYPJ' SECTION' A —A (5) IDOO P.V DESIGNER SILL (TYPJ t8 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION ALM IARY P1 TR A/DttRtul AICNOM VN£N REQUWXb APPLIES TO HEAD do SILL WHERE 1' X 4' tic 2' X 4 TUBE MULUONS ARE USED ATHING INSTALLATION MOM •8 VOW SCREW (TYPJ EXTERNAL MULLION DNSTALLATION CLIP ItB X 3/4 SELF FLONDA B.O. BY vooD K 8Y OTHERS — 10W S.H. TAPPING SMS . MAI*NFAC %LTM NHEAD-(TYPJ MULLION SECTION A -A w l000 P.v DESIGNER MAS' FILE # SILL (TYPJ A R8 X 3/4 SELF 1000 P.WDESIGMER % -- TAPPING SMS SILL (TYPJ ` 1 I X 2 7/16 X 3/8 L A / TUBE MULLION •8 X 3/4 SELF TAPPDG SMS4 2X4X3/8 SEALANT BETVM VINWV FLANGE L MULLION 08 X 3/4 SELF 1000 SiK TAPPING SMS MEAD (TYPJ SECTION A —A (4) I000 P.V./DESIGNER SILL (TYPJ N8 X 3/4 SELF TAPPD4G SMS 1X4X 3/8 TUBE MULLION 1/8 X 3/4 SELF 1000 S.H. TAPPING SMS MEAD (TYPJ SECTION A —A (6) TUBE Mu ION L 1 1/8' MIN. EMBEDMENT. - HEWED PROM EXTERIOR DETAIL @ APPLIES TO MEAD a SILL WHERE I' X YaI' X 2 7/16';TUBE MULLIONS ARE USED ALLITIW ANCHOR _ 48_ SCREV . ct".) MGM.. \- 08 X 3/4 SELF Eu TAPPING SMS 1000 S.H. SECTION A —A (7) HEAD (TYPJ I t/e' Nw d ENT - FLORIDA EXTRUDERS A° A Jet ME SER. 1000/1500 FIN SHEET i •OF.2 HORIZONTAL MULLION SECTIONS " SEE OTHER SIDE (SHEET 2-OF b FOR w DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE 2/6/02 SCALL' NTS DxG 1 HMF I N G 1coo F.V./DESIGNER sI L <TYPJ gE Y. 1/4 SELF TA:PPI G Sr.S 1 Sr Au4k- FL!+EB '12.7 v.K+ S- L M,,d..:.'"4.l1t SMxW It_TVEEN VDv, SOVFLAMMS R `- TA x 3/ SE i Mt!` MN TnPeiN. SMS L. <; YY.) WS IND2VFLANC y SECTION . A -A f ? ) i MEJ-Li.04- 1000 P.V./DESIGNER SILL < TYP.; e x 3/4 SELF TAPPING SMS i X Z 7/26 X 1/8 TTUBEMCLi1WSEALANT BETVEEN D^ VIMVFLANGES— L MULLION N-# 8 x 3/4 SELF I= S.M. TAPPM SMS HEAD < TYPJ SEALANI BETWEEN SECTION A —A f 3) WINDOW FLANGES t K3UMN IGM F.W./DESIGNER SEALANT BETVEEN SILL CTYPJ VINDOV FLANGES - 06 X 3/4 SELF L MA.LMN TAPPING SMS IX4X1/8 tuk r.;.a..-fuN it8 X 2/4 SELF IM SIR TAPPING SMS HEAD CTYPJ ECTOIN, A- M loco P.V./DES*GNE.RTYPiCAI MULLION TO CONCRETE 6 JAMQ r SILL (TYF.) (t,°PLIES TO IAMB WHERE 1- Y 4- J I a 2• X 4• TUBE MULUOtNS ARS USED) Q r- p X 3/4 SE;.F TAPP: K SMS t BY CONCRETEOR MASJNR7 I BY LiiicS J i i X ? x iE Tii3 K..LMN I ONE. BY r: L: R sT. OT'ttERSCENTRAL FWRMA B.O.A.F. i se x 3/A st.F TAPPIN SMS MA Ul A . NAMi : ; SEAR (; YPJ fLdR/DA FX T'RuDERS i ALAS= ME, # . 1COL P.V./LESw`:ER I t INS' A'_t.AMN ANCHU 3/16' ILIA TAA N S,r_V ANCHOR Mz.) i- EXTERPM K0..LL1% INSTALLATMN CLIP S._ L <TY-r., a i MEX3/4 SELF t TAPFiK'• SMS 1A P.V./D:SMNER X 2 7/16 X 3/8 o:LL (7YPJ Tii?= MiJLLiaN t t-.- 1 1/4• MIX rE X 314 SELF ii Ei1=aD!~ENT TAPPING SMS 1 SEALANT BETWEEN VINDOV FLANGE — I L KSLLIf,N s8 x 3/4 SELF IWO S.,TA.PP14CSMS HEAD < TM) SECTION A -A f4) Z, L ssi x 3/4 SELF TAilplsu sms 1DOoSH' HEAD ( TY:=.) SFVT; XQN "--A 2X4X3/ 9 TUBE MULLION 6 X.3'/4 SELF L'VAi223N TAPPINGSMSySECTION A -A M ( VIEWED FROM EXTERIOR IFLORIDA EXTRUDERS R °>A TIMMSER. 1000/3700 FLANGE SHEET 1 OF 2 HGRiZONTAE MULEION SEC"IONS S= E OTH R SIDE ( SHEET 2 LJf 2i f -R j DESIGN PRESSURE CAPACITIES I. inAwN HY:MSH APPROVED BY. I: i15 2W2 _ ;DATE: 2/.4 02 SCALEh`TS. nwc.: 1HMFi G' . . t 5 1000 S.M. JAMB (TYP) Ix2x1/8 1000Sx TUBE MULLION JAMB CTYP) B8 X 1/2 SELF e TAPPING SMS i X 2 X 3/0 TWO BY WOODTUBEMILLIONBUCKBYOTHERS i8 X 1/2 SELF 1 1/8• MIN. TAPPING SMS EMBEDMENT i l r-LJ 2 X 4. X 3/8 — SEAtANT BETWEEN SEALANTTWEEN TUBE MULLION . WINDOW FRAME VBYDIIV FRAM t MULLION t 1RLLI01 H18 X 1-1/2 SELF D8 X I-V SELF TAPPWG SMS TAPPING SMS SECTION A -A (1) SECTION A -A J2) -.. 1 X 2 7/t6 X i/8 1000 S.H. 1000 S.M. MULLION 1000 S.H.1 X 2 7/16 X 3/8 JAB ) JAMB CTYPJ JAMB CTYPJ TUB£ MUlL1Ol1 H78 X 1/2 SELF 88 X 1/2 SELF TAPPING SMS TIPPING SMS FRAMESEALANTBETWEEN VINWV t MULLION 88 X 4-1/2 SELF TAPPING SMS SECTION A -A ' (3) IX4X1/8 TUBE MULLION 1000. S.H. 1000 S.M. JAMB CTYP) JAMB (TYP) s8 X 1/2 SELF TAPPING SMS SEALANT •8 X 1-1/2 •SELFY WINDOW FRAME TAPPING SMS t MULLION 8 X 1-1/2 SELF, TAPPING SMS SECTION A -A (4) 1 X 4 X 3/8 ,• TUBE MULLION _ B•' DETAIL SHEATHING INSTALLATION ANCHOR l8 WOOD SCREW _(TYP) EXTERNAL MULLION INSTALLATION CLIP MILLION APPLIES TO HEAD di SILL WI4ERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1' X 2' 1' X 2 7/16' TUBE MULLIONS ARE USED f8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL D SCREW ILL CLIP SEALANT BETWEEN . I WINDOW FLANGES hV.=FRANX t )R1LL]DM EMBEDMENT TION A —A (7) SHCAO" DETAIL C AUXILIARY- PIATE CFOR ADDITMN& . ANCHORS, WHEN REOUiRED) A' A 48 SELF TAPPING— SMS (TYP) DETAIL R MULLION TAPPING2SMS F VIEWED EXTERIOR SEALANT BETWEEN VDCOW FRAME MLLLION SEALANT BETWEEN Dd)OW FRAMEaMLLMN 88 X 1-i/2 SELF TAPPING SMS SECTION A -A (5) D8 X-L--1/2 SELF TIPPING' INS SECTION' A -A (6) FLORIDA EXTRUDERS R . ORIDA _ Tte1.E:SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS f 820 SEE OTHER SIDE (SHEET 2-OF 2) _ FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: DATE-2/6/02 SCALE: NTS Dxc.: 1 VMF-IN y YG Sit -{ - I x 2 X I/? iQ09 Sit 1 X 2 X 3/8 T/.IBC MU LJ :AJAM-2(TYr.) T.IE: MULLION CTY=3 ONE BY WOOD_(rTAIL C Y._ AMit1 BILK by 071,ERS 1 1/a• MIN, NCRE77 OR MASONRY BY GTr+FRS T6 X 'G. SELF PX li2 IAS EMBEDMENT Q 4 4 TP=?;n{ SMS TA 7P.?RI4'USNS i I ' SCALAa 9ETWEEN 1 NSTAL-_ATMN-ANCSCR 3/1S' 1 MULLJv UP7.v.a3,EraPCf;7r R6 X1 /% SEA: 2 X_4 x -1-- S•'R•. V.. A*C ri (TY? ER: MU_ LS]N TAPPtIv. S?eS ArDi a SNS %SE M L..:r I ! S ! ON Cup TION A -_ A 1 SECTION' A -A (2) 1 r_L1. / ( 1 +- CA. MV _C-, r.G' Loh:RXaC 0 11W i1,(A-AL• ES HEADa SILL WHERE1 x t F : x- c 7/,6 x :i6 TUBE MULL' ON I X 2 7/16 X 3/6 I t1J S,ti - JAMB CTYPJ L— 3i L t X :' L£f Atuairws AR£ 'S:O). Y 1614 S1- 1'_i !3 S.H TUBE Ml!'.Lit N JAM? CTYPJ . RAMS (TYP.) ETA 11 MQ X 1/2 SELF C-INSTALLATIIIN ANCHOR sS X1/2 S-IL 48X 1/2 SELF TAPPM, S-S I v BLA r TAPPING SKSITAPPINGS.kS SCREW .FNCHOR CTYPJ SILL {LIP I 1= S.M. JAMj B ( TYPI 1 WT BETWEEN WINDOW FLANGES MULLION 08 X 1- 1/2 SELFPP TAMING SMS SE•C11ON A — A (S) 1 x S X 1/6 TU2E MULLION ALM 48 X 1-1/2 SELF SEALANT XTWZEN SEALANT BEE EETWE N TAPPINGSMS AW'tS 1 1/a' Mlti a MULLION SECTION A —A U7; Q —7 s*9 Y. !-I/2 SELF 1 TAPPING'.SMS DETAIL C F.ECAST SILL 8Y OTHERS SECTION A -A ( 4i e_Ixl 1aRY Pi aTF 1 C;'r-% . ADD: TIL"AL ANCHORS, Wl_ N REQUIRED) 1. TUSE MULLION _ I ., 0• Q r• r ' JAMS CTYPJ . f1 1 8 X 1/ 2 SELF s8 X 1/2 SELF TAPPING SMS TAP P'W,, SMSBE SEALANT TWEEN VNIMRANG-_S i MULLION 118 X 1- 1/2' S£LF TAMING SxS SECTION ION A — A. i 1 7 . A _li ti E) 0Off SMS (TYP.) O gEWED FROA! EXTERIOR FLORIDA EXTRUDERS= ,°F ogmA TTT'LE: SER 1000/ 15 ,0--:FLANGE' SHEET 1, OF 2 VER Ly_ M.,_! iLN SE''Ti.[JNS SEALA.N T' LL'TVEEN - .. varsr. PLANGES + SEE. LATHER S I DDE < SHEET' c "Dr 2) r j7r2 X !-1/2 SELF SE"LF Dr-SI G d- PRESSURE, CAPACITIES t8 TaPPI1.Gsrs FE81 ?C DRARN ram: r s -AP - PRovED s1r: J^l iIfJ.v A -A p i _ DATE:2/ 1 /C2 SCALE: NTS DWG.: 1 VMFLG i /- 1 X 2 X 1/e 10M S.H. - I x 2 x 3/e `°;; A! 1GGi S.r JA„Q C'YP.1 TUBE W—LIMN :Am ^YP: 1 T::S MUL_Ii?N T"PiCAL Vr'i A: 7i; rGR'2 tiTAL l,iULL10N TO N:i11+G:M 8 x 1/2 SELF X OR ;_:X PJLL lie X 'r SELF t 2 X 4 X .3/sTAP-=Y Ti"SMS ao. a•NG S;.S htTFR,tiAL CLP St 1A P£TtlL6N SEA; Am istL.t?i . VINyi1V FLANiSEi •-:• n,:.; v f ANGtS . i .. \ YiE x I-112 S-LF Ij , L r&UION i tA3,h Ax hG SMS x ./2 SLF TA:=P"k SNS i- 4d X T/? S u SECtT^N 4-A (tS.CT:r ti A-fi TAB=.nv s i ;X OR 2X MtLL ( rYp) ION sd!i IX27/16 X I'e X 2 7/1E X 3/f SEC' TUe< MVLUC I r ' INSTA LATIat VC4CR l; C Sti mos SM TUBE PU-LLIGN , JAMS CTYP.) .fAM3 CTYP3 SEALANT 3£TVEEN %e X 1-1/2 SELF #' 3/ L' DIX TAPCM YlNMV FLANGES I SCREW ANCHCR LTYP . L ! iM_LMN TAPPI St!S }• SECTION A —A (7) S[•_L CUP e8 X 1/2 SELF s8 X 1/2 SELF TAPPING SMS TAPPING,SMS i Q. A VV • Q N1N. 77 t ._ ENfi£ iktENT Q PRECAST SILL 8T OTHERS SEALANT 3£TVEEN SEA AvT BETVE£N AUXILIARYP1ATE WINDOW S' VLkG1U FUb'IGES-L MAMON e X 1-1/2- SELF a23 As7sITIINtAL!!AC.+4S, vrN REQUIRED,L !,MLION TAPPING-S•4S . 1 t .,1 SECTION A —A (3)TrwPi , sKs SEs—,110 A —A (4) 1 X 4 x I/e i X 4 X 3/e A 6 I— - jjIIIia TU2M•. PL E LI714TU UOMN _ M 1 1 i — i 1 OBf l .° 7JTdPTPyIP+.G „J Z/,cro a "`;4•} ELEys. TfC3fti Q Iwo J w1 iYG •t•1sV ikri: f f E N+:. .TY.^.. FLORIDA EXTRUDERS A'I,' rW INC 1s x i/2 SELF ne x 1/2 SELF # 6 SANFORD; F7ARIDA TAPPING SMS TAPPING SMS _. . SEALANT 9ETVaN SEALANT BET'V££NVINMW FLANGES VLYII3V'F_AN S i18 X 1_V2 SELr L wALMK . - L' MP_LION TAPPING SMS A8 X 1-1/2 SELF SECTION A —A f5)raPPTNG srs S'L".TFOP: A-P. f ; t :SER iao0/ i5GC FLANGE SHEET 1 OF-2 VERT I CAL kULL I ON . i Ntb HOIR I ZONTA_ SEE .OTHER SILK C SHEET- 2. Of 2) .FOR`' DES i GN:, PRESSURE CAPACITIES I1.,T IESFEB152G02 i3RAlIN BY' MSl-i= APPROVED BY: - . DATE:2/6/ 2 SCALE: N i S Dwr..: IVMHMF LG,. . 3/ SEALANT BETWEEN APPLIES TO HEAD & SILL WHERE I' X 4" VINBOV FLANGES & 2' X 4' TUBE IAULUONS ARE USEDLMULLIONAUXIIMYPwaTGDETAILC WOR ABUTId+K ANCMORS..WNp ACDA J) 2W P.V./DESIGNER 2000 P.W DESIGNER SILL CTYPJ SILL CTYPJ 0 OTTAI X 2/4 SELF B8 X 3/4 SELF SHEATHINGPINGSNSTAPPINGSMS Ix27/16X1/9 1X27/16 X3/8 . 10 TUBE .MULLMN TUBE MULLION DiSTALLATItxi ANt 88 Vt>OD SEALANT B£TViEN SCREW CTYPJ VDiDDV FLANGES 0 L MU LION EXTERNAL MULLION TVO BY Vt D INSTALLATION FLIP BUCK BY OTHERS X 3/4 SELF rs X3/4 SELF PPING SMS 1000 S.M. TAPPING SMSMULLIGN BEADCTYPJHEADCTYPJMP.V DESIGNER APPIlES TO NEAP k Su WHERE 1' X Z' SECTION A —A (1) SECTION A -A (21 SILL cTrPJ n uL a 1' X 2 7/1r. TUK Uuu;O s ARE usm k8 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION ^° TMJ.ATION ANCHOR WOOD A B.O.J•F• cpTYP seLv FLORMTFKTVtN T+. MT NORM CLIP CE` ice • WINDOW L MULLION NwcriSEMBEDNT ENtEn f/B' MMe[OL1va # I L BFTAVL FSEALANT BETWEEN SEALANT BETWEEN 88 X 3/4 SELF WDCBOW FLANGES WINDOW FLANGES TAPPING SMS L MULLION MULLION- 20M P.V DESIGNER SILL CTYPJ r 2000 P.V DESIGNER 1000 S.K HEAD E1.YPJSILLCTYPJ88 X 3/4 SELF TAPPING SMS 1 X4X1/8 8 X 3/4 SELF SECTION A —A (51 TAPPING SMS 1 X 4X3/8. i TUK MIALION TUBE MULLION FLORIDA EXTRUDERS"°A SER. 2000 FIN SKEET I •OF .2<; yr c fiwf! HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2. OF 2) FOR 48xa4.SELF TAX 3/4 SELF DES. IGN..PRESSURE':VCAPACITIES 1D00-SJi TAPPING SMS 1000 SJi TAPPING SMS T, HEAD CTYPS HEAD CTYPJ I EB 2W2 DRAVN BY: MSH " APPSOVED W. SECTIONA —A SECTION A -A (4) ,,.. DATE:2/6/02 SCALE: NTS Dwc.: " "2HMFINTR 30 2000 P.V DESIGNER SILL CTYPJ 08 X 3/4 SELF TAPPING SMS IX27/16XUS TUBE MULLION SEALANT 7ETVEEN ` SEALANT BETVEEN V1NDW FLANGES WINDOW FLANGES1 L IIU LION L MI I ION f8 X 3/4 SELF POGO S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (1) TYPr-4L MUU JON TO CONCRETE O &us APPUES TO JAMB WHERE 1* X 4• DETAIL 6 k 2• X 47 TUBE MULLIONS ARE USED) Q r2000 P.V./DESIGNER SILL CTYPJ CONCRETE OR MASONRY_ UN8 X 3/4 SELF BY OTHERS TAPPING SMS I X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIA. TUBE MULLION TAPCON SCREV ANCHOR CTYPJ E' BY VOOD _ IEX LONTION CLIP BUCK BY QTHIFRS 2OW P.WDESIGNER MILLION 8 X 3/4 SELF SILL CTYPJ 2000 S.M TAPPING SMS HEAD "J #8 .X 3/4 SELF SECTION A —A (2) TAPPING SMS 2X4X3/8 TUBE MULLIONSEALANT Q F• EN 4 .1/4' MIN. tt i biis+ ftEMBEDMENT MULLIONMULLION_ ... _... LNuu_ . FILE # R8 X 3/4 SELF SEALANT f1ETWEEEN STAPPING' SMS _ .. L MULLIONWINWW POGO S HL 2W P.V DESIGNER 2000 P.W./DESIGNER HEAD CTYPJ sD. t mrPJ sDa-aYPJ SECTION A -A (5) UNBX3/4 S£LF - - TAPPING SMS 0- 19 v V, I / I X 4 X 1/8 TUBE MA.LION 48 X 3/4 SELF r— A L A TAPPING SMS _. 1X4X3/ 8 _ TIME MULLION ELEVATM VIEWED, FROM EXTERIOR SEALLAWNT SET VlKDOV FLANGES F'LbRIDt ; EXTR JDERS SWO D. FORMA WEEL NwLUONH - xr Lz: SER. CI¢Q, FLANGE SHEEN j TRIPlE HORIZQNTAL MULLION SECTIONS 13 X 3/4 SELF _ - N X 3/4 SELF • j l TAPPING SMS 2 o Sx TAPPING SMS SEE OTHER SIDE C SHEET 2 OF .2) FOR 1EAD mrPJ_ ._` FAD CTYPJ DESIGN "RRESSURE`CAPACITIES`'=_. . SECTION A -A (3) SECTION A -A (4) ''k: "- x: B iu wx sr: MSH 20 . ; ntoY>Yn Br.`.' bwr;.:,L i:2H FLG-TR-- 2000 S,H. 1 X 2 7/16 X 1/8 2000 S.K 1 X 2.7/16 X 3/8 JAMB CTYPJ TUBE MULLION JAMB CTYP.) TUBE MULLON DETAIL TYPICAL VERTICAL TO HORRZONTAL MULLION TO MULLION 2X OR 2X MULL 8 X 1/2 SELF 98 X V2 SELF TAPPING SMS TAPPING SMS INSTALLATION SCREW INTERNAL CLIP 2X4.X3/8 TUBE NU -LION _ . _... I - . ' ' ' I .. I - . juLSEALANTBETWEEN.: SEALANT DETWIEEN '#8 X 1-1/2 SELF 2000 Sit vv4 w FLANGES viNDo ` _ TAPPING " JAMB (M.)1X OR 2X MULL8.X 1-1/2 SELF TAPPING SMS- c DETAIL 8 8 X 1/2 SELF SECTION A -A (1) SECTION A -A (2) 1 NNW Alm TAPPING SINS BCSTAULATM ANCHOR 3/16` DIA. TAPCON SCREW ANCHOR CTYP. 1 X 4 X 1/0 1 X 4 X 3/8 c SILL CLIP TUBE MULLION TUBE MLLL113N... Q 2000 &K 2000 Sit SEALANT B-fUNGET #88 X1--1 IS JAMB CTYPJ JAMB CTYPJ Q .. ENBEDNENi SECTION A -A 'd5) .._ .. Q _.: PRECAST SILL BY OTHERS 8 X 1/2 SELF 18 X 1%2 SELF AUXI_1ARY 'PU1TE TAPPIt i SMS TAPPING SMS WM ADDITIWAL ANCHORS, -WHEN REWINETD OV i SEM.ANT 11ETWEEN SEALANT TWEEN #6 X 1-1/2 SELF WINDOVwFLANGES WINDOW FLANGES TAPPING SMS L H LMN #8 X 1-1/2 SELF L HwumN A A _ TAPPING SMS l4lLliGN SECTION A -A (3) SECTION A -A (41 0 e_ SELF TAPPING ; - _ SMS CTYP.) -"T1ONVIEWEDFROMEXTERIOR QD.- FLORIDA EXTRUDERS xn°hdRMi I rrtsi, SER. _ 2000 FLANGE SHEET It -OF 2 V VERTICAL --MULLION INTO'NORI20NTAL'. oR! SEE OTHER SIDE. CSHEET-"2--13F )FOR; s DES I GN -PRESSURE ' CAPAC TT=i ES --,, A ZD m—uil BY- JBH APP1ZOM BY:-• DATL-2/2/02 -, SCAMNTS_,_ T11NG- 2VMtI FLG_.. 9 a SEALANT BETWEEN iNDOV FLANGES L MUAMN AMLIARY j '• 1• • OW ANUM w MCHIMM WHINrtEotmtFm DETAIL C LQJItfLL U' L a LfiiL NAb'F * . APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED THING Milo A WAa1 INSTALLATION ANCHOR #8 WOOD SCREW CTYPJ 2000 P.V DESIGNER 2000 P.WJDESIGNER SILL CTYPJ SILL TTYPJ O 9 X 3/4 SELF i8 X 3/4 SELF, EXTERNAL- MULLION TAPPING SMS. TAPPING SNS TWO BY WOOD INSTALLATION CLIP BUCK BY OTHERS 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 TUBE MULLION `TUBE MULLION MULLION .. SEALANT BETWEEN WINDOW FLANGES xr n N— 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) XNLANT BETSEALWBETWEEN WINDFLANGES WINDOW Aft a. MU.13tXi' a MU.LION 2000 P.VJDESIGNER SILL CTYPJ R8 X 3/4 SELF TAPPING SMS I 4 X1/8- TUBE MULLION N8 X 3/4 SELF 1000 S H TAPPING SMS HEAD CTYPJ , SECTION A -A W 2000 P.V./DESIGNERr A SILL (TYP.) 08 X 3/4 SELF 1 1000 S. H. TAPPING SMS 88 X 3/4 SELF L - A HEAD CTYPJ TAPPING SMS SECTION A — A (2) // T2UBE MULLtoM IFes— 11/8' MI EMBEDMEN fl.FJf SEALANT BETWEEN " 'VIEWED FROM EXiFRXXR VINDaV FLANGE L' MU LMN _ DETAFL B _ APPLIES 2 HEAD, k Sp L ILLION 1' X Y k-q•...X27/76'-TUBE MULLIONS ARE USED atwrwaa ALLArRIN ANCHI R vow sctcv CTYP.) 2000 P. V./ DESIGNER 08 X 3/4 SELF Nam t SILL CTYPJ' TAPPING SMS LF TAAPPING S14S 1000s.H. SECTION A —A (5)L1 X 4 X3/8 HEAD CTYPJ EH T TUBE MULLION FLORIDA EXTRUDERS RmRmT' a1., Ixc SAMIW. FLOMA u: SER. 2000 FIN SHEET I OF 2 _ .. TIEB TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET.2 OF '2) FOR 18 X 3/ 4 SELF DESIGN PRESSURE CAPACITIESTAPPING SHS 1 0001EAD ( CTYPJDRAWN BY: MSH APPROVED. BY. - SECTION A —A ( 4) :.' DATE:2/6/02 I SCAM- NTS,- nxc.:: 2HMFINTW- 0 2000 P.V /DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPING IX27/16X1/9 TUBE MULLION SEALANT BETIVEENI--J] w,vmw n-4mGES.- t8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD CTYPJ SE ON A -A (1) TYPICAL MULLION TO CONCRETE 0 JAMB WPUES TO .M8 WHERE 1' X 4- DETAIL c 2' X 4' TUBE MUUJOMS ARE USED) _ Q CONCRETE OR MASONRY 2000 P.V DESIGNER BY OTHERS SILL (TYPJ f8 X 3/4 SELF TAPPING SMSIX27/16X3/ TUBE MULLION S X 3/4 SELF 2= SJ1.:TAPPING SMS HEAD CTYP)_. SECTION A -A (2) SEALANT BETWEEN WMDOW FLANGE t MULLION 2 EpJtt}}tliN: SEALANT BETWEEN WINDOW FLANGES t MULLION 2000 PV DESIGNER 2000 P.V./DESIGNER 6 SILL .) r SILL CTYPJ B8 X 3/4 SELF / •9 X 3/4 SELF TAPPING SMS TAPPING SMS i X 4 X 1/8 1 X-4 X 3/8 TUBE MULLION TUBE MULLION h INSTALLATION ANCHOR 3/16, DX TAPCON SCREV MOM (TV.1 8 ONE HY V D! LION IEX CLIP H = BY OTHERS_ Q MILLION 2000 P.V DESIGNER SILL ( TYPJ 8 X 3/4 SELF . LAPPING SMS ;. 2 X :4,X 3/8 Q TUBEMULLEN4.- 1 V VMIN. EMBEDMENT TAtL— S IBr—" A 09 X 3/4 SELF TAPPING SMS L A 2000 S.H. HEAD CTYPJ SECTION A-A(5 A-A (51 MEWED FROM EXTERIOR FLORIDA EXTRUDERS-. RMe FL1hm- SER.. 2000 . F.LANGE' - SHFET "1, OF, . 2 .-_ TGIN HORIZONTAL "MULL IbW:tECTIONS SEE OTHER SIDE < SHEET -2 OF ~2)- FOR DESIGN, PRESSURE-. CAPAC,iT.IES 1 F 8 20 IbR&WN BY: MSH APPROM -ar. 7 SEALANT XTWEEN vDNDOW FLANGES L MULLION AUXI tai'....i, RY PLiTE OW ADS ANCHM MEN kCaAKM O CENTRAL FLORIDA B.O. A. F. APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULUONS ARE USED SHEATHING 2,A1tTLiFALCI'€iF F NAME:. . o -o fL D/Q/14 F.yT'i (J4fRS — — iS3d9L.7 LL' R FILE # 'J M,LLmN INS : TALLATMNANCF t •8 WOOD OSeRfv CTYPJ 2000 RVJDESIGNER 2000 P.VJDESIGNER SILL CTYPJ ... _ .... ... SILLCTYPi8 X 3/4 SELF f18 X 3/4 SELF INSTALLATION Celt TAPPING SMS TAPPING SMS, TVO BY WOOD BUCK BY OTHERS I X 2 7/16 X 1/8 1 X 2 7/16..X 3/8 TIME MULLION TUBE MULLION MILLION SEALANT BETWEEN VIMDOW FLANGES L ML LMN ell DEIAiL.D - A 2000 P.V./DESIGNER SILL QYPJ l I, / It8 X 3/4 SELF 1000 8 X 3/4 SELF TAPPING SMS A NS X 3/4 S.H. TAPPING SMS i000 IN. f TAPPING SMS HEADCTYPJHEADCTYPJ2X4X3/8 / SECTION A —A (11 SECTION A —A (2) TUBE °" 1 LENT EMBEDMENTnpmTIONSEALANT BETWEEN _ VIEWED FROM:EXTERIOR WINDOW FLANGE DETAII APPLIES MEAD 70i SILL -WHERE V X r L KLLMN : k I' X 2 711r TUBE ULUJO04 ARE. USED SEALANT BETWEEN SEALANT S TWEEN_ CT10N A -A (S) CTYPJ rim WIU{1t . Are vatic saeEv VO4MV FLANGES MULLMN L MULLION L. Ham ajp SILL CTYPJ 2000 P.VJD£SIGNER4TAP IGNER E8 X V4 SELF . TAPPING SMS N8 X 3/4 SELFX 3/4 SELF TAPPING SMSPING SMS X 4 X 3/8 1000 S.K. HEAD CTYPJ ENiEJk CT1X4X1/1 TUBE MULLIONTUBE MULLION FLORIDA. EXTRUDERS INTERNATIONAL, 'Nc SAmim.. FIDWA TITIz: SER. 2000 F IN SHEET .1 F HtIR I ZflNTAL " MULL IQN SECTION; _ SEE OTHER SIDE (SHEET 2 OF. 2) .FOR 8 X SELF X 3/4 SELF DESIG N PRESSURE.CAPACITIES 3/4 TtNG. SMSPPINGik£ IfcTYPJWAADIMm7aDRAMABY.M$H ,;__ APP&OVED BY --- SECTION A —A 0) SECTION A —A (4) DATE:2/6/02 ISCAM NTS - D1fO: 2HMF IN :_ rYW-AL MULLION M CONCRETE 0 JAM rPUES M JAMS WHERE 1' X 4' DETAIL 2X 4- TUBE MULLJONS ARE USED) SEALANT BETVEEN CONCRETE OR MASONRY VneowFLANGESVDQOVFLANGESBYOTHERSMULLIONLMULLION2000 P.V./DESIGNER j20M P. VJXSIGNERINSTALLATION ANCHOR 3/16' VIA, SILL (-) SILL (TYP.) TAPCOM SCREV ANCHOR CTV.) 8 X 3/4 SELF #8 X 2/4 SELF EXTERNAL MULLION TAPPINGSMSTAPPINGSMSONEBYVOOD--',--' ---INSTALLATION CLIP IX27/16 X 3/8 I x e 7/16 X 1/9 TUBE KXLION im By 01.1.mTUBE NUILLION MULLION 2000 P IGNER SILL ( os S X 3/4 SELF TAPPING SMS 8 X 2/4 SELF *8 X 3.14 SELF i / I . I 2000 sit TAPPING SMS 2000 Ski -TAPPING SMS —p it 4 X 3t8 HEAD CTYP.) HEAD (T YP.) TlUBE.MlULLION SECTION A -A (1 SEOON A -A (2 L) 1/4' MIN. SEALANTRE7VEMVVWV FLAMM EMBEDMENT L MULLION cEghLkL r— A L X3/4 SELF TAPPING SMS SEALANT XIVEEN SCALANT,PETVEEN VVCXV FLAMES VINDOV. FLANGES S. MULLION 20M Sri 7 I MULLION HEAD CTYP.) 2000PV./DESIGNER 2M P.WJDESIGNER SILL C 3 -. SECTION A -A (5) Ore X 3/4 SELF Su CTYP.) 8 X 3/4 SELF T TAPPING SMS 'Eii X4, X IA . I // I x 4 X 3/8 VAT10N TUBE MULLION TUBE MULLION vimm.'Omm ocrmoR MEMMONJAL INC, suFLORIDAEXTRUDERS.-,SMF0lW. FL T SER. SHEET -1 OF:, 2 m& 20MFLANGE A. 8 Mo X P 3 0 IE RTA Pto X V TAPPING T S TAPPING SMS HORIZONTAL MMLION, SECT ibli4i w # 8 X 3/4 SELF s«aX 3/4 SELF SEE OTHER SIDE ( SHEET 72 OF 2).: FOR TAPPINGSKSTAPPINGSMSMIADESIGN 'PRESSUR&- CAPAC144 ES HEAD CTYP.) 7-- WAD ( TYP.) 0PRbVb SEGnONA -A (3) -St&f6N A -A A DkkwN BY. MSH ay TWO BY MOOD At BUCK BY OTHERS 1 1/8, MIN. EMBEDMENT am SA emS.H JAMB (TYP.) 1X27/16X1/8 JAMB CTYPJ i X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION 2 X 4 X 3Y8 TUBE MULLION SHEATHING t8 x 1/2 "SELF TAPPING SMS t8 X I/2 SELF TAPPING SMS INSTALLATION ANCHOR 09 WOOD SCR£W CTYPJ EXTERNAL MULLION INSTALLATION CLIP S.M. JAMB CTYPJ APPLIES .TO_HEAO & SILL WHERE 1X 4' Y X 4• TUBE MULLIONS ARE USED SEAL 064T BETWEEN SEALANT KTWCCN t8 "X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1' X T' I MULL ON VDIM FRAME7APPiNG IuLIONSAPS V X 2-7/16" TUBE MULLIONS ARE USED t8 X 1-1/2 SELF CB .X i 1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SINS 08 WOOD SCREv SECTION A —A (1) SECTION A —A (2)" SILL CLIP LVaiit9ar. FWMA O.A.F.. lUF1' . TAPPING SMS CMMMW FLANGES1 1/B' NDC. E!' B "r GoRrnfl flr)t, - SECTION A —A- 5) i . sNun+Lrrc - DETAIL C vooa rRAwLrc 1 X 4 X 1/8 1 X 4-X 3/9 AUXILIARY PLATE- CFDR ADDITIONAL=ANCHORS.-VNEN REQUIRED) TUBE MULLION TLSE MULLION 2000 SJi tow SA A - A. JAMB CTYPJ JAMB YTYPJ t8 SELF, TAPPING It8 X 1/2 SELF t9 X 1/2 SELF SAPS CTYPJ:_ DETAIL B MULLS TAPPING SMS TAPPING SMS YIEWEi) FLORIDA-'_ EXTRUDERS Z, Ixc 1a4 - - SANF4RD, FLORIDA TrrI, E:SER. 200cr SHEET f Of 2 VERT I CAL .MULL I oN:: SECT .IONS SEALANT BETWEEN SEN.ANT BETWEEN SEE OTHER SIDE C SHEET 2 OE f FORMB.L10N I r r 2) DESIGN.. PRESSURE-'CAPACITIES X. 1-1/2 SELF"- - .,... _. a...X i 1/2 SELF TAPPING. SMS TAPPING, SMS s b 5 , D12A11HBYMSHAPPROVED BY: SECTION A -A (3) =- SECTION A —A (4) DN12E2/6/02 sceLE NTS D1fC»; 2VMEIN 3 SH. i X 2 7I16 X 1/8 2000 S GIVE BY VOOD DETAIL_ Q i X 2 7/16 % 3/8 1B RYPJ MBEKAAMN. JAMB (TYP.) J TUBE MULLION ONE BY OTHERS CONCRETE 13R MASONRY' 1 1/4' MIN Q BY OTHERS EMBEDMENT 4 ' Q t8 X 1/2 SELF 8 X 1/2 SELF TAPPING SMS TAPPING SMS A"XI-V2SELF INSTALLATION AKOM 3/16' IILR TAPCON SCREW ANCHOR RYPJ EXTERNAI MULLION 2 X 4 X 3/8 S AILATIOH -CLIP i SEALANT BETWEEN SEALANT ]ETWEEN TUBE MULLION. 1. MULLION L MUMN 2wo Sit lYPIG1 -AlULLION TO CONCRM O HEAD TAPPING f8 X 1-1/2 SELF JAMB RYPJ MULLD31 APPLES TO' HEAD & SILL .WHERE 1' X 4 SMSTAPPMGSMSbe1'_ X '"4' TUB - ULLL ONS -ARE USED) SECTION A —A (1) SECTION A -A (2) t8 X 1/2 -SELF TAPPING SMS DVSTALLATDNV ANM 1 X 4 X 1/8 1 X 4 X 3/8, 3/16' DI& TAPCON SCREW ANCHOR RYPJ TUBE NU LIDN TUBE MULLION SILL CLIP 8 X 1-1/2 SELF SEALANT-BEiWEEN Q 1 TAPPING. SMS WINIOW-FLANGES 2m S.H. RYPJ 2m SA RYPJ L MULLiOrt SECTION r 1 1/4' K Q `. 48JAMBAA"(5) DETAIL G. RECAST -OTHERS ffffit- ADDITIpNAL ANCHORS WHEN REOUI M 118 X 1-v2 SELF t8 X 1-1/2 SELF sNS RYPJ An. 9 MULLION TAPPING SNS TAPPING SMS ELATI SECTION A —A (3) 'SECTION A -A (4) VIEWED FFROM EXTERIOR O FLORIDA EXTRUDERS "O'C D![ ANUI''ACT'3-N SANFORD. FLURIDA: L4 VERTICAL MULLION SECTIONS FRE # — f 18 SEE QTN Bx S -DE {;SNEET.;.2 rQF 2) FOR: DESIGNPRE-5SURE-Ci4PACITFES. -. ; DRAWN BY: JBFi Z., I PRODUCT CONTROL NOTICE Or ACCEPTANCE Prcmdor Entry Systems 911 E. Jcferson, P.O. Box 76 , Pittsburgh ,KS66762 M[ AlYII-DADS COUNTY. FLORI METRO- DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFFI METRO - DADS rLAGI.R.ItnUI1.nI' 141) wrist rLAct-m intls rr. Surds I MIAMI. K( RIDA 33130.1 305) 375-2701 FAX (305) 375.2 c: otyTRAC." OR t.tct:rvatvc. St.c.T 303) 375.2$27 VAx(3as)373.: cow• ntAcMroR rN ottct:atrwr nivi : 305) 373.24)" FAX (101) 375 : rttot) uc. r coN•rttot, un•ta 305) 373-2902 VXX (ins) 3724 Your application for Notice of Acceptance (NOA) of Eittergy 6-8 S-W/E lnsiving Gtazcd 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 -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. if I product or material fails to perform in the approved manner, BCCO may revoke. modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if ii determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Code. The expense of such testing will be incurred by the manufacturer. c- ACCEPTANCE NO.: 01-0314.2a EXPIRES: 04/02/2006 16ttt tcoanguez Chicuf Product Control Division ILIM IS THE COVERSHEET SEE ADDITiONAL PAGES_ FOR SPECiFIC AND GENERAL CONDITIONS BUiLDING CODE &C PRODUCT REVIEW COtiIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi CodeandProductReviewCommitteetobeusedinMiami -Dade County, Florida under the conditions forthabove. APPROVED: 06/05/200 i Att-. 0-4" Francisco J. Quintana, R.A. Director Miami - Dade County Building Code Coanpliznce 011ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE O1; ACCEPTANC[:: SPCCI IC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptancc No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepts designed to comply, with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 21 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-E`V-I, Shcets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelitcs in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active icafo 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 hurrit protection system,. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREiiENTS 6.1 Application for building pctmit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptancc 6.1.2 Duplicate copies of the: approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly marked to show the: components selected for the proposed installatio 6.1..3 Any other documents required by the Building Official or the South Florida Building Co- SFBC) in order to properly evaluate the install on of this system. Manu I Pcrcz, P.E. Product CoC Exam Product Control Division Premdar Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 700 April 02_ 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS t. Renewal of this Acccptancc (approval) shall be considered aner a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this aceeptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi. submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for terniination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be 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 Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF "fill IS ACC1'P '1\NCE ManuefPcrcz, P.E.; Product Contr kum ProduELG66trol Division COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 210" (Application Filed) 3,0" 3'6" Not Listed Not Listed — — X0, OX, OXO 1 t 2'8" + 1'0" COP-WL-MA0143-02 02-0419,08 Application Filed) 52.0 NO 2'8" + 17 2'1W + 1'0" 2'10" + 1'2" 3'0" + 1'0" TO" + 1'2" IV + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0' + 2'8" + 1'0" 70" r 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 21" + 2'8" + 2'8' 210" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 1 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 c NO i 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads forbuildingsandotherstructures). National, state or local bui'ding codes specify the edition required. 5. Masonite Wernrional structural, cyclic, air, waler, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA20-1. 0 0 ak gaff MOVEK" I i1.YXG'1. ASS ANTNY 1,00A% N--T .i rwp." U..rDew. DAa029. iW 0. cbwY 'Ivorow aax.n 0"PW41"em" it swdiolims,onq" morooues Masonite international Corporation ocod -U ita W C11XV'V;mw "4tift. COP-WL-MAOIDO.02 FIBERGLASS DOORS Glazed Units 6'8" Helght — Outswing 2'6" X 2'8" 2'10" TO", I 1 T8" a 1'0" 1 2'12'13_" + 1'0" 3.C" _ 1.0" 3'0" 12" 1.0" + 2'8" + 1,0" -- 1'0" + 2'10" + 1'0" XO. OX. OXO 17" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" l'O" + To" + 1'0" IT + 2' 10" + 1'2" t 1'2" + 3T + 1'2" I 2V r 2'6" + 2'6" j2'8" + 2'8" + 2'E" 2'1c" + 2'10" + 210" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 2'10" + 2'10" XX. OXXO 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2T 2'10" + 2'10' + 210" + 2'10" I 3'0" 137 + 3'0" + 37 COP-WL-MA0161-02 Not COP-WL-MA0163-02 COP-WL-MA0164.02 COP-WL-MA0162-02 COP-WL-MA0165-02 02-0418,03 Application Filed) 55.0 Not Listed 02-0418.03 Application Filed) 02-0418.03 Application Filed) 55.0 55.0 NO t 1 . 02-0418.03 Application Filed) 55.0 02-0418.03 Application Filed) 55.0 NO NO 1. Occr arrangements using fewer panels than what is shot- i in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe 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 A geographic location is determined by ASCF 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 -trade 8CCO protocol PA201, PA202 & PA203. 1 Oakcraff w_:...1.: ,..n lam.." -fir" •-` t.avrr.e r sr.n I .a..,w.'.t Alt A:NTNV 000At N-46-4F6.tun F.,V—; i n H r'i+Ia•n / ADrr i9. I047 Oocwww.yro am of Prot ko ;niumvenwd r4k" so6ficaions. otsir w msuct MatOniie Internattonil Corporatior. Gew iekv roar" vmwq rouge. C0PAIIL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing InternationalArrangementAlasonite COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NOt X Singles (width) 2ro• 2'6" 2'e" 3,p" 3'6" Not listed Not listed Arrangement Xv. OX, CM) Vulliples V + 1'0" Internationalt COP-WL-MA0148-02 de OCCO 02-0423.01 Application Filed) r• Rating 40.0 Impact-i NO 2'8" + 1'2" 2'110" + 1'0" 210" + 1'2" To" + IT l 7 + 1'2" COP- WL-MA0149.02 02. 0423.01 Application Filed) 40.0 NO I I2' 110' + 1'0" 1' 2' + c 8" + 1'2" 1' 0" + 2'8" + IT 1' 0' + 37 + 1'0" 1' 2" + 2'l0' + 1'2" 17" + 3'0" + 1'2" 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 21" 2' 10" + 2'10" + 210" V+ 3'0"+TO" I i XX, OXXO 2' 8" + 2'8" COP- WL-MA0147.02 02. 0423.01 Application Filed) 40.0 j NO TV + 2'8" 2' f0" + 2'10" 3' 0" + 3'0" 2' 6" + 2'8" + 2'6" + 2'6' COP- WL-MA0150-02 02- 0423.01 Application Filed) 40.0 NO 21" + 21" + 2'8" + 2'8" 2' 10" + 210" + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Votes: 1. Door arrangemanis using fewer panels thar what is shown, in the above chart also comply under the product approvals shown. 2. Assembly details are avaitab'e from. the Masonite international website (www.masonfle.com) or from the technical center. 3. lnswlanon ins?re,14is are availa3le from the tiasonile International website (www.rnasonite.com) or from the technical center. Achia; design pressure requi.ament for a spaci`ic cuilftg 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. Masonile International structural, cyclic, air waver, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 ,& PA203. Oak raft MTEK' 1' 1Y1.Xn1.A3A RNTkV DOORt w.IrvN AV,,— C-7 D. a .. a+ can:nOK VC. -VIM of ureGu t arp.om Mm n•kef tV.::.::w. a:qe ; 7,n:1 Ma:onita tntc national Corporation ai' fat Art .9 '.•w<(^ bW.C.4f9". Glazed Units GOP-WL-MA0100-02 FIBERGLASS DOOR 8'0" Height — Outswing X Masonile Internationalt 2'6" 2"8" COP-WL-MA0166-02 2'10" TO" r 02-0423.03 Application Filed) r 47.0 r NO 3'6" Not Listed Not Listed7 X0, OX, OXO 2'8- + Multiples d' 1.0" t , COP-WL-MA0168-02 1 r 1 02-0423.03 Application Filed) OPRating 47.0 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" TO" + 1'2" IT + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + IT 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" IT + 2'10" + 1'2' 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'l0" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-042303 Application Filed) 47.0 NO, 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" 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 Qakgxaft EK V1"4,"e1;A%S NNT.V DOORS NemT, 4"_e_b-T 0— ors APR 2k2W .•, o+. . o.«. our vgof o 01 "'a m,pon "WOMAN wawu,;nro, ee,;p„ muwoaln ac, Masonite International Corporation dew swlm ww "e ""MKt, Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing X ttr COP-WL-MA0101-02 01-1r0.3t1.01 7,6.0 t NO. TO" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples1th) 2'8" + 1'0" Masonite International COP-WL-MA0103-02 miami-Dade 6CCO 02-0109.10 Application Filed) 1P Rating 5&0 Impact Rated NO 2'8" + 1'2" 210" + 1'0" 2'10" + 17 3'0" + 1 V 37 + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT 1'2" + 2'10" + 117 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" 3'0" + TO" + TO" 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" 37 + 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" + TO" + TO" Notes: 1. poor 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.niasonite.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 6 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 OCCO protocol PA201, PA202 & PA203. Oakrraff AR F,",:'MO,.ASA KNTRY ROOKS ae.i.onrrMrH"Fn,rr • Masonite International Corporation 0. com"""W Moga" of 010"-Wol1+"NMMaosOeN "Wd. otipnaM ".0 omd $UDRO to OW." .0W "ace Opaque Units COP-wL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing X 2'0" t COP-WL-MA0121-02 de: 01-1031.02 OPRaling 76.0 Impact Rated NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0.OX, OXO Multiples , 2'8" + 1'0" international COP-WL-MA0123-02 r.,• SCCO 02-0109,09 Application Filed) I t• Rating 55.0 Jim= NO 2'8" + 17 2'10" + 17 210" + 17 TO" + 1'0" TO" + 1'2" 1'D" + 21" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 12" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IV' + 3'0" + 1'0" 1'2" + 2'10" + 1'2' 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 N0, 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + TO" Notes: I. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade OCCO protocol PA201, PA202 & PA203. 0 Ca ak raff AR EK " V10CkG#.ASS ENTRY DOORS 0•• a oeu, vii9.iooi Masonite International Corporation Oa tom"wMp "Wam of n.*" sPuft"n. O"Vn Wam" Opaque Units COP-M-MA0100-02 . FIBERGLASS'DOORS 8'0" Height — Inswing X Singles 2-0- COP-Wt-MA0106-02 02-0109.08 Application Filed) 70.0 NO 2'6" 2'8" 2'10" TO" TV Not Listed Not Listed Arrangement X0, OX, OXO tMultiples— 2'8" + 1'0" t . 0m, COP-WL-MA0108-02 fm.1 t 02-0109.08 Application Filed) r• a 55.0 r r. 1 NO 2'8"+IT 210" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17" IW+2'8"+IT COP-WL-MA0109-02 02.0109.08 Application Filed) 55.0 NO 17 + 2' 10" + 1'0" IT + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 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" + 2'10" + 210" TO" + TO" + TO" XX. OXXO 2'8" + 2,8" COP-WL-MA0107-02 02-0109.08 Application Flied) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" TV + 2'8" + 2.6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application filed) 55.0 NO 2'8" + 2'8" + 2.8 + 2'8" 2'10" + 2'10" + 2'10" + 210" TO" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the 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. Masonde International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcrafr A,R EK'" VIMI:NGr.A±t F: N'1'MY 1100M5 IIa_T..MnafMrtl,"irMA Chw. AW4 29. 2W 041 COmmov WOW#m 01 Pa" mW""r" "" SWfti WM, Onin AM WOWW 0tw SOOIM 100an" vMIrOOr60m, Masor.ite International Corporario COP-WL-MA0100-OZ FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing 1111011r X X0, OX, OXO 10. 1111k1=1 COP-WL-MA0126-02 MI-14111M 02-0109.07 Application Filed) DP Rating 70.0 Impact Rated NO 6' 2'8" 2'1U" TO" 3'6" ulli t 2'8" Pies Not Listed r COP-WL-MA0128-02 Not listed 1 t, « 1 02-0109.07 Application Filed) 55.0 NO 2 8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" 3'0" + 17 1'0" + 2T + 1'0" COP-WL-MA0129.02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + IT 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2"6" 2'8" + 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 2T + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NQ 2'8" + 2'8" + 2'8" + 2.8" 210" + 2'10" + 2'10" + 210" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.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. ak raft EK<" YiNf"GLAFF ENTRY DOOM[ t Or Apt' 29. i00i 0.C" m"Wwo.MMoa"a_WWW"aM*"t ftftmi OnInAneproek+ Masonite IAternational Corpora Lion Ud swieal 10 0XV9 WMW Mitt. X Unit TYP. N TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener YirfCount 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening •1 Width of door unit plus 1/2" Height of door unit plus 114" t r MID-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 t (ANSI/8HMA 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 anaWed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. a Apr17 29. 2002 ••, o•••••r o•... " ow ewMu.q 910ram 01 aoow+naoremwo Wow S*Kftxnm. Masonite international Corporation desWn wM POW 0e1 SOORCi 10 Coenpe •riiF0u aoite. t XOorOX Unit r SINGLE DOOR WITH 1 SIDELITE IT5n68' 171/8, MAXIMUM ON CENTER TYR Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: I. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. A4ud29 20,,2 Masonite International Corporation UW Cdn.o ^i W04-VI W W4oul1 +n'orMK+" nWlSSyCCd.CNAn1. dit.r iM 79C.M OWA WDICCI toCron" •a"oW "w", OXO Unit SINGLE DOOR WITH 2 SIDELITES UNIT 841" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" t 1 t t t t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and I10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A o1 ANSUAF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 AwN29.200Z Masonite International Corporation 0. cam-a.,a OIQW31n U uoU.;: +":.•r enwu "Wts IMCd,;NVr. Qe Vn and ", WYn G" SOMI 10:enge "Maui nuaa. oxxoMID-WL-MA0005-02 Unit DOUBLE DOOR WITH 2 SIDELITES CL TYP. TP. TVP TYP. 4 1 4 4 1 1 44 4 4 4 I I I 1 I l 1 1 Tyl 6'8' 1 I it 11 I ll II I 11 Il I~ 13- UNIT 8'8" UNIT 5116' 17-1/8' MAXIMUM ON CENTER TYP. FastenerMinimumCount1Opening 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 (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table I I.3A of ANSUAF 8 PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 ApiO29,2W2 Matonite International Corporation Qr eord'4" poaam of p.90W e"o.ovemfm frees s0ecn.cafnns. 0esq" 300d." dead S"Oltnto 041W v ~ .0Kf XX Glazed Inswing Unit COP-WL-MA01-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r- Double Door Maximum unit sin - 6ro" a 6'6- Design Pressure 52.0/-52.0 Umied water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design piesswe and impact resWW requirements lot a specific WON design and MrA*k location is determined by ASCE 7-national, state or local buildingcodes s0ecity 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: a asd0a asa nor as 9 as 100 Series 133,135 Series t36 Series On series 1/2 GLASS: 0 M000C ° as on oa ao as as 105 Series 106.160 Series' 129 series' 12 PA. 23 Rll, 24 RA. 107 Series' 106 Series 30e Series serles' this ggss kit may also be uses in the lollowin0 door style: Eyebrow "" with scroll Oakcraff ARIEK'- r.aw..•ry .u. wire 'P w M YleNlt(i1A55tH1'NY VVONt Mn-H.u.wiMeWw Gwr Vow• [)()r/!l/'Y), April M2002 Masonite international torpOratio Ow temNjoe errpram N wodW-7o.ement me4y secca"nm. erW and W~ atkadS W mc+wge "eeoa'0" XX 1t 1 Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0o as 404 limas 410 sells CERTIFIED TEST REPORTS: a ; f09 Saris 114, 120, 122 152 Saks 149 Series 300 Series Saris CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-518" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). I / au- P State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 ak raft ARk EK" fNI„M tl, bon VIULUCCAIS LNI"1' UIIIIM 1'b.4TMYwiriwr4"S.."Y Daen April 29,2W2 Masonite International Corporation ow"MMM"W"gm of 0#4" _Pm" w M0*%s/nUkmow eesir IN WoOucr adw sowto CRi "OIIIIIe1M VOKe. XO or OX I t Glazed Inswing Unit APPROVED ARRANGEMENT: 0 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 6'8". Single Door with 1 Sidelite Madnarn unit size . 6'0' 6'6" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actualdesign pressure and impact resistant requirements for a specific building design and geographic locationis determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been lollowed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: C10111 0o 00 0o 00 00 00 100 Series 133. 05 Series 136 Series 622 Series 1/2 GLASS: 0 0 n ° M as 0a ao 00 0o 00 f05Series 106.160 Series' 129 Series' 12 PA. 23 RrL. 2e R/L 107 series 106 Series 30e Series Series' This glass an may also be used ah the following door style: Eyebrow 5.03MI with scroll O aka ARkEK . 140t:M1:4."% l'Nl'M1' 41.129.2002 Masonite International Corporationdwco"I+wmb o,oelr"hof wody0 me,O+MIHN nWes yprcd.ralgnS. otsv,. L o o'oC"U ft"w %..uou Ic [Node ""m m ", XO or OX Glazed Inswing Unit . COP- L- A0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: e04 Series 410 series 109 series 114. 120. 122 152Series 149 Series 300 Series series APPROVED SIDELITE STYLES: 129 Series 200 Series VILL 12l 23R. 23L. 450series 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.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom endrailsconstructed 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 CRY. 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 i aff ARkEK" r I rrrlNerA\\ L WINlIMIM: N.,I ..,,$MryW14.",Owe Apra 29, 2002 Ow mnwr"rq woeram or wooan + wovemem mares soecit"iDns. eesgn Ind we" terry sa,ttr IQ crenee Nanow .orae ow.•, r oe... Masonite International Corporation oxo Glazed Inswing Unit APPROVED ARRANGEMENT: COP-M-MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Single Door with 2 Sidelites Maximum unit size . 9'0' x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and 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: 0=1 Q a s LtID no 0o ao 00 00 0o 100 series 133,135 Series 136 Series 822 Series 1/2 GLASS: n d 0o oa ao 00 00 00 105 series 106.160 Series' 129 Series' 12 R/L. 23 R/L. 2e fi/L 107 Series' 108 Series 30e Series series, This glass Oil may also be used in the following door We Eyebrow 5-panel with scroll Oakcraff AR4EK" 1`Itl LMbLASS INIMI' UOOnS .a....../M•r4p 6,VpOun jj n/yp• a . April 29.2002 Masonite International Corporation qw caaew,ng Wee,a•n oh Wows errmo.trnerrr MOO %MdKanns, aesgn one WoOUC, eerar subjKl 40roanee M11" ,rorae. OXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a0an ao 404 Series 410 Series 109 Series 114,120,122 152 Series 149 Series 300 Series Sew APPROVED SIDELITE STYLES: a 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Serbs 109Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number, Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and inspections). Ex p State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa7 k, aft AR k E \ w W la," lent M t.l 1:I6LN4•Ln1.:G LNl'Nl' 0l1UUS MA•v'"Iliwthr f.wrOxon PREM_909 X_v w • April29.2002 Masonite International Corporation Ow cw"" wowom 01 wooua inwo.emem "wes soedecIwas. eesio" arse ao" OXXO 1 • 1 14 I Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: O' ILI Double Door with 2 Sidelites Maximum unit site • 12V x 61" Design Pressure 52.0/-52.0 United water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Apwldesignpressure and impad resistantrequirements foraspecificbuilding design and geogW* kcalion isdetermined by ASCE 7-nationak stale or local building codes spedfy 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: 4DI000 00 1111111 000o 00 00El- oo 100 Series 133, 135 Series 136 Series 022 Series 1/2 GLASS: o r oo no a 00 0o 0o 0o 0o 0o 105 Series 106, 160 Series' 129 Series' 12 R&, 23 RA- 24 R& 107 Series' 108 series 304 Series Series* This glass kitmay also be used inthe following door style: Eyebrow 5-pant with scroll iJakcraft ART E ,- PIIIIRr tASS 4:W1R1 DOORS rllaJp'r./Vlni r Apd129.2002 MaSOnite International CorporationONWW" Vora. of 0104W wnWp+eflefR Mails Spe dCNI"S, deS Qf ant Wupun f101a1 UM*0 19 ChArW wen001 f etet. OXXOP10I' Glazed Inswing Unit , FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: f na as A 404 Series 410Series 109 series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r 129 Series 200series 12R, 124. 23R, 23L, 450 Series 152 series 149 Saks 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W- 2 Certifying Engineer and License Number. Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED TN ACCORDANCEWITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff T 1 AR EK,. April 29. 2002 Ow CY, O"" Maerarn of OFQOW ppann "M mikes SDKM.CS,On *Sign and WoeuCl 0ew SOR0 to CUSrge woweolte. a.0....... r,... PREM-00 r(..// Masonite International Corporation XX OPtt I Glazed Inswing Unit 8' 0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Wdmum unit size . 8'o' x 8'0' Design Pressure 40. 0/-40.0 Limited water unless special threshold designisused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific buAARrq design and geographk bcetion Is datermined by ASCE 7-rational, state or local building codes spedy the edidon required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD- WL-MA0041-02 MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/ 4 GLASS: 1/ 2 GLASS: 11111 0o 0o 822 series as e04 Series 108 Series 0 Oak raff AR 4EWItF .,-'ice',—. .'s.f rrur; xcLnva t:nrKV UOURS rv.uo....ara.ryr.tw—ram+ /:4.ien(.4.r:,. s April M2002 Masonite International Corporation NO C".Wn, 8.ap.aol or etodw ir-wo+M:eb 1 ,Am seeea2Kem dew ant emaua oew:.. o:enW cha'" Ww" -Duce. XX 0r 1t ! t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0- 810 Series $52 Series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and inspections). X / aaf 5 r State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AREW wao.. ed IULKs LASS Lr.I Ks +I)1,1)K.l Ib Ti F-0-t—,Der\ April 29, 20M ow corAa "poeralll of 01o" .movement 111a[[S spwKamns. oes ou also pt~ awl suolen 40 c"e Mi1110Yt MKR s Ov. . oee Masonite International Corporation XOorOX O' 'I'8I Glazed Inswing Unit I APPROVED ARRANGEMENT. 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size . FT x Ir0' Design Pressure 40.0/-40.0 United west unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition regDired. 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: 03M 0o 00 822 Series 1/2 GLASS: aEl oa 40e Series 108 series 0 Clakcraff AR k EKw hdwAelr r•e- 1 A %f- 1;1111 NI 1.\\N 4 rN\' 0n11N1 rM4.r.rd r'a•tArl lier D.... /MCI /Oi1I7( (f//VJ Ap1.129 2002 Masonite International Corporation DIN Comown el 401 of e10d,a NNOIo./'NIW 80W c $MdK>t1UlIS. VSpN And eIOdVCI M4W S.V^1W 03".iAM IWIKI XO or OX 0 Pi I ,,- Glazed inswing Unit 1 8' 0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: H . 1 s<; 810 series 300 SeriesAPPROVED SIDELITE STYLES: 450 Series 852 Series 810 series 300 Serbs CERTIFIED TEST REPORTS: CTLA- 805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" - wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI- DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR' EK" aaw rery w.. 1 ra.e Te •.+.<a Mlel Me.LA," LNrMY I-,.. ^ y0— APO 29,20M Masonite International Corporation Ow COmawqnueltm Of wooed mWQVVI M maees SMOKrAm. OeW"lmkc) aNaa $ 01ed 40 0"t +vain ra.¢e. OXO_ At ae 1 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Ma mmUnit tut - 9'0+x So' Design Pressure 40.0/-40.0 LWOW water uFfts specialdvesheid design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual desgn pratsure and MnW resistant r"WromeMs tot a spetslic bWWkV design and 9eoprw* to WW is derornftd by AM 7-national, stateor boatbWWMq colletspeedypie editionrogWred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 114'GLASS: 1/2 GLASS: Dm oa oa 22 series a 00 aoe Series 108 series 0 Oak, gaffw,,,...,- AR kEK" 41• ti µ1:4A%S ENTRY UIifIN1 Mw.A++r.t rawY1 E..vr Dur. t jyy( - I" ACJV1aJVt • • Apra 29.2002 o ..:.. a+... Masonite international Corporation owcae,WQpopamWpoounn10'"eneM"isswd"'Ons.oes.pnsnoalouua deoe %" a to cMnot wltwo aotae. W^ Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 17 F 810 Sores 300Series APPROVED SIDELITE STYLES: x 450 Series $52 Sales 810 Sodas 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with Insulated glass mounted in a rigid plastic lip late 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 Oakicuraff ARK" VIDUROIASS ENTRY DOOMS April 29, 2002 Q" ibeb" 09"M of MoGuq. imeroeemea MOW SMAiCOMAi. Oesipe ON Me00n Masonite International Corporation Oxxo Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0150-02 890" FIBERGLASS DOORS 0 0 Double Door with 2 Sidelites Maximum unit size = 12'0- x 8'0- Design Pressure 40.0/-40.0 United water unless special ttueshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a spedric budding design and geograpik W.Am Is determined by ASCE 7-national, state or WA budding codes spedly the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0o 0o 822 Series a 0o 4N Series 108 Series a ak;jogff ARTEW 1'IOCK LACC WOTMY U009S 14nA.opotNestor6w7 now. p()C.'/' Apra 29. 2002 Masonite International CorporationWcommu" mWom ofaroMN:7 NVmnmtM nWts seeca nnt. desgn One poduct en" tuenttl to C"t w170A MdKt. OXAO it " t 1 t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 $I0 serles 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 t / &Utx-o State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEK+. A.bLNCiLr\CS LN1 Nl'I)nnNti Wi.L•o"ot rswr4"E.w/Doan r CC Mn e Apri29.2002 Masonite International Corporat+on ow callt+w"e Orpersmpt j.".a •:+INovemMl mats switicaq . 4"s" CM 0+00"a eeoe sk*jw to chmet "+InoW nwO t XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Double Door Maximum unit sin . 6,0" x 6'8" Design Pressure 55.0/-55.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and kupad resistant requirements fora specNk bukWqdesignand gecgnapltc location Isdeterrrlined byASCE 7-national, state of local building codes spedy the edition npuired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as an °° ao as anlu as 100 series 133,135 Series 136 Series 822 Series 1/2 GLASS: 0 as an nn na as as 105 series 106.160 Series' 129 series• 12 AA, 23 RA- 24 na 107 Series* 108 Series 30e series Series' Thisglass kit may also be used in the lollowing doorstyle: Eyebrow 5-panelwith scroll Oakraft A_R4EK„ q'.. 1 e 11111 M1 \ Lr`'1 N1 I Oo.\ A.- F_q.u*I—D.-. Apli29.2002 Masonite International Corporation low tDl"n 0 WWW Of Down —V0, ,,W "Des sotcaX~$, desgn also Down Dena+ swlen w ttwlee wunow nonce XXCOP-IML-MA0162-02 Glazed Outswing Unit r APPROVED DOOR STYLES: 3/4 GLASS: a on oa 404 Series 410 Series CERTIFIED TEST REPORTS: CTLA-805W-2 FIBERGLASS DOORS FULL GLASS: 109 Series 114, 120.122 152 Series 149 Series 300Series Serfs 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 1-518" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DARE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 I,. Oak AR EK 1:40a:NULASS LN'!"1 VO—S Apr929,2002 Masonite international Corporation Ow cwwnwne wowam or woavn mwo. memmales soecincatim. etsgn one women eeo+sugeer ro Ch"t "nrqur nwRe X 1' f t e 1 Glazed 4utswing Unit 8"0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit silo • 6T x 8'0- Design Pressure 47.0/-47.0 Umited water unless special 1Meshold assign Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for aspecific building design and paopraphk location Is determined by ASCE 7-national. sate or local build" codes spedy the edition requtred. 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/d GLASS: 1/2 GLASS: as as 822 Series n a as 404 Series 108Series 0 O akcraff M-Mrai trluf xd ARCEW 01 lrr Wl..otr r.oa 11MUMn1.A}t UNr11Y oraolls p() /' a 74.o Fb j.. rnvr Own PRE410 ,"mil—1, a • Aprd 29. 2002 o.....r o.... Masonite International corporation00'Woftne Moparu 01p0ouC1.npowe &*Il 41 sW,kalons. oes.en ano INOO 1 eCOA %.*KC1 W ch"t wohow "Kt A1a Rfcx1 1 LE S 1t1 i• j I C 3 MIp6k DY0E saes wR /E mat Door+. AI iMETIKAIE Ap - £CU oal n) REV. NO. A 1 M OWN m W71 k1m, imi IL-1 2 REVISIONS Y NO. APPVD: I DESCRI MWW I OTY (1) WAS (2) FOR TRACK BOLT 1 13 G dALW. STEEL MAC oww. W Ic fialslf wmVKM ua stam LISTEDsm. DOUBLE TRACK 0MIAB E AS M OP110N vm Y W r Qxv. STEEL TRACK. t. MR. MACK THOWE98:.OW' IMP, 2-1/2'02 CA. GLv. STEEL ,RACK MMACW. AIO POW COMM (4) TRAM WVOIXT9 M SCE UR WP GRAC(ET REPORT# 9606CDOUBLE Noonzamte. C 20 IN —11-22-1 PASERM " I100 U-SARS ON — 1 am secom ow SEC110R. ETC.) /lad/G• sREr YFTi1 SCREWS iy S A opnoW& ORSIKEVW LOCK PKiSIN01f iCA- I T wx000R *WIN - IG'-0' itl AIXSfS I/a'J 4• SDF SCREWS. Kaa• ETFTM) HVAOLS AR . ArA1EWAAAifMa IurF tam 1: 1 IAC SCO ON 1 1 DOORS LAP W 7;y IMCN NSW ar• (1) sECi101K5 ( gW 1j i11aNi FRAME TAM 0.v. M44RMUM. UC Sam w K 0MANTEt4MK DOORS ONOR Y-0' fwl 00R9Sf OF (s) SECRaMs (I 0) f 916We1)- aR = 18u1 WOT RFi01Rv0I W PO NCE A FUM W AIUM SAWNOUMW Or OOOR *W^L R (10 STAY GALY. CM STILE ICE 1102MNMl .MISS 00 NW TRAIM LWO. 20 CA LEA STEEL TAG YQ1dIPEEJARyr Ram _ B CIASi aR A CAL ro somy 20 aA CAV STEEL #MR STILE 1 1/ S "MUM M B WOLM N90EliGAGLv. STEil TRACK 2S GA MTL $Tm 111E aLTArm I&a/a' PAN HEAD SCWffKm as Sa/IA!'aWl*D VKM A R 90N CommWRtNC-4O w (1a SCRUMS PER U1E) N Ok :/ CENTRES GILNMDNc BWED GW PRIAM EIDOR) OR 2< G611F]RS (SCREWbtNaoo P9IRGL4NCIOENACSp(E17,E6)000RR ' NO TOPA TOBOOT sKAP LATK1+ UADADES 09aiMit OOE fC IEYtWER517N[LUOfD/KITS ENd2 (ONEPER RR IERY CA G/Lro. SCf RER 91AT OFSITTO510N. Iz fA CJLV. STEEL TOP ONfO Mnr.-L iR/CL SLLEK AAtA10RS 1' OA. YI. IWLSIER REQIEDTRACK jL S SNAP O FpI d1 MITI TAPON4. A004M MAY BE /'gIMOi]iSUNf 12 CA GALv STEEL MA2KET5: FaA51E/E7 10 fNb 5 WI •/(s) IILAS S 9Q7 YETII SCMYS. RULER BIUCIQT. FJCI EACH BRKTwf ATTKTIED/(a) Nroq. S FACR 90E OF DOOR. (T R01 PB2A!'0) Rl PROKpE A ilA6fi MO IPMJ( MMQT /iLd' S E7 YEbI SL7IEVS ATTAOED WFMKIa5/YSHEETYEULW4NOW9MPACENOFAZORKAMMS00 !qT MIN Uw 1/4'r7/S' SOLT ! IMiT L) 1 a'J/{- SEtf IAPPMW 9awt15 PER 00 mom SW TAP , MIWIRS, IOtl. OR TWO 1/4' OIA RAEIS. R/ISgE KEtED la CA. dAly. SIEF3.. HAKUE EIO 00 2' MA. SHORT STEM. 10 BALL STEEL AMIM END NNCE. EACH 'TWe ANI_YdBAA7tl MARK WESIERRUD. PE fAS(E] ED((W END PREIRAIRM OF 3AI1R5 By onots SEO00U C-C FLOFAM P.E. /KKSS ESIVIESf41d{1WWSWNVOEWRMCAROIMN PE 023532 METAL 3' TALL U-BM ! (4) I/413/4' SELF LOCK OR 20 GA. GILv. STEEL OIPPWW 9MM 9KAP DESIGN L1M05: +24.0 PSF EK -24.5 PSF fnL YERDStAENGiN: SO 1K51 N pq y n OF LOADS: +36.0 PSF k -37.0 PSF P NANue OF DOOR. AEC= WR Dw &MDMC OR SRCRTURE AD IN A00MA CE 3' TALA. 20 G CAM STEEL U-9ALS EN0 AnE -T WW CAMAflE U SWMW OWES FOR INE LOW$ USTED ON KAMaAa. aIAWIes A[ yp®N /WK MIA 2-1-I-I PATIE/M (IE TWO U-BARS SRe LOOK ENGAGES TMS ORAW G. ANK III11 A AW®>a OtARAG. PART NO.: - Lam- I-7/S• ON BOTTOM SEOiWII. KNIT U-BAt ON KOM MW VERTICAL EIC A L= A T SF . 4wKEIM ., $1« Olu«W+W. IDEAL312 W-A 5L SWL 16M SCFZlVS WITH / a'A3/i• 4ELF TAPPRW SCPEIII$ tDCiK ON CM Gr ciKW106 OH 45202 a TOLERANCESaWaalrrllalANAAAem. PER tAd110N. OF O OR. Gl. N, 1- 3-391-4900 KM' ODOR. :Ma,oloAlaal .0 - 1.03 B E M GIBBIBL Fa RI. 1-5t3-m-3519 SECTION A - A (501F v1EMl "OY .*.A IN mAnnL FW — a .00 - t.015 DESCRIPTION: MODEL 6RST W4 16-0 A 8-0: 24/-24.5 DESIGN LOAD LOCK OP110Ma1wAtMWneliuMeArtM .()00 s t,D05 13 CAL GALv. STEEL BOTTOM GPAdfEi fa°' I°' `+ "^` .w 0000 . t.00t DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS .DWG. METAL SCREWS. - IeAAAw tlWlaw. D d1 ATTACHED IWT)t (2) 914d/S• %W , raAWA9 Oegreea ' t i/2' CHECKED BY: MWW DATE: 4/18/00 SHEEF I OF 1 SIZE B ALLOW" 00RUSIUI vMTL WEATHERSTRIP. third MIy16 « - t1AaaA $tatty OMa.WiM Projection OMENSINTSAwMMaws. DWG. NO.: 102138 REV. NO. 1 4 3 2 AA 3 COW,,, i i i , > l N4 DIV. 4+ MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) 1) INTERMEDIATE STILE AND U HED W 2", (TOP IQ opnoN I. OSB GLASS OR LISTED III ACRYLIC L11E9 AVAILABLESECTIONB-B) 4ATOP, IN. END STIES ATTACHED TO DOOR PAfEMEO TOG-L-LAC SYSTEM TTOM & CENTER). 40 r REPORT#9606C 25 GA, MIN. GAMY LOCK POSITION STEEP. SKIN COATEDLOCKSIDES) WITH A BALD -ON PRIMER. TWO POINT LOCKING AND A OAT APPLIEDPOLYESTERTOPCOATAPPLIEDLBOTH SIDES OF STEEL SM. OPTgNl1i. Otf15IiE KEYED LOCK POSITION MAX DOOR WIDTH 9 - 114x8/8' SHEET METAL SCREWS ONE 3• TALL x 20 GA U-BAR (50 99) PER DOOR SECTION. ENO SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. IxiCK SLIDE SOLT1 9PDSIN --- NOTE 1: DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECRONS S THDN)). ODORSOVER7'-0• HIGH CONSIST OF (0 SECTKNIS (NOT SHGWN). O O Ile - 3/4, SELF TAPP. SCREWS. 14 GA. ENO HINGES 18 G0. INTERMLIXATE HINCE MEW '' B VItW •C• 1x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/t6'xl-5/8' LAG SCREW PER TRACK BRACKET. 2:' GALV. STEEL TRACK FASTENED TO f2 CA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4-x5/8- BOLT k NUT OR TWO 1/4' OIA. RIVETS. FAI DATE: REVISIONS OTY ( 1) WAS (2) FOR TRACK T 1NOc 3' TALL U-BM HORIZONTAL TRACK SUPPORT BY 20GA. GALV. STEEL DOOR INSTALLER (TO SUIT) r Ud 3. 1- 7/8' T 13 GA. GALV. STEEL FLAG BRACKET. t6 CA COYLY.. STEEL TOP EACH FASTENED TO WOOD JAMB WITH ROLLEREACHT 3) 3) 5/16'xl-5/8' WOOD LAG SCREWS. t4a SHEET METAL tw. NTBE: DOUBLE TRACK IaST10tJ VAILA HEADROOMIS SNIPVPJOWLS. AVAILABLE OPTION is OA cAtygo mwm . STEII. DOOR HEIGHT 2- G ALV. STEEL TRACK.•MW. TRACK iFRK;KNE55:.060'! 4) I s.31C SELF MPP6NC SCREWS. 3 C Y TALL x 20 OA CALV. SMEL U-flV1 ONE U-ewt Pat SECTION.. Fiitlt U-NA M. 2-1/1•02 CA. GALV. STEEL TRACK BRACKET. 4) TRACK BRACKETS PER SIDE. NTAOM rsCWfMaPetSTLE4tocimNSELFLHR TOP BRACKET DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE yy p I3 G ULV. SEL BOTTOM OPTION VERTICAuuaATiA[yYffNT HIM (MNtKI:ATTACHED WITH TWO 1/ 2A LAG SCREWS ON 24 CEMERS. Ix O.D.MIN. / Sw mem nWINDOW LITE n > 10 SCREW WASHERREQUIRED. LAG SCREWS MAY m COUNITERSUNK G1A55 OR BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING, WE 1/8- ACRYLIC UTE SURFACE, HORIZONTAL 44MOS DO NOT TRANSFER LOAD. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL ENO STILE 20 CA GALV. STEEL. INTER. STILE SECTION A -A (SHOE VIEW) VERTICAL JAMB ATrACHhffffl -90 Ell ON OR18.34- PAN HEAD SCREW 0 SCREWS PER LITE) ENO 2. SI YIN. CONdtEfE COLw•N - MOLDED INSIDE STILE 3 8 x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH C- 90 8DCK OR 2.000 PSI WN. CONCRETE) OR f/ 4'x4' TAPCON SCREWS ON 24' CENTERS (2.000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH PSLEEVEANCHORS. OD. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. OUTSIDE KEYED IIAROL£ IS GA. GALV. STEEL CENTER HINGE FASTENED TO WIER. STILES W 4) 114x5/ 8' SHEET METAL SCREWS. GALV. SfDEt. ROLLER HINGES CAFASTENEDTOTOENDSTILESEACH14x5/ 8' SHEET METAL SCREWS ARD 4) 1/4 x3/4' SELF TAPPING SCREWS PER END HINGE. INTE SNAP LATCH ENDS SIL ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END II {7 STILEOUTSIDEDYEDLOCK INSIDE HANDLELOCK BAR LOCKING L- 2- OtA. SHORT STEM. 10 BALL STEEL ROLLER. PREPARATIONofJAY85RYOTHERS. UIA— SOv—f.. JAMB CONFIGURATION SECTION C- C NOTE z; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD. P.E. f WITH CURRENTTHISDRAWING. BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. 148495 //1yi GJL 7 7NORTH, CAROLINA P.E. 123832 l r aoPnT euYOrle m e..fr..e x..w «.14 ..e a A•a.../. ...4 4.rt++.t xf.t. aa4hl., 4'Meb! i.r., t",.; Y...Aw.'.t TOLERANCES an 0 l. 03 00 t. 01S 000 . *M5 0000 . t. 001 tl/Zow. -TwIdtkvd= Sww ouww e 06E7190NS ARE W Wcie P-j-b- + - 4 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DESIGN LOADS: + 25.0 P.S.F. k -32.0 P.S.F. TESTLOADS: + 37.5 P.S.F. k -48.0 P.S.F. a.uaf, aoxfm rc aam N .uc JPART NO.: - Wf Of AIM6® aK f 2 W IDEAL a 6YLt6CSOtIB16Ta In. I-iU3-762-3Sb DESCRIPTION:MODEL. 6RST W4 9-0 x 8-0: +25/-32 OESION LOAD DRAWN BY: BMMI I DATE: 4/18/00 $CAGE: NIS DTIC.D EE CHECD BY: MAYWI DATE: 4/18/001 SHEET I OF 1 ISME DWG. NO.: 102137 1 REV. N0. I 2 h%fta 11,64^lr I?O1i E4iT I ...1,. - FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTONAddress: S3_L'ii-vJ 00 LA) Permitting Office: City, State: ` t Yl 32 Permit Number. Owner N 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/hr3. Number ofunits, if multi -family 1 4. Number of Bedyooms 4 _ SEER: 12.00 N/A - 5. Is this a worst case? yes 6. Conditioned floor area (W) 1967 ft' c. N/A - 7. Glass area & type - a. Clear - single pane 222.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft' _ Electric Heat Pump Cap: 42.0 kBtu/hrc. Tint/other SHGC - single pane 0.0 ft' d Tintlother SHGC - double pane 0.0 ' ft HSPF: 7.60 _ b . N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft - N/A b. N/A c. N/A - 14 Hot water systems i 9. Wall types - Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' b. Frame, Wood, Exterior R=1 1.0, 28.0 ft' _ EF: 0.86 N/A - c. Frame, Wood, Adjacent R=I 1.0, 302.0 ft' - d N/A - Conservation credits e. N/A HR-Heat recovery, Solar10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' _ 15 HVAC credits PT, b. N/A - CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling, b. N/A i MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 Total base points: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: -_ C6 _ 0___ I hereby certify that this building, as designed, is in compliance with the Florida Energy C e. OWNERIAGENT: _ DATE: EnergyGauge@ (Vei PASS R view of the plans and s ecifications covered by this Q4TliBS?.TB Iculation indicates compliance the Florida Energy Code. B fore construction is completed s building will be inspected for ` a 4 c)mpliance with Section 553.908 F orida Statutes. Yoao wigT WILDING OFFICIAL: i DATE: z "M ion FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I 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 M 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear PE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear PE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) Raised 0.0 31.8 0.00 6423.6 0.0 SlaWDn-Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 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 I ADDRESS:... PERMIT #: I 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) 37380.3 0.4266 15946.5 38631.1 1 38631.1 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 13036.5 13036.5 EnergyGaugeTm DCA Foam 60OA-2001 ErwgyGaugeVRaRES'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 Wgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear W 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 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 ICE 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 EnergyGaugeS DCA Form 60OA-2001 EnergyGaugeVFlaRES2001 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 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge&T-bRES"2001 FLRCSB v3.2 3 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water - Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 EPPEnergyGaugeTMDCA Forth 60OA-2001 EnergyGauge@YFIaRE&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 SEC7IQN IREMENTS FOR EACH PRACTICE CHECK s & DoorsFExtatlor& 606.1 ABC.1.1 Maximum:.3 cfm/ .ft. window area• .5 cfm/ .ft. door area. ent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding we foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by buss 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 barter, gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is Installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 606.1.A8C.1.2.5 Air barrier on Perimeter of floor cavity between flocs. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA_99 ATUCD DDCCPDrD-rwc uCAQIIOCQ COMPONENTS SECTION 1w -- ... - vwV.4M4_ N "I$ IQA/MQII{r91. CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be Provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pods must have covers (except solar heated). Non-commercial pods must have a pump timer. Gas spa & pod heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shalt be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds 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 orCBS R-3 both sides. Common ceiling &floors F2-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeV/FIaRES2001 FIRCSB v32 j 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/hr3. Number ofunits, ifmulti -family 1 _ SEER: 12.00 4. Number of Bedt:poms 4 _ b. N/A 5. Is this a worst case? yes _ 6. Conditioned floor area (W) 1967 ft2 c. N/A 7. Glass area A type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hrc. Tintlother SHGC - single pane 0.0 ft' _ HSPF: 7.60 d Tint/other SHGC - double pane 0.0 117 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=I 1.0, 302.0 ftz _ d N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, It. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: ___ *- - Date: 05 Address of New Home: & bos,-A t4cl City/FL Zip: NOTE. The home's estimated energy performance score is only available through the FLAIRES computer program. This is-W a Building Energy Rating. Ifyourscore is 80 or greater (or 86for a US EPA/DOE EnergyStar `designation), your home may qualilyforenergy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. ContacttheEnergyGaugeHotlineat3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certifiedRaters. For information about Florida's Energy Efciency Code For Building Construction, contacttheDepartmentofCommunityAffairsat8501487-1824. EnergyGauge* ( Version: FLRCSB v3.2) c 4 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16M8 STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: D.R.HORTON Notes: Design Information Weather: Orlando -AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Area ftse196 g Co1967Volume ( W) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/ swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.5 HSPF Heating input Efficiency Sensiblecooling10. 2 EER 29050 Btuh Heatingoutput0Btuh@47°F Latent cooling 12450 Btuh Heatingtemprise0OFActual Total cooling 41500 Btuh heatingfan1383cfmActualcoolingfan1383cfmHeating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh Space thermostat Load sensible heat ratio 82 Bold/ Nallc values have been manually ovewdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 ^ wnghtsofit RightSune ResidenueA- 5.0.64RSR26015 2002-Mar-06 12:12:28 AZKE:\F11eMddwton\1985\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A B C D Entire House ' ' ' DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11n6/98 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 cedure 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 e - Summer infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft' 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 x43 gr/Ib moist.diff. x 105 cfm = 3100 Btuh rroceaure u - Cquiipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 BtuhSensibleloadforstructure (Line 19) + 24414 BtuhSumofventilationandstructureloads = 25404 Btuh Bating 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 BtuhInternalloads = 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 Boldl/tal/c values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wn htSolt Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:284MkE;NFi1.Wrhoiton\1965N9a5.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 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 wri ht50ft RightSuile ResidenlialTM 5.0.64 RSR26015 2002-Mar-06 12:12:28v E:1Fileskdrhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 1111W98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 M J: tin ea. 1 Name of room Entire House LIVING LAUNDRY M/BTH14muAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 ft3Roomdimensions31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ftCei" Condit. Option 8.0 It heaUcool d 8.0 ftj heaucool 8.0 ftj heat/cool 8.0 ftj heatf000l TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load ( I h) EXPOSURE NO. Htg Cig ft) Htg Clg Its Htg Clg ft? Htg C g fe) Htg Cig 5 Gross a 14B 4.6 2.1 1248 320 0 0Exposedb12C2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0,0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37,0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0Heatingc9A29.9 0 0'»• 0 0- 0 0 0 0'«' d 0.0 0 0- 0 0- 0 0 0 0'«' e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0glassdoorsNEINW39.4 80 3152 32 1261 0 0 0 0CodingEJW0.0 0'«` 0 0`«" 0 0 0 0'«' 0SE/SW 47.4 126 5975 20 953 0 0 0 0South0.0 0 0 0 0 0'"" 0 0'«' 0Horz0,0 0 0 0 0 0'«' 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0c0.01 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 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 1,2 302 951 353 64 202 75 62 195 73 48 151 56partitionsd0.0 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 1 3400 4463 403 683 897 60 102 134 162 275 361b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0,0 202 5236 0 54 1400 0 10 259 0 6 f56 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0displ, 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 2601 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8. +11+12 30561 8048 1334 581Lessexternalheating0000Lesstransfer000014Ductloss103056108C6109133109' 5815Totalloss = 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 017SublotRSHgain=7+8„+12+16 22195 4644 1129 417Lessexternalcoding Less transfer 10 0 0 0 0 0 0 0 018DuctgainOA2219100/ 464 10 OA 113 1 OOA 4219TotalRSHgain--07+18)•PLF 1,00 24414 1,00 5108 1.00 1242 1.00 4581201Airrequired (cfm) 13831 1383 1 3641 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W r 7 j"tr.-c> C Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-0612:12:28E:1Fl1es\drhorton11965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONINGA Job:1965 111IW98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 riMANUALJ: n ta. 1 Name of room MBR BR 2 BR 3 BR 414MA2Lengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 ft3Roomdimensions14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ftCeiingsCondit. Option 8.0 ftl heat/cool 8.0 It heat/cool 8.0 ftl heaNcod 8.0 ft heet/cool TYPE OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I C19 Htg Cig fr) Htg I Cig f12) Htg I Clg OF) Hig Cig 5 Gross a 14B 4.6 2.1 136 88 208 8Exposedb12C2.9 1.9 0 0 0wellsandc13C3.2 1.2 128 0 0 m. m+ 0 m. partitions d 0.0 0.0 0 0 gym. 00e0.0 0.0 0 0 f 0.0 0.0 0 0 0 m 0 6 Windows and a IC 37.0 32 1183 16 591 16 591 16 591glassdoorsb8C37.0 0 0- 0 0 0 0- 0 0Healingc9A29.9 0 0- 0 0 0 0 0 0d0.0 0 0 0 0 0 0 0 0 f 0.0 0 0•"' 0 0 01 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 0CodingEM0.0 0- 0 0 0 0 0 0 0SE/SW 47.4 0 0 0 0 14 663 14 663South0.0 0'"' 0 0 0 0 0 0 0Horz0.0 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 2115 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc0.0 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 I 28.5 8.0 32 911 256 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2ti90 1869 m Less external heating p 0 0 0Lesstransfer00m. 0 014Ductloss1042310 °/ 192 10 289 10 18715Totalloss =13+14 4658 2117 3179 m. 2056 16 int. gains: People Q 300 1 300 0 0 0 0 0 012000000017SubtotRSHggaain= ..++112+16 2711 1250 1601 m 1250Lessexternalcooling00m0m. m 0Lesstransfer000m. 018Dudgain1027110912510160109A12519TotalRSHgain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 137520Airrequired (cfm) 192 169 ll 87 78 131 1001"" 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed C Wr eghtso%t RightSuite ResidenbalTM 5.0.64 RSR26015 2002-Mar-06 12:12:28AE:\FNes\drtwrton\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 1111116198 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 X IM to 1 Name of room FAMILY KITCH/NOOK BTH14MANUAL2Lengthofexposedwall33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 it Ceiings Condit. Option 8.0 ftI heat/000l 8.0 ft heaVcool 8.0 111 heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) AreaEXPOSURENO. Hlg Clg ft Htg Cig ft') Htg Cig ft Htg Cig Htg CIg 5 Grass a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 wallsand c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wows am a 1 C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 sting 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•"' 0 010.0 0 0•"' 0 0•"' 0 0'"' 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0•"' 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0South0.0 0 0 0- 0 0 0 Horz 0.0 0 0 0- 0 0 0 8 Other doors a 101) 14.7 9.9 0 0 0 0 0 0 0 0 0 b 101) 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 U 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 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 p 0 Less transfer 0 0 014Dudloss1058410OA36610OA18 9 15 Total loss =13+14 64M 4022 201 16 Int. gains: People @ 300 4 1200 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Sublot RSH gain=7+8..+12+i6 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 018Dudgain105131038310OA24 OA'•" 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr7ghtsoR Right-SuRe ResidentiW- 5.0.64 RSR26015 2002-Mar.06 12:12:28E:\Fl1es\driwrton\1965\1965.rsr Page 3 t, 1L 10x6 Iwcd 100 lOx61s o I242 lwca 323 6' i IOx10 rn IOzlO .rap 10' 6' 3' both duet tO roof Cap 8dFon 14xt rob 8, IOxlO rop r 8x 6' 14' IOx6 lwcd 80---Ewa 7.8' 8'7' '4' 4' 8x41- z41 ohu LO 1Ox10 awed I 240 4 y RJ 14.9 bcd 170 Ox4 l 1 4' rUtbA L_ Aft 12x12 mg XIofA1700rIV 3AD 7 3' .dRff DAD D 4both duct 70 10.6 rz 1 r J toroofcapw/ Pomllpht 12x6 twcd 145 dryer d.*r 7' to roof cop 12z6 lwcd 19x13 pt- 143 24X14 RAD ptatForn by btdr33 TON V11OKV e24OV iPN scale : 1/8"=1/0, Mutt have a Nnhun cleorancv of 4 InChas around, the ofr handler per the State Erwrpy code, Att duct has an r=6 Insulatbn vatuv. J Rating5 } m J N 0 a MiTek' MiTek Industries Inc. 14W Nodh Oubr Forty Drive, Sub 300 Chestehm, 110 63011 USA July 3, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4421382 thru I4421.415. Total: 34 drawings. Job :DR1965E Builder D.R. HORTON Location :BAKERS CROSSING County :SEMINOLE ,, 6r- "2. - 1 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) 34 Truss drawing. 2) Truss Index. July 3, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSIITPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965E Trusses induded=34 0,"0R1965E\aAre" 14421382 1,'0R1965E\a11.tre" 14421383 2,"\DR1965E\allg.tre" 14421384 3,"\DR1965E\a13,tre" 14421385 4,"\DR1965E\a15.tre" 14421386 5;1DR1965E\a17.tre" 14421387 6,"\DR1965E\a19.tre" 14421388 7,'1DR1965E\a7.tre" 14421389 8,"\DR1965E\a9.tre" 14421390 9,"\DR1965E\b7.tre" 14421391 10,"\DR1965E\b9.tre" 14421392 11,"\DR1965E\c1.tre" 14421393 12,"\DR1965E\cg.tre" 14421394 13,"\DR1965E\d.tre" 14421395 14,"\DR1965E\d3.tre" 14421396 15,"\DR1965E\e.tre" 14421397 16,"\DR1965E\e3.tre" 14421398 17,"\DR1965E\eg,tre" 14421399 18,"\DR1965E\fg.tre" 14421400 19,"\DR1965Ey,tre" 14421401 20,"\DR1965E\j3,tre" 14421402 21,"\DR1965EIg.tre" 14421403 22,"\DR1965E\jg1.tre" 14421404 23,"\DR1965E1j92.tre" 14421405 24,"\DR1965E\k.tre" 14421406 25,'1DR1965E11.tre" 14421407 26,'1DR1965EMIAre" 14421408 27,'1DR1965EU24.tre" 14421409 28,"\DR1965E\127.tre" 14421410 29,"\DR1965E\rn.tre" 14421411 30,"\DR1965E\s.tre" 14421412 31,"\DR1965E\s1ae" 14421413 32,'1DR1965E\s2.tre" 14421414 33,"\DR1965E\s4.tre" 14421415 Isla. 4.5161 " ,k z STATE OF to O R 1 27 AwawW M • v rit elo*4Mpanursstom and MW MOMS tu1. AfM J19VMRSS MR MWORN VSX. •••• Design valid tot use oMy with MIT•k connectors. This design Is based only upon parometen shown, and Is lot an kndlvtdual buldkng component to be rnsraDed and boded vertlo*Ny. Appleabilly of design poiameten and propet kncerpoiation of component It msponsRsNlty of buldN designer - not hues dosignot. &acing shown Is Tat lateral support of kndtvidual web members onty. Addltbnal temporary bracing to kaum stability duilrng condiuction is the iesponftlmy of the etectol. AddNbnal permanent bAscing of the ovoial structure Is ins iespombMy of the buNdktg deslgnet. Foi general guidance regarding tobi"llon, quality control dotage, de"iy, erection and btockng, oonsutl o3T." GuaNly Standard, DSO-69 gracing Speaftatim% and HISr91 M iTek® Handling Installing and Iroahq Recommendation avaNable horn Dun Plate Instttute, 843 D'Onohb DiNe. Madison, W163719. Symbols PLATE. LOCATION AND ORIENTATION 1'1. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 0 Q O U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N ALLY MiTek° M, General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l , Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication, PANEL TM CUP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, f no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01M M tek Holdings, Inc. FORM018,019 NYDAO,A/A Job Truss Truss Type Oty Ply HORTON 14421382 DR1965E A ROOF TRUSS 10 1 o tional ACCU•SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:03 2003 Page 11-0-y 7-1.3 1341-10 20-0-0 26-6-6 32.10.13 40-0-0 41.0-p 1-0-0 7-1-3 6-" 6-5-6 6-" 6-&6 7-1-3 1-0-0 scam-1:67.7 5xs = 5.00 12 5 5xs - 5xs 4 e 2x4 N 2x4 . 3 2 s syy lddi S,e = 14 13 12 11 10 3xs 3x4 = 3.5 = Us = 3x6 = 3x4 = 10314 20-0-0 29-8-2 40-0-0 10314 9-8-2 9-8-2 10-3-14 Plate Offsets X Y : 2:0-4-2 0.1-8 4:0-3-00-3-06:0-3 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 0.75 Vert(LL) 0.29 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 0.76 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-" ocpurlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 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=1951/0-8-0Max Horz2=-224(loed case 5) Max Uplif12=-1017(load case 4), 8=-1017(load case 5) FORCES ( lb) - 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, 8-90=3396 ' WEBS 3-14=-410,4-14=536,4-12=-866,5-12=1329,6-12=-866,6-10=536,7-10=-410 NOTES ( 4) 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; pardally;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 1017 lb uplift at Joint 2 and 1017 lb uplift at joint 8, pp 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard `Q'S l/+'• 4 k No. 45161 = STATE OF , At I NAL A WAIQNJNO - Verft dealign paraa Wstreand R&W NOTES ON THIS AND XXVIUM 8M 8EF01i1I6 U10. Design vaNd for use only with Welt Conneotom This design is bayed only upon parameters shown, and is tot an Individual building component to be Installed and boded vertically. Applicability of design parameters and piopet Inmpoiatbn of component is tespora bWty of building dsspnei - not Huss designer. / lacing shown is tot lotetol support of Individual web members only. Additional temporary biocing to Insure dablily during construction is the iesponsibll" y of the ereotot.:Additional petmohent bracing of the oveml is sp>IWt stiuctutetheiesponyof the building designer. Fat general guidance tegofdirng fobrlcatlon. Quality control storage, delivery. efectlon and bracing. consull OST-66 Quality Standard. DSI-69 Iracisng Spectbatkm, and Hit.91 Handling InHalrina and Tracing Recommendation avallabie itorrl Truss Plate Institute, 583 D'Onohio D11ve, Madison. WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. i For 4 x 2 orientation, locate plates I /s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 cc U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 MiTek® Tw PANEL CLlP HMRO,AJA® General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interestedparties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at I /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 16. Care should be exercised in handling, erection and installation of trusses. 1" 3 Mi#ek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 1"21383 DR1965E All ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5,000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page i1 0-0 5-9-14 11.0.0 17-0.0 23.0.0 29-" 34-2-2 40-" 41 0 p 1-0-0 5-9-14 5-2-2 5-0-0 6-0-0 6-0-0 5-2-2 6-9-14 1. Scab • 1ta5.5 5e = 35A 5,e = z1 = 4 5 5 7 5. o0 12 2x4 2a4 i 3 5 d 2 j 9 101d d1 } 3M5 = _ 15 14 13 12 11 NO = 3, 5 = 3* = 3.4 = 3,6 = 3x5 = 11 0 0 20.0.0 29-0-0 40.041 11- 0.0 9-0-0 9.0.0 11-0-0 Plate Offsets X Y : 2:0-4-2 0-1-8 4:0-" 0-2-4 5:0-3-0 0-3-0 :0-3 Q 0-2-4 9:0-4-2 0-1-8 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 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.D Code FBC2001 1st LC LL Min Udefl = 360 Weight 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1951/0-8-0, 9-1951/0-8-0Max Horz2=134(load case 4) Max Uplitt2=-963(load case 2), 9=-963(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=354, 5-13=106, 6-13=106, 6-11=-854, 7-11=872, 8-11=-368 NOTES ( 5) 1) Unbalanced roof live loads have been considered for thisdesign. 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 tight exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) 9Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 963 lb uplift at joint 2 and 963 lb uplift at joint 13 5) Truss Engineer: Junaldie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331., ` f,, • LOAD CASE(S) Standard •ATii+ Y a NO. 45161 OFAt L p WAMMa - Vw ftAws lent ,oars cep wW RWW NMS ON TWX AIM navcRW dSR pu BB"Jts use. ••-- Design vaNd for use only with Mffek connectors. This design Is based only upon parameters shown, and is to an individual building component to be Installed and kxxiod vertically. Applicability of design parameters and proper Incoparatlon of component is responsibility of bubding designer • not truss designer. Stac" shown is 1a lateral support of Individual web membeit only. Additional temporary bracing to kisum stability during construction is the responsibilry of the etectoi. Additional permanent braacing of the overall structure is the iesponlbNly of the buNding dettgnei. For general guidance tegording labiloctlon, quality contiot, storage, delivery, erection and bracing, consul OST-06 Quality 6/andard, PSb-49 bracing Specification, and HIbr91 Handfino InstaNbs lnst andbracingRecommendationavailablefromTrustPlateinstitute, 3 D'Onohb Or". Madison, W1$3719. M Tek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabor plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS n cc U a O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. Mi1'eke go PANEL TM CUP FORM018,019 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 `Xo at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, it no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 0 IM Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421384 DR195SE A11G ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 11 0 0 5-9-14 11-0.0 15-6-0 20-0.0 24-" 29-0-0 34-2-2 40-" 41-0 p 1.0-0 5-9-14 5-2-2 4-6.0 4-6-0 441-0 4-" 5-2-2 5-9-14 1.0-0 sacs - IASIA 5xs = 5xe = sxe = 2x4 113,4 _ 4 5 8 7 e 5.00 ri2 3x1 3x4 -- 3 9 4 2 10 1 111 5x12 % 1e 17 16 15 14 13 12 4xe = 2x4 II 41e = 7xe = 44 = 7.8 = 4, e = 2.4 11 5-9-14 11-0.0 143-0 20-0-0 25-9-0 29.0-0 34-2.2 , 40-0-0 5-9-14 6-2.2 3-3-0 5-9-0 5-9-0 3-3-0 5-2-2 5.9.14 Plate Offsets MY): : 2:0-5-5 0-2.8 4:0-5-12 0-2-8 5:0-3-00-3-08:0-5-12 0-2-8 14:0-4-00-4-8 16:0.4-00-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.62 15 >757 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.88 15 >539 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 246 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D *Except* TOPCHORD Sheathed. 5-8 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3417/0-8-0, 10-2754/0-M Max Horz2=136( load case 4) Max Uplifl2=-1714( load Case 2), 10=-1374(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=17, 2-3=-7690, 3-4-7153, 4-5=-8112, 5.6=-7469, 6-7=-7469, 7-8=-6082, 8-9=-5464, 9-10=-6021, 10-11=17 BOT CHORD 2- 18=7057, 17-18=7057, 16-17=6609, 15-16=8042, 14-15=6453, 13-14=5051, 12-13=5525, 10-12=5525 WEBS 3-18= 108, 3-17=-500, 4-17=289, 4-16=2583, 5-16=266, 5-15=-814, 6-15=-333, 7-15=1444, 7-14=-1401, 8-14=1771, 8-13=301, 9-13=-530, 9-12=108 NOTES (6) 1) Unbalanced roof live bads 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 pondin . t 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1714 lb uplift at joint 2 and 1374 lb uplift at 1 ..... / joint 10. P'{' IF/Cq' 5) Special hanger(s) or connection(s) required to support concentrated load(s) 2268.21b down and 1161.61b up at 14-M on bottom Cho ;' T•y Design for unspecified connection(s) Is delegated to the building designer. •' 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. ,• * ; a 11 No.45161 LOAD CASE(S) Standard 11 TC 1) Regular: LumberIncrease=1.33, Plate Increase=1.33 2 * i Uniform Loads (plf) a STATE OF ,.JJ Vert: 1-4=- 74.0, 4-8=-74.0, 8-11=-74.0, 2-10=-20.0 • Concentrated Loads (lb) 4yZ Q I'D 1" Vert:16=-2268. 2 t_1`71T1 NAL1L'AN37y m - verWdeetyls panur s"m and RaAn Noires ox ims Am t36m s6 am arpoR6 vw. ••••® Design vold for use only with MITsk connectors. This design is based only upon parameter shown, and is for an IndNWuat buBdhg component to be Inslotled and loaded vertloaily. Applicability of design parameters and proper Incorporation of component is responsibility of building deslpnor - not truss designer, Siccing shown is tot Wiest support of Individual web members only. Additional temporary brochg to Insure stability duing construction is the responsibility of the erectol. Additional permanent brbrcing of the ovaoN structure is the respon"y of the buNdklg designer. For general guidance regarding tabrloation, qually contioL storage, d0very, erection and bracing, consul OST-88 Quality Standard, DSI-89Bracing Specification, and HIS-91 Handling Installing and Bracing Rocommendatlon available, m froTruss Plot* Institute, $83 D'Onohlo Drive, Madison. WI 53719. M iTe'k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against eachc2c2 other. 0NWEBS J5 Q 3, Place plates on each face of truss at each For 4 x 2 orientation, locate O, ¢ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I/4 length(+ 6" fromCSoatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plats Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional M Teke engineer, 15. Care should be exercised In handing, TM CS ® UPBL erection and installation of trusses. I Mitek Holdings, Inc. FORW18,019 OANO-NAIL ® tIV1fAMMNM Job Truss Truss Type Oty Ply HORTON 1"21385 DR1965E A13 ROOF TRUSS 2 1 optional) ACCU-SPAWTH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:04 2003 Page 11 8 9-14 13 0 0 17 8 0 22 4-0 27 0 0 33 Z-2 40 D 0 41-0-p 1-04 e-9-14 6-2-2 441-0 4 3-0 441-0 6-2-2 6-9-14 1.0-0 scats - 1:e8.6 S.a = 3W = 3x4 = 5,8 = 4 5 5 7 5.00 12 3x4 y 3 5 3.4 2 d1 d 34 = 17 15 15 14 13 12 11 3.8 = 2x4 11 Us = 31e = U4 = 34 = Us = 2M 11 6-9-14 13.0-0 20-0.0 27-0.0 33-2-2 40-0Ai 6-9-14 e-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Offsets X Y: 2:0.4-2 0-1-8 4:0-3-0 0-2-4 ;0-3 0 0-2-4 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.72 Vert(LL) 0.33 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2-X 4 SYP No2D TOP CHORD Sheathed or 2-9-3 oc puffins. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2-1951/0-", 9=1951/0-8-0 Max Horz2=-154(load case 5) Max Uplifp=-930(bad case 4), 9=-930(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6-7=-2923, 7-8=-3144, 8-9=-3810, 9-10=14 BOT CHORD 2-17=3483, 16-17-3483, 15-16=3262, 14-15=3262, 13-14=3262, 12-13=3262, 11-12=3483, 9-11=3483 WEBS 3-17=128, 3-16=-040, 4-16=807, 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12=-640, 8-11=128 NOTES (5) 1) Unbalanced roof live bads 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 pondin . 4) 9Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 930 lb uplift at joint 2 and 930 lb uplift at joint bVIS 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _ ` iL,7.(,JQ` y Q i LOAD CASE(S) Standard ' lr •. 4 "Y' a aP10. 45161AC 6y STATE OF tEI QRMar,e,A L AWANUIVO - WrW &rsiyrs parant rtom and BMW N=8 ONTEU AND RffVXJW =9 88PORR UM. •••a•+ Design vald for use ony with Mltek connectors. Thk design Is based only upon parameters shown, and Is for an Individual bulding component to be Instoled and boded vettbally. AppM6obllty of design parameters and proper hmpotallon of component Is tesponslblly of building designer - not huss deslgnei. Bracing shown Is lot lotwol support of Individual web members only. Additional temporary biocing to Insure dabs lly dut" condiuctbn Is the tesponslbaty of the erector. Additional permanent bilking of the ovetol structure It the responsibilty of the building designer. For general guidance tegardkng tobrbatlon, qually conliol, storage, dstbery, erection and bracing, consul OST-IB Quality Standard. OSI.89 Irocing Spealkatlon• and HIN-91 Tek® HandUM Imitrllina and Bracing Reaomn"no ran avolobie from huts Pule Instlute, 593 D'Onohb Drive, Madison, W163719. M Symbols Numbering System A,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 111/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. F TOP CHORDS 2. Cut members to bear tightly against each other. a WEBS JS o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate' o a:joint and embed fully, Avoid knots and wane plates/a" from outside edge of c o d at joint locations, truss and vertical web. a 4. Un ess otherwise noted, locate chord splices o at /4 panel length(+ 6 from adjacent joint.) cs c7 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J 1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabr pining format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Walk/Gong-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1"3 Mitek Holdings, Inc. CLIP Foeenoa,oiv 1O'"ti°' ® MYDiRO,A/R Job Truss Truss Type Oty Ply HORTON 1"21386 DR1965E A15 ROOF TRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:04 2003 Page 11:2* 7-9 14 15-0-0 20-0025 0 0 32-2-2 40 0 0 4 O-P 1- 0.0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 140.0 Sale - 1:68.6 Sub = 5. 00 12 3A 6 b = 5 8 8 e i 5X9 3 7 2 5 B 1yy ld3' s = 13 12 11 10 3x8 = 2A 11 5a8 = 5x8 = 2.4 11 7- 9-14 15-04) 25.0-0 32-2-2 40.041 7- 9-14 7.2-2 10-0.0 7-2.2 7-9-14 Plate Offsets X 2:0.4-2 0-1-8 3:0-3-00-3-4 4:0-3-00-2-4 6:0-3-00-2-4 :0-3-00-3.4 8:0-4-2 0-1-8 1 1:0-&0 0-3-0 12:0-4-00-3-0 LOADING (psf) SPACING 2- M CSI DEFL in (loc) I/defl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.89 Veri(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 0.85 Vert(TL) -0.66 11-12 >720 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 199 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 2X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. SOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2= 1951/0-8-0, 8=1951/0-8-0 Max Horz2=-174(load case 5) Max Uplife=-959(load case 4), 8=-959(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 2-3=-3712, 3-4`--2926, 4-5=-2706, 5-6=-2706, 6-7=-2926, 7-8=-3712, 8-9=14 ' BOT CHORD 2-13= 3399, 12-13=3395, 11-12=2849, 10-11=3395, 8-10=3399 WEBS 3-13-147, 3-12=-767,4-12=677, 5-12=-231,5-11=-231,6-11=677,7-11=-767,7-10=147 NOTES (5) 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 Leff 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 959 lb uplift at joint 2 and 959 lb uplift at joint8. 5) Truss Engineer: Junaidie Sudiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard r No. 4;5161 STATE OF L AWAMW a - V rW 4tssi" prasaewters and R&W NOTES ON TWX AiM ]f/lsMUM SM 1118"R6 V=- ••• Design valid hor use only with Mask connectors. This design is based only upon parameter Mown, and is for an Individual building component to be Installed and loaded vedicaRy, Applicability of design patornetsis and props Incotpaatlon of component is tesponslblNty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insws stability during construction is the responsibility of the erector: Additional permanent bihckng of the overall structure Is the retpornsibRly of the building designer. Fot general guldaxe regarding tabricatlon, quality control, stotdge. delivery, erection and blcoing, consuit QST48 Quality Standard, DSS-89 Ilmoing SpisoMoation, and HIS•Vl Handling Installing and 11whig Recommendation avolloble from Truss PMadison. Institute, $83 D'Onofilo Drlve, adison. WI53719. MITek 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. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011, continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 cc x U a O F_ Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N s MiTek° Z&L"® Q%wR o 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 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. 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 Mail 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 purtins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421387 DR1965E A17 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:05 2003 Page 10-0 6-1-3 11-6-10 17-M 23-0-0 28-5-6 33-10-13 , 40-" 4100.p 1 0 0 6-1-3 5-5-6 5-" 64)-0 5-" 5-" 6-1.3 1-0-0 Sob • 1:66.6 5A = 54 = 6 5 5.00 12 — 30 G 3.4 4 7 SE! 5>f5 3 6 g 2 B 701dyytit - 3.9 _ 15 15 14 13 12 11 3n5 = 30= US = 3,i5= 314= 34= 3..4= 8 a 14 17-0.0 23-0-0 31-2-2 40-" T 14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets KY): 2:0-4.2 0-1-8 3:0-3-0 0-3-05:0-3-00-2-4 6:0-5-12 0-2-8 8:0-3-00-3-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-" 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) -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Vdefl = 360 Weight: 208 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 ocbracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (Ib/size) 2= 1951/0-8-0, 9=1951/0-8-0 Max Horz2=194(load case 4) Max Uplif12=-984(load case 4), 9=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 2-3=-3806, 3-4=-3512, 4-5=-2689, 5-6=-2494, 6-7--2689, 7-8=-3512, 8-9=-3806, 9-10=14 BOT CHORD 2-16= 3475, 15-16=3028, 14-15=3028, 13-14=2494, 12-13=3028, 11-12=3028, 9-11=3475 ' WEBS 3-16=-316, 4-16=438, 4-14=-722, 5.14=613, 6-14=-0, 6-13=613, 7-13=-722, 7-11=438, 8-11=-316 NOTES (5) 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) 9Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint i E 8 5) TrussEngineer. Junakfle Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, .K....... LOAD CASE(S) Standard ;' yr''•4 b P10. 4.5161 STATIE OF 6mwvmo - verW assl" ya pan umtsm and R&w rants oN rdgrs Am ws mm am scroxc vsa. Wit... Design valid for use only with MITsk oonnectofs. This design Is based only upon parameter drown, and is lot an Individual building component to be Installed and boded venbolly. Applicability of design paramftets and proper Incorpwatlon of component is responslbaty of building despnet - not huss designer. Booing shown is tot lateral support of Individual web members only. Additional temporary bracklg to Insure stabilly during condructbn is the tesponslblilty of the weclot. Additional permanent bthoing of the overall stfucture is the responslbUy of the building designet. Foil general guidance regarding lobrlcollon, quality control. staage, doWery,.tectlon and bracing, comu8 Q$T-lit Quality Standard, D8t-89 tracing Specification, and Hlt-91 Handling Installing and Nlg acRecommendation) avollable hom TrussPlate Institute, 583 D'Onb ohDohs, Madison, W163719, M ITek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Jr cc 0 For 4 x 2 orientation, locate 3: plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-NalilJoint/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 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM018,019 M Hyma,MR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. O 1M Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421388 DR1965E A19 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:05 2003 Page 11 1* 6-9-3 12-10-10 19-" i 21-0.0 , 27-1-6 33-2-13 40-0-0 1-0-0 6-913 6-1-6 6-1-6 2.0.0 0-1-6 6-1.6 6-9-3 1-0-0 Sew • 1'".6 5 B 5.00 12 3.4 y 3.4 0 3 3 e2In- 3.0 = Is is 14 13 12 11 3.8 3.4 = 34 = 3.4 = 3.4 = 3.6 = 3.4 9-9-14 19-0-0 i 21-0-0 30-2-2 40-0-0 941-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-0 0-3-0 5:0-3 0 0-2-4 6:0-3-0 0-2-4 8:0-3-00-3-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.36 14-16 >999 M1120 249/190 TCDL TO Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 SCLL 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 Vdeft = 360 Weight: 203 lb LUMBER BRACING'- TOP CHORD 2 X 4 SYP No;2D TOP CHORD Sheathed or 2-11-1 oc purlms. BOT CHORD 2 X 4 SYPNo2D BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/ size) 2=1951/0-", 9=1951/0-8-0 Max Horz2= 214(load case 4) Max Uplift2=- 1008(load case 4), 9=-1008(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2.3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6.7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=23(74, 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 (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-96 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 1008 lb uplift at joint 2 and 1008 lb uplift at y joint 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.- LOAD CASE( S) Standard ' 4.0 ANO.45161 mot STATE OF NORID h LA WAMMO - VerW dosi rt parassWav and R&W NOMS o1V'T= A11W MVERSB SM 88r0 to trsa. w® Design valid for use only with Mitek connectors. This design is based only upon parameters shown, and is for an IndMduol building component to be Installed and loaded vertically. AppilaobMry, of design parameter and proper Incorporation of component is respon"y o1 building designer - not truss designer. Bracing shown is for lateral support of Individual web member only. Additional temporary bracing to Insuie stability during co ndiuction is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibMty of the building designer. For general guidance regarding tobiicotion, quality contiot. stoma•, delivery, srectk>n and bracing, cxmsull OST-SS Quality standard. DSS-49 srackV Specification, and HIS-91 A' Handling Installing and bracingRecommendation available from TiussPlate Institute. 843 D'OnohbDillM e. Madison, WI63719. ® Symbols PLATE LOCATIONAND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 cr U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required OA; 00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. aU 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. BEARING WISC/ DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. MiTeke CLIP PAN£ L TM Foannoie, oiv onn ® #"RO,AJA(10 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. 0 1M Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON DR1966E A7 ROOF TRUSS 1 2 14421389 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:Oe 2003 Page 0 3-9-14 i 7-0-0 13-6-14 20.0.0 265-2 3340-0 36-2-2 , 40-0.0 41-0-0 14)-0 3-9-14 3-2-2 6-e-14 6-6-2 6-5-2 6-e-14 3-2-2 3-9-14 1.0-0 SCW•1:65A 500 = 600 = I95 = 7x8 = 4we = 5.00 F12 4 5 5 7 a 2.4 2A 3 9 2 10 itl d1 Us = 15 15 14 13 12 3x5 3x4 = 64 = 34 = 5's = U4 7.0-0 13-6-14 20-" 26-5-2 33-" 40-0-0 7-0-0 66-14 6-5-2 6-&2 641-14 7-0-0 Plate Offsets MY): : 2:0-4-2 0-1-8 4:0-4-0 0-3-4 6:0-4-00-4-8 8:0-4-00-3-4 10:0-4-2-0-1-8 13:0-3-00-3-4 15:0-3-00-3-4 LOADING(pso SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.94 14 >500 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -1.09 14 >432 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-" oc purlins. 4-6 2 X 6 SYP No.2ND, 6-8 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. BOT CHORD 2 X 4 SYP No.2D *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, 10-387510-8-0 Max Horz2=-92(load case 5) Max Uplifl2=-2516(load case 2), 10=-2516(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2= 14, 2-3=-8441, 3-4=-8545, 4-5=-12386, 5-6=-13791, 6-7=-13791, 7-8=-12386, 8-9=-8545, 9-10=-8441, 10-11=14 BOTCHORD 2-16=7643, 15-16=7951, 14-15=12386, 13-14-12386, 12-13.7951, 10-12=7643 WEBS 3-16=299, 4-16=685, 4-15=4852, 5-15=-1698, 5-14=1540, 6-14=-991, 7-14=1540, 7-13=-1698, 8-13=4852, 8-12=685, 9-12=299 NOTES ( 8) 1) 2- ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. t _ Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. (f 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. I .•' i F i(,+'.• r 3) Wind: ASCE 7- 98 per FBC2001; 120mph• h=18ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure B; partially;MWFRS g ' ;'Sys' .•'fr end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. ' •' 4) Provide adequate drainage to prevent water ponding. tA 5) Provide mechanical connection ( by others) of truss tobearing platecapable of withstanding 2516 lb uplift at joint 2 and 2516 lb uplift ; P10, 4.5161 joint 10. . 6) Girder carries hip end with 7-0-0 end setback ..c • jy' 7) Special hanger(s) or connection(s) required to support load(s) 603.21b down and 470.91b at 33-0-0, 603.21b dow i* STATE OF concentrated up and •• t; Q and 470.91bupat7-M on bottom chord. Design for unspecified connection(s) is delegated to the building designer. •. . •` 8) Truss Engineer. Junaidie Budimen, PEX45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, -0 I 4 'OR LOAD CASE(S) Standard 1) Regular. Lumber Increase= 1.33, Plate Increase=1.33 tAw,tJex No - verm ds.tpn pamnwtert, and wee Norm oN Tms Am ltaT+a m area maroi to vat. 41) Design valid for use only with MITok connectors. This design Is based only upon parameters Mown, and is for an Individual building component to be Installed and loaded verticaly. Applicability of design porameeert and proper incorporation of component is responslblWy of building designer - not truss deslgnef. Bracing shown Is lot lateral support of IhdNldual web members only. Additional temporary brocing to Insure stability during construction is the responslbilly of the erector. Additional permanent brbckng of the overall structure 6 the msponsibilty of the building designer. Poi general guldanae regarding fabrbatio n, quality control. storage, de"iy, erection and bracing, consul QST-68 Cually standard, DSI-89 lmcRtg Spoeftatlon, and HIS-91 Handling Instalrae inp and aing Recommendation availablefromTrussPlots Instlute, 893 D'Onohb DrWs, Madison, WI63719. M iTek Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal rotor to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz ZAJ5Q 0 0O Oaca a FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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 g which bearings (supports) occur. MiTeko TM PIllANEL CLIP FORM016.019 MVMO,IUR General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1 "3 Mitek Holdings, Inc. Job Truss Truss Type Qty Py HORTON DR19ME A7 ROOF TRUSS 1 2 14421399 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 2716:07:06 2003 Page LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-74.0, 4-8=-154.2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (Ib) Vert: 16--603.212=-603.2 l No. 45161 STATEOF AWAMMIG - Virro doing pa unioirtsra and MLW NOTZB ON TM AND R6V== 8I08 BEFORE UBi. Design valid for use only with Welt oonnectois. This design It based only upon parameters shown, and Is to an Individual building component 10 be Installed and boded vsnloWy. Applicability of ded*n parameters and proper hootporatlon of component Is msponsR>Wly of build" designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bioaing to Insure stabilitydut" construction It the tesponsibility of the erealoi. Additional permanent tx'* p of the overol structure Is the responsiblWy of the building designer. Fot gitneial guidance regarding tcbrbotlon, quality contiol. stoic**, deWvery, election and bracing, consul! QsT-sa Quality standard, 086-89 sraekr* Specification, and HIB-91 MiTek® Handling kntaslna and 11m ckp Recommendation avalable from Truss Plate Institute, 5e3 D'Onosb Drtve, Madison, w153719. Symbols PLATE LOCATION AND ORIENTATION t 3/, *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MRek/Gang-Nail Joint/Plate Placement Chart. 0 0 U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke PANEL TM CUP FORM018.019-n'A'. HYDAOi1!/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 joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. OO 1993 Mitek Holdings, Inc. Job Truss Truss Type aty Ply HORTON K421390 DR1965E A9 ROOF TRUSS 1 1 o tonal ACCU•SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 2716:07:06 2003 Page fOT 4-9.14 9-0.0 1414 , 20.0.0 , 26.641 31-0.0 35-2-2 40-0.0 4,t1 0-p 1.041 4-9.14 4-2-2 541-0 5.6.0 6-8.0 5-8.0 4-2-2 4-9-14 1-0-0 Scars • 1411.6 54 = 3x4 = 5x5 = 3x4 = 5.00 rl2 4 5 5 7 8 20 2X4 3 9 J 2 10 111d1yy 3x8 = 17 15 15 14 13 12 Uri = US = 4A = 3x4 = 3.4 = 44 = 3.9 = 9 0 0 16.4-0 2341-0 31-0-0 400.0 i 9-0-0 7-4-0 7-4-0 7-40 9-0.0 Plate Offsets MY): : 2:0-4-2 0-1-8 4:0-3-00-2.4 6:0-3-00-3-08:0-3-00-2-4 10:0-4-2 OA -81, 116:0-3-0,Ed e LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/delll PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.51 15 >933 M1120 2491190 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 1st LC LL Min Well = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc puriins. BOT CHORD 2 X 4 SYPNo.20 BOT CHORD Rigid ceiling directly applied or 3-10-11 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 Horz2=-114( load case 5) Max Uplift2=-997( load case 2), 10=-997(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 2-3=-3855, 3-4=-3566, 4.5=-0329, 5-0=-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=4756,13-14=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 (5) 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 bearingplate capable of withstanding 997 lb uplift at joint 2 and 997 lb uplift at joint p 10. 5) Truss Engineer: Junaidie Rudiment PE#45181. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. ,..+.+..• ! LOAD CASE(S) Standard ' ; •Sys •.+ 4 No.45161 OC STATE Tr L p waMNO - ve. Wdeetyn pa.ctmmce.s and R1lf D NOrBS ON raial AND RXVZRa8 Stec earana vaa. Design valid for use only with MRek conneclors, This design Is bawd only upon parameters shown. and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component k responsbBBy of building designer • not truss designer. Bracing shown It lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction k the tesponsblBty of the erector. Additional permanent bibelrlg of the overall structure If the teaponsblpty of the building designer. For general guidance regarding fabrication. Quality control, storage. dellvsry, erection and bracing, consull C:1.66 cualMy Standard. 086.89 Bracing Specification, and HIN-91 Handling Installing and 11roaUW RecommendotWavailable from Truss Plate Institute, 683 D'Onohb Drive. Madison, Wl63719. MITek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/4" securely seat. J2 J3 J4 owner and all other interested parties., 4 TOP CHORDS 2. Cut members to bear tightly against eachC7 other, a VVEBS J5 3. Place plates on each face of truss at eachQ"'::*For 4 x 2 orientation, locate o _ 0 cc joint and embed fully. Avoid knots and wane plates from outside edge of 0 o a at joint locations. truss andd vertical web. 0. 4. Unless otherwise noted, locate chord s icespl' Iat14 panel length(+ 6" from adjacent joint.) C, o BOTTOM CHORDSThissymbolindicatesthe 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. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in ail respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, "rf no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MA A T® engineer. 15. Care should be exercised in handling, TM PANEL CLIP erection and installation of trusses. 4 1"3 Mitek Holdings, Inc. FORMO1B4O19 MYDRo,AIR® Job Truss Truss Type Oty Ply HORTON 14421391 DR1965E B7 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5,000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:07 2003 Page i -1-0-0 , 3.9-14 7-041 11-2-15 15-4-1 19-7-0 1.0.0 3-9-14 3-2-2 4-2-15 4-1-3 4-2-15 Sure - 1:34.4 es = 3 e I I US 4 88 8 7 5.00 /2 2x4 3 3 d1 11 10 9 3.8 3A = 3x4 = 7,d1 = 3x4 II 7-0-0 11-2-15 15-4-1 19-7-0I 7-0-0 4-2-15 4-1-3 4-2-15 Plate Offsets X Y : 2:0-0-0 0-0 0 3:0-M 0-0-04:0-2-00-3-12 5:0-M 0-0-0 6:0-M 0-" :0-" 0-" 9:0-2-8 0-4.8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.16 10-11 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.19 10-11 >999 BCLL 0. 0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.05 8 n/a BCDL 10. 0 Code FBC2001 Matrix) 1 st LC LL Min Udefl = 360 Weight: 127 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,213 *Except* TOP CHORD Sheathed or 3-3.5 oc purlins, except end verticals. 4-7 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 'Except' 7-82X4SYP No.2D REACTIONS (lb/size) 8=1962/0-3-0, 2=1803/0-8-0 Max Horz2=238( load case 4) Max UplifB=-1327( load case 2), 2=-1124(load case 4) FORCES (lb) - First load Case Only ' TOP CHORD 1- 2=34, 2-3=-3707, 3-4=-3555, 4-5=-3464, 5-6=-2334.6-7=-2334, 7-8=-1838 BOT CHORD 2- 11=3331, 10-11=3313, 9-10=3461, 8-9=103 WEBS 3-11=- 63, 4-11=777, 4-10=178, 5-10=84, 5-9=-1365, 6-9=-629, 7-9=2701 NOTES (7) 1) Unbalanced roof live bads 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; parbally;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. ppr h 3) Provide adequatedrainagetopreventwaterponding. 1 13V.,V! 4) Provideemechanicalconnection (by others) of truss to bearingplate capable of withstanding 1327 lb uplift at joint 8 and 1124 lb uplift at n` 2 ,• 111 If; ' 5) Girder carries hip end with 7-0-0 end setback ;'tryP .4 6) Special hanger( s) or connecdon(s) required to support concentrated load(s) 603.21b down and 470.91b up at 7-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. # 7) Truss Engineer: Junatdie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. f , 45161 LOAD CASE(S) Standard , -SYATIE 1) Regular. LumberIncrease=1.33, Plate Increase=1.33 . Uniform Loads (pli) ( Vert: 1-4=- 74.0, 4-7=-154.2, 2-11=-20.0, 8-11=-41.7 • O R I Concentrated Loads (lb) Vert: 11=-603. 2 A WARMNO - Ver•( f# dralIgn paramstere and READ NOTES ON THIS AND =V6RSB a= BAPORE 111110. Design valid tow use only with Wok connectors. This design is based only upon patametem shown, and is foi an individual building component to be installed and boded verticaly. App4cob0 ty of design potometen and proper kvmpotatlon of component is fesponslbMty of building desgnw - not Muss designer. Bracing shown is rot kltwol suppod of Individual web members only. Additional Wmpoiaty broohg to Insure dabNlly duthg conshuctbn is the msponslblllly of the erector. Additional peirnonent bibchg of the overal structure is the responslbWty of the building designer. Foi general guidance regarding tobrbation. quaMly conhol, storage, c1st"iy, erection and biochg, consul 051.84 Quality standard. 031-89 Srachp Spoeftallon, and HIS-91 Handling InslalMg and bracln0 Itecommendatlonavoloble horn bun Pbte Instlute, 883 D'Onohb DiNe, Madison, W163719. MiTek® 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, i 0 Q 0 For4 x 2 orientation, locate plates IA" from outside edge of atrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the M ok/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required Ite continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. M Teke TM PANEL CLIP FORM018,019 fir' ® HMRO-WRO AGenerai Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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. 4. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc Job Truss Truss Type ally Ply HORTON 14421392 DR1965E B9 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:08 2003 Page 1-0.0 , 441-14 9-0-0 14-3.8 19-7-0 11-0.0 4-9-14 4-2-2 5-3.8 61 e Seals • V34.4 4,e = 34 = 20 II 4 6 6 5.00 F12 20 3 2 B 8 3x0 — Sx8 = 2x4 II U4 = 9-0-0 14-3-8 19-7-0 9-0-0 5-3-8 5-3-8 Plate Offsets KY): : 9:0-2-12 0-3 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vart(LL) 0.05 9 >999 M1120 249/190 TCDL, 7.0 Lumber Increase 1.33 BC 0.45 Vert("TL) -0.16 2-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.03 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-9 ocpudins, except and verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=898/0-3-0, 2=1001/0-8-0 Max Horz2=306(load case 4) Max Upliff7=-506(load case 2), 2=-516(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14,23=-1570, 3-4=-1216, 4-5=-1122, 5-6-0, 6-7=-190 BOT CHORD 2-9=1428, 8-9=850, 7.8=890 ' WEBS 3-9=-336, 4-9=111, 5-9=286, 5-8=104, 5-7=-1105 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001;120mph; h=18ft; TCDL=4.2pst, 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 7 and 516 lb uplift at joint 2. p 4) Truss Engineer: Junaidie Budimen, PE11r45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ` O LOADCASE(S) Standard` .•j{(F%04+ t No. 45161 ,k ss STATE OF f AWAmwo - Verft do* yn paranwttm and Rvw NOTES oN Tzin AND mvmm an varo iL Em. Design volld for use only with MI1ek connectors. Thk design Is bawd only upon parameters shown, and Is tot an ksdkidual building component to be Installed and boded vertically. Applicability of design parameters and proper Ineorporatlon of component It responsibility of building designer - not truss designer. Bracing shown Is tat lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the etectcf. Addltbnal. pesmonent btbcklg of the overall structure Is the responsibility of the bulding designer. For general guidance regarding fabrication, quality conhd, storage, de"ty. erection and bracing, consult QBT-88 dually Standard, DSI.89 Bracing Specilication, and His-91 Handling lWalllna and Bracng Recommendallon avallable from Truss Plot* Institute, 583 D'Onotilo Drive, Madison, W153719. MiTek: Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 cc x U a 0 F_ 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 s MiTek° AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at 114 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 Mrvaly N0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421393 DR1965E C1 MONO HIP 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:10 2003 Page 4-9-14 9-0-0 -----1.4-4-0- r-1_0-0 1-0-0 4-9-14 4-2.2 6-4-0 Sall • 1:25.5 2M II 4 5 5.00 rl2 2x1 3 3 FEj 19 3x1 = 7 5 3M= 3._ 8 1-12 14-4-0 9-1.12 5-2-4 Plate Offsets Y : 2:0-1-8 0-1-8 4.0-5-4 0-2-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) 0.03 7 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.15 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Vdefl = 360 Weight: 72 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly appliedor 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=747/0-1.8, 6=664/0-1-8 Max Horz2=3060oad case 4) Max Uplift2=-399(load case 4), 6=-366(load case 2) FORCES (lb) - First Load Case Only TOP'CHORD 1-2=14, 2-3=-1023, 3-4=-613, 4-5=-0, 5-8=-192 BOT CHORD 2-7=940,6-7=577 WEBS 4-7=305, 3-7=-409, 4-6=-715 NOTES (6) 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2, 6. 4) 6Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 366 lb uplift at joint 5) Beveled plate or shim required toprovide full bearing surface with truss chord at joint(s) 6. 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ( LOAD CASE(S) Standard yt ' ,kP10. 45161 = STATE OF t . 1 A WAMM© - v rW &&tiro paranwitere and RIM xOMS CW 7 AM xvXJM llama Sisi = use. ••••® Design valid for use only with Welt connectors. This design is based only upon parameters shown, and is for an IndtMuai bullding component to be Insiched and loaded vertloolly. Applicability of derign parameters andproper Incorporation of component is responsibWfy of building designer - not truss designer. Siccing shown is for lateral support of Individual web mernbers only, Additional temporary bracing to Insure stabaly during construction is the responsibility of the erecto;. Additional permanent bilb In of the overall structure is the nespon0s3Mty of the building designer. For general guidance regarding fobrloatlon. quality conbot storage, deh*iy, stectlon and bracing, consull OST•88 OualRy standard, DSs-89 srocing speoftalion, and Hls•91 Mi'Tek® HandlinginstolUnasroPuandcingRecommendationavolioblefrombussleInstitute. 583 D'Onotrlo Drive, Madison. WI $3719. 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 securely seat. 1.„ Us„ For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots.. LATERAL BRACING Indicates location of required 401:1, continuous lateral bracing. BEARING gnA Indicates location of joints at which bearings (supports) occur. oa 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 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 W1SC/DILHR 870040-N, 930013-N, 910080-N G MiTeke PANEL ` TM cup NMRO AFR 0 AGeneral Safety Dotes 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 potties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON 14421394 DR1965E CG FINK 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:11 2003 Page 1-041 , 4-3-5 7-" 10-8-11 — — - 14-4-0 1-041 4-3-5 3-2-11 3-2-11 3-7-5 Scab • 1:25.1 ore = 4 5A0 12 2ra4 \\ 2x4 5 3 8 2 13X6 e 5 7 to 3A = 314 = 3xt = 5-4-3 9-7-13 14-4-0 _ 5-4-3 4-3-10 441-3 Plate Offsets X Y : 2:0-1-5 0-0-6 6:0-0-1 0-0-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.13 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.16 2-8 >999 BCLL 0.0 Rep Stress incr NO WB 0.31 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl - 360 Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2D TOP CHORD Sheathed or 3-9-10 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1481/0.2-1 (input: 0-1-8), 6=1454/0-2-0 (input: 0-1-8) Max Horz2=112(load case 4) Max Upliff2=-923(load case 4), 6=-841(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-2519, 3-4=-2348, 4-5=-2192, 5-6=-2318 BOT CHORD 2 9=2301, 8-9=2301, 7-8=1534, 7-10=2062, 6-10=2062 ' WEBS 3-8=-316, 4-8=1024, 4-7=776, 5-7=-147 NOTES (6) 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) WARNING: Required bearing size at joint(s) 2, 6 greater than Input bearing size. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 923 lb uplift atjoint 2 and 841 lb uplift at joint 6t 5) Special hanger(s) or connections) required to support concentrated load(s) 750.71b down and 512.91b up at 3-1-4, and 766.01b down and 569. 61b up at 11-8-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. i t F l +, * 1 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ; G .4 LOAD CASE(S) Standard # J 1) Regular. lumber Increase=1.33, Plate Increase=1.33 P40, 4.5161 Uniform Loads (plf) i Vert: 2-6--20.0, 1-4=-74.0, 4-6=-74.0 Y, , u'iY ConcentratedLoads (lb) w9 OF Vert: 9=-750.710=-766.0 h, e Q R I L'` A WAnmm - Verm des4n ;par ten ww nuo Norxs oN Tws ANDitsmil w am B uepti2 tw. esrrns Design valid lot use only weh MRsk connectors. This design is based only upon parameters "wn, and is for an Individual building component to be installed and loaded vertically, Applicability of design parameters andproper Incorporation of component is responsibility of building designer - not trust designer. bracing shown is for lateral support of Individual web members only. AddRional temporary bracing to Insure stability during construction is the responslbiity of the erector, Additional permanent brisdkng of the overall shuclur4r Is the responsibility of the building designer. For general guidance regarding lobrloalbn, quality control, storage, delivery, erectlon and bracing, consuff CST•ss Quality standard. DSS-89 gracing speciflcatkm, and HIN-91 Handling Installing and {rocin0 Recommendation available from Truss Plats institute, 583 D'Onoblo Drive, Madison, W 153719. M iTek Symbols PLATE LOCATION AND ORIENTATION t 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 4„ For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gamy-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. MTeko Z® PANEL TM C&L-. LIP FORM018,019 General Safety Dotes Failure to Fallow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords recuire 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. 01M M tek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421395 DR1965E D ROOF TRUSS 3 1 optional) ACC -SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:12:06 2003 Page 1-0-0 445-0 9.0.0 10.0.0 1-0-0 480 4.6-0 14)-0 soar. • 1:18.0 4,m = 3 00 12 4 2 yy5 d 34 2.4 11 r 6 0.10.10 1,Ot0, 441-0 e-0-0 9-0-0 i 0-10-10 0-1.6 3-4-e 3-" 1-0.0 0-1.8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.35 Vert(LL) 0.03 2 >408 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.06 1 >210 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 34 lb LUMBER BRACING , TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No3 REACTIONS (Ib/size) 8=506/0-3-0, 6=497/0-1-8 Max Horz8=68(load case 4) Max UplifB=-345(load case 4), 6=-338(load case 5) FORCES ,(lb) - First Load Case Only TOP CHORD 1-2-28, 2-3=-257, 3-4=-256, 4-5=28 BOT CHORD 2-8=164; 7-8=164, 6-7=164, 4-6=164 WEBS 3-7=-129 NOTES (5) 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 leftand 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 345 lb uplift at joint 8 and 338 Ib uplift at joint 6. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir, N., Pembroke Pines, FL 33331. 13 tkf— LOAD CASE(S) Standard P10, 45161 yk • uTATIEOF OR% , L AIYAWOM - Yerft de*4n pasaaseters and READ NOTl18 ON TWS AND RLVXR8a BIDE BEFORE D81T. was® Design valid tot use only with Mliek connectors. This design Is based only upon palameten shown, and Is tot an Individual bulding component to be Installed and loaded vettlaaly. Applicability of design poiamolwsand pfoper Incorpoiatlon of component Is tesponsk>Wty of building design - not oust designer. Bracing shown Is tot lofetal support of Individual web members ony. Additional temporaty bracing to Insure stabilityduting consituction Is the tesponsiblltty of the etectaf. Additional permanent bibcing of the overall shucluto Is the iesponsibalty of the bulkding designs. For genial guidance iegaiding tobilcallon, quality conhol, stoiage, delivery, •iectW and bracing, consul OST-88 Quality Standard, DS9•e9 Srooing Specification, and N11-91 Handling Installing and Wicking Neaammesdaflon avalm Pb obleIsoDunteInstitute, 593 D'OnoBb Drive, Modlion, W163719. MiTek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 cc O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke PANEL TM Z® CLIP FORM018,019 HMPOWR(1) General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 01M Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421396 DR1965E D3 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 2716:07:13 2003 Page 1-041 i 3-" 6.0-0 -- 9-0-0 10.0.0 140.0 3-" 3 0 0 3-" 14).0 sw.•+:1e.2 9 s 5,00 12 5 2 Li e I 9xe 2x4 II 2z/ II U4 a 9 a i 1-0-0 3-0-0 6-0-0 6-0-0 8-" , 1-0.0 2-0.0 3-04) 2-0-0 1-0-0 Plate Offsets MY): : 2:0-2-15 0-1-8 3:0-M.0-1-4 4:0-3-00-2-9 5:0-2-15 0-1-8 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.04 8-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.08 6 >161 BELL 0.0 Rep Stresslncr NO WB 0.04 Horz(TL) 0.00 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No 2D *Except* TOP CHORD Sheathed or 6-" oc puriins. 3- 4 2 X 6'SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0oc bracing. SOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 10=583/0-8-0, 7=583/048-0 Max Horz10=52(load case 4) Max Uplifl10=402(load case 4), 7=-402(load case 5) Max GravlO=597(load case 6), 7=597(load case 7) FORCES ( lb) - First Load Case Only ' TOP CHORD 1-2=28, 2-3=253, 3-4=-159, 4-5=-253, 5-6=28 BOT CHORD 2-10=170, 9-10=170, 8-9=159, 7-8=170, 5-7=170 WEBS 3-9=-94, 4-8--94 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=181t; 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 402 lb uplift at joint 10 and 402 lb uplift at joint ' •,. iF "•. 7. . 5) Girder carries hip end with 3.0-0 end setback ' ;'t,y ••+ 6) Special hanger(s) or connection(s) required to support concentrated load(s) 70.5115 down and 55.01b up at 6-0-0, and 70.51b down and ' ••' 55. 0Ib up at 3-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer: Junaidie Sudiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. M. 4.5161 LOAD CASE(S) Standard • 1) Regular: Lumber Increase-11.33, Plate Increase=1.33 STATE OF•• ; Uniform Loads (plf) ye „p,#a•'r'' Vert: 1-3=-74.0, 3-4s-80.2, 4-8--74.0, 2-9=-20.0, 8-9=-21.7, 5-8=-20.0 _y_'.,R1 Concentrated Loads (Ib) Vert: 9=-70.5 8=-70.5 f j waxlr M - very a son panursole+1, and MLJW Nonce ON TWX AND REVIU set UM RZFOAa vac. •••e••+ Design valid lot use only with Mltek connectors. This design Is based only upon parameters shown, and Is fa an Individual building component to be Installed and loaded vsrilooky. AppNwablNty of design parameters and proper Inccrpaallon of component Is responslbWy of bulkIN designer - not huss designer. Bracing shown Is lot lotstal support of Individual web members only. Additional temporary brochq to Insure stability during construction Is the responsibility of the eteclor. Additional permanent brbclnq of the overall structure Ill the respotuRslllty of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, efectlon and bracing, consull Qs1-04 Quality Stallard, 031.69 Bracing SpeoftaOon, and HIS-91 MiTek® HandlingInstaRlnaandBracingRecommendationovaNablefromiruuPlatsInstitute. 593 D'Onohlo Drive. Madison, Wl 63719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. i For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular pWing formal refer to the MRek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 0 cc U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING V nA FORM018,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek° 00 HMRO-AIR 0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 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, TM PANEL CUP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, "rf no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. , Job Truss Truss Type Qy Ply HORTON 14421397 DR1965E E ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:13 2W3 Page 4.3-0 8-6-0 4-3-0 4-3-0 4X = Soak • 1:19.6 2 5.0D 12 3.4 y 30 3 1 8 5 4 2x4 II N4 II 43-0 8-6.0 4-3-0 4-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) -0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 5-6 >999 SCLL ' 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a BCOL- 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No3 REACTIONS (lb/size) 6=386/Mechanical, 4=386/Mechanical Max Horz6=-68(load case 2) Max Uplif--185(load case 4), 4=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD1-2=-275, 2-3=-275, 1-6 =-345, 3-4=-345 BOT CHORD 5-6.0, 4-5=0 WEBS 2-5=-92, 1-5=268,3-5=268 , NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FSC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 6 and 185 lb uplift at joint 4. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Qif. 13 r f N.• V LOADCASE( S) Standard pie .•'.1'. y k No. 4.5161 STATE tgoiil re 41 YON/ 1M WARIMO - VerW &*Wn ptuvan Oom and READ MOMS ON TWS AND =V== SIDE RZFOM UM. Design valid for use only with Welt connectiok This design It based only upon parameters shown, and k lot an Individual bulling component to be Installed and loaded vatllralty, Applicablity of derdgn porameWs andproper Incorporation of component It responslbilly of building designer - not hues designer. Bracing shown b fat lateral support of -Individual web members only. Additional temporary brochg to Inure dabilly duringconstruction Is the respondblMty of the ereclor. Additional permanent bracing of the overaN structure is the mspohslbwly of the bulkddng designer. For general guidance regarding fabrication, quasty conhol storage, delivery. erection and bracing, consul QST46 auoBry standard. DSI.89 Bracing Specincallon, and HIS-91 Handling Indoli nffi and Imcing Reoornmendatkm ovallable from Dun plate Institute. $83 D'Onollo Do", Madison. W153719. MiTek® 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. ir rt O For,4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. r- 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 formal rotor to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to 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 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MITe e C41 PANEL Tu CUP fORM016.019 awns:-nwt ®.:. HMR0-A1JW® 4&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1"3 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421398 DR196SE E3 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:14 2003 Page 3-0-7 5 5 9 8-" 3-0-7 2-5-2 3-0-7 IOX12 = Seater 1:17.6 IN12 = 2 6 10 3 svo 12 3.4i -4 4 El 3X4 = 6 7 11 12 6 5 30 = 2A II 2A II 3-0-7 5-5-9 8-6.0 3-0-7 2-5-2 3-0-7 Plate Offsets X Y : 2:0-6-0 0-2-8 3:0-6-0 0-1-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) 0.01 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 7 >999 SCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) -0.00 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well - 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except' TOP CHORD Sheathed or 6-" oc purfins, except end verticals. 2-3 2 X 10 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYPNo.3 REACTIONS ( lb/size) 8=424/Mechanical,5=424/Mechanical Max Horz8=26(load case 4) Max Uplif6=412(load case 2), 5=-412(load case 3) Max Grav6=433(load case 6), 5=424(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=-423, 2-9=-356, 9-10=-356, 3-10=-356, 3-4=-423, 1-8=-387, 4-5=-387 BOT CHORD 7-8=50, 7-11=356, 11-12=356, 6-12-356, 5-6=50 WEBS 2-7=-75, 3-6=-75, 1-7=343, 4-6=343 NOTES ( 7) 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=S.Opsf; occupancy category 11; exposure B; partielly;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) Refer to girder(s) for truss to truss connections. ••„... 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 8 and 412 lb uplift at join ••,1 l ECG j!, 5. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 69.91b down and 74.41b up at 3-0-7, 3.61b down and 40.11 at 3-9-12, and 3.61b down and 40.1lb up at 4-8-4, and 9.91b down and 74.41b up at 5-5-9 on top chord, and 17.31b down and 74.01b u 3- 0-7, 7.71b down and 49.91b up at 3-9-12, and 7.71b down and 49.91b up at 4-84, and 17.31b down and 74.01b up at 5-5-9 on botto N0. 45161 chord, Design for unspecified connection(s) Is delegated to the building designer. WO i 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. .# STATE; LOAD CASES Standard / 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Q r Uniform Loads (plf) / Vert: 1-2=-74.0, 2-3=-74.0, 3-4=-74.0, 5-8=-20.0 f L ConcentratedLoads (Ib) Vert: 2=-9.9 3=-9.9 7=-17.3 6=-17.3 9=-3.610=-3.611=-7.712=-7.7 WARMING - Vero des4a pwwatoters and READ NOTE$ ON TWX AND RBMCM E UM BEFORE USX. s>eslrs6r Design valid for use only with MRek connectors. This design k based only upon parameter Brown, and N la an Individual building component to be Installed and loaded vertloally. Applicability of design paramelers and proper hmporallon of component N responSt Wy of building designer - not truss designer, Bracing shown h lot lateral support of Individual web members only. Additional temporary bracing to Insure stability dulling oonshuetlon k the responsibility of the erector: Additional permanent biboirng of the oveta4 shuctute Is the tesponslotlty of the building designer. For general guidance regarding robrbation, quality control, storage, detvety, erecllon and bracing, consulf OST-68 Quality slandatd, OSS-89 Bracing Specification, and HI6.91 Handl, na InstaNI lna androclneRecommendationavailable from truss Plate Inslllute. 883 D'Onoelo Drive, Madison, W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/,. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. a"*For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular puling formal refer to the MRek/Gang-Nall Joint/Plate Placement Chart. 11-1Ii41FjFA Numbering System J2 J3 J4 TOP CHORDS 0 rt O x U a O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required te continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur. MTek® CLIP PANEL TM FORneo18,019 `AP'%'"`"'i® MMR97-MR0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 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 sheathedor 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. T4. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1M Mi#ek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421399 DR1965E EG FLAT 1 1 0 6onal ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek industries, Inc. Mon Jan 27 16:07:15 2003 Page 4-1-8 8-3-0 4-1-8 4-1-8 Stsis t:13.2 4.5 = t 4,e = 2 2x4 11 3 NA 3xto =: 5 4 20 II 4-1-8 8-" 4-1-8 4-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.05 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 53lb LUMBER BRACING TOP CHORD 2 X 6 SYP Ng2ND TOP CHORD Sheathed or 6-0-0 ocpurlins, except end verticals. 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 'Except' 1-6 2 X 6 SYP No.2ND, 34 2 X 6 SYP No.2ND REACTIONS (Ib/size) 6=618/0-3-0, 4=618/0-3-0 Max Uplift=-349(load case 2), 4=-349(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1.6=-579, 1-2=-1156, 2-3=-1156, 3.4=-579 BOT CHORD 5-6=-0, 4-5=0 WEBS 2-5=-540, 1-5=1196, 3-5=1196 , NOTES (5) 1) Wind: ASCE 7-98 perroC2001;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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 6 and 349 lb uplift at joint 4. 4) Gibercarries tie-in span(s): 5-" from 0-0-0 to "-0 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. R, V j LOAD CASE(S) Standard 1Q i •• 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert: 4-8=-20.0, 1-3=-138.6 V SPATE t3F WARi WO - verW assign panunwters and FWAD MOMS ON TW6 AND R6VZRW SIDS BZF0= UM ••• Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and boded vertically. Applicability of dMdpn parameters and proper krcorpaation of component is responsibility of building designer - not truss designer. siccing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the ereatOr. Additional permanent brbcing of the overall structure is the iesponetbNly of the building designer. For general guidance regarding tabrbatlon, quality control, stoups. delivery, siectlon and bracing, consult OST-e4 Quaky standard, DSI.89 Sraolng Spireftatbn, and HIS-91 MHandlingInstallingandBracingRecommendationavolablefromtrussPlateInstitute, 583 D'Onofrio Drive. Madison, W163719. iTek Symbols PLATE LOCATION AND ORIENTATION P/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall! Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40,10 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. M`iTeke TM PANEL CLIP Foanno18,o19 annKs ua QD MYQAO,A/R A&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1"3 Welk Holdings, Inc. Job Truss Truss Type Qty Py HORTON DR1985E FG ROOF TRUSS 1 2 1"21400 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:16 2003 Page 3-5-8 6-11-0 3S8 3-5-8 2.4 11 40 sWs•121.8 1 4X$ — 7 2 a 3 Li 9 10 5 11 4 Bzt = 2.4 II 2.4 II 0-p-4 3-5-8 6-11-0 0-0-4 3-5-8 3-5-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 5-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.18 Vert(TL) -0.02 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udefl = 360 Weight: 118 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No,2ND TOP CHORD Sheathed or 6-" oc purlins, except end verticals. 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 REACTIONS (lb/size) 6=1814/0-1-8, 4=2288/Mechanical Max UplifB=-984(load case 2), 4=-1231(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-6=-1615, 1-7=-1335, 2-7=-1335, 2-8=-1335, 3-8=-1335, 3-4=-2073 BOT'CHORD 6-9=0, 9-10=-0, 5-10=-0, 5-11=-0, 4-11-0 WEBS 1-5=1954, 2-5=-1012, 3-5=1954 NOTES (9) 1) 2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-941 oc. 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) Refer to girder(s) for truss to truss connections. Qto 13 a5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. `1,j 6) Provide mechanical connection (by others) of trust to bearing plate capable of withstanding 984 lb uplift at joint 8 and 1231 lb uplift at join G7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. .• C'?; 8) Special hanger(s) or connection(s),required to support concentrated load(s) 452.0Ib down and 266.11b up at 2-5-12, and 452.Olb dow ; L and 266.1lb up at 4-5-12, and 452.01b down and 266.11b up at 6-9-4 on top chord, and 88.71b down and 27.21b up at 1-0-1, and 1411 1 i down and 789.91b up at 2-11-12, and 623.31b down and 242.21b up at 4-11-12 on bottom chord. Design for unspecified connections delegated to the building designer. "C3 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ETE LOAD CASE(S) Standard A 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads "" e` rr• Vert: 1-3=-=-74.0, 4-8=-20.0 Concentrated Loads (lb) wpjam - Verb design parameters and mule moss om rms AND R6v6Rw smds 19a"As um. sst Design valid for use only with Mftek connectors. lhk design Is based only upon paeametsrs shown, and k tot an Individual building component to be Installed and boded vertically. Applicability of design posameters and propel Incoeporatlon of Component Is tesponslbWly of building designer - not hues designer. Brcckng shown Is lot latetal support of Individual web members only. Additional temporary blocha to Insure stability during construction Is the responsiblUly of the eteotot. Additional permanent bNoi ng of the overall shucture Is the mspon"y of the building designee. rot general guidance regarding tobtbatlon, quality conhol, storeys, delivery, etectlon and bracing, consult OST-88 Quality Standard, DS111-89 Sracing Specification, and HIS-91 M iTek Handling Installing and Bracing Itecornmendotlore avoNable hmoTruss Plate Institute, 583 D'Onoltb Delve, Madison, Wl53719. Symbols Numbering System AGeneral Safety Mates PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each2 " other. a WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - ; ; Q joint and embed fully. Avoid knots and wane plates I from outside edge of U O a at joint locations. truss andd vertical web. 10 a o 4. Unless otherwise noted, locate chordsplices Ilength(* 6" from 4uatpaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15, Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mtek Holdings, Inc. CLIP FORM016, 019 K' HMRQ,A/R® Job Truss Truss Type city Ply HORTON 14421401 DR196SE J ROOF TRUSS 20 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 27 16:07:17 2003 Page 1 0 0 7.0.0 1-0-0 7-0.0 3 SoW • 1<16.6 6.00 FI2 2 4 2A = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 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 Udefl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" ocpurlins. SOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz2=221(load case 5) Max Uplif13R-255(load case 5), 2=-175(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.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) oftruss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer: Junaidie Sudiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard d • No. 45161 6. STATE OF 4 QaL A WARl1f O • V*rW &#I" painIumliety anti Ratio Noma ON I= AND rl6V== srpe BEFORE I =. ••• Design va8d tot use only with MRek oonnsotors. This design 1t based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppBacblity of design potortlslers and proper Incorporation of component It resporalbgry of building designer • not hun designer, Bracing shown Is for lotsral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the sreclor. Additional permanent btboklg of the overall structure Is the responsb ility of the building designer. For general guidance regarding fabrication, quality oontrot, storage, der8vsty, etectlon and bracing, consult 081.88 Oua1Ry Standard, 089.89 Bracing Speeftatlon, and HIS-91 MHandlingInstallingand8rockpRecornmendatlonovallablefromTrussPlateInstitute. 593 D'Onohlo Drive. Madison. WI $3719. iTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATIONAND ORIENTATION Failure to Follow Could Cause Property 13/ 1 * Center plate on joint unless Damage or Personal Injury dimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the platestobothsidesoftrussandsecurely seat. building designer, erection supervisor, properly 8,. J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c3 2. Cut members to bear tightly against each other. o WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 h, 0 Q joint and embed fully. Avoid knots and wane plates I/s" from outside edge of a a it.- oat joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords p lacesI14 uC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING V nAIndicates location of joints at which bearings (supports) occur. WISC/ DILHR 870040-N, 930013-N, 910080-N sa MiTeke PANEL TM cuP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM019, 019 Job Truss Truss Type City Ply HORTON 14421402 DR1965E J3 ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:12:36 2003 Page 14)-0 3-0-0 1-0-0 3-0-0 Sure • 1:5.7 Soo 12 2 Nil = 5 4 1-0-0 1 4 0 3-0-0 1.0-0 0-4-0 143-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) 0,04 2 >332 M1120 249/190 TCDL 7.0 Lumber Increase 133 BC 0.36 Vert(TL) -0.06 1 >211 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.02 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No_2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=95/Mechanical, 4=-114/Mechanical, 5=373/0-3-0 Max Horzt=101(load case 5) Max Uplif8=-110(loed case 5), 4=-114(load case 1), 5=-239(loed case 4) Max Grav3=95(load case 1), 4=100(load case 4), 5=373(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28.2-3=29 BOT CHORD 2-5=0, 4-5=0 NOTES (4) 1) Wind: ASCE 7-98 per FBG2001;120mph; h=18ft; TCDL=4.2psf; BCDL=5.OpsF, occupancy category 11; exposure B; parUally;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 110 lb uplift at joint 3, 114 lb uplift at joint 4 and 239 lb uplift atjoint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1.t No. 45161 4 STATE L AWAMM - verW deet#n pw meters and READ Negras ON TlAS AM 1R6V== f?1W 86!' M veer. •••••® Design valid for use only with MITsk connectors. This desgn is bawd only upon parameters shown, and If lot an Individual bulkiing component to be Installed and loaded vertically. Appilooblity of design parameter and proper Incotpwatlon of component Is responsibility of building deslpnsr - not truss designer. Bracing shown k tor lateral support of Individual web msgrber only. Additional temporary bracing to Insure stability durkrg construction k the responsibility of the *motor. Additional permanent btbcing of the overall structure It the fesponsbNRy of the building designer. Pot general guidance regarding fobrbatloo, quality control. storage, dohery, erection and bracing, consult C6T46 Quality Standard, D31-69 !racing specMaallon, and NIB-91 Handift Installing traandcing available avable from Truss Plate Institute, 843 D'Onofrlo Drive, Madison, Wl 63719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. 0 cc U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. I II iTeke Z® PANEL rM CUP FORM018,019AO-A%RO General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421403 DR1965E JG MONO TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:19 2003 Page 1 0 0 3-8-2 7-0-0 1.0.0 3-8-2 3-3-14 2M II scale 1d8.1 3 5.00 r12 e 2 e 4 3.4 = 2M II 7-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) n/a - n/a M1120 249/190 TCDL TO Lumber Increase 1.33 BC 0.10 Vert(TL) -0.20 1 >83 BCLL 0.0 Rep Stress Incr NO WS 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-M ocbracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=280/0-1-8, 2=361/0-" Max Horz2=241(load case 4) Max Uplit#=-208(load case 4), 2=-241(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-5=-80, 3-5=67, 3-4=-218 BOT CHORD 2-6=0, 4-6=0 NOTES (6) 1) Wind: ASCE 7-98 per FBG2001; 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 4 and 241 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 61.81b up at 1-8-0 on top chord, and 13.Olb up at 1-8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. p J6) Truss Engineer: Junaidie Budimen, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t f31j, LOAD CASE(S) Standard 1) Regular: % ; Lumber Increase=1.33, Plate Increase=1.33 , •: Uniform Loads (plf) .• 4 Vert:1-3=-74.0, 2-4=-20.0 t ; P10. 45161ConcentratedLoads (lb) _ Vert 5=61.8 6=13.0 STATE OF f NAt. AWAR=w - Yerm dleeliprs parameRRRand RaAD NOTES ON THIS AND RICT/6RSS m sBarons use. w1 m1 Design valid lot use only with MRek connectors. This design is based only upon parameters shown, and is for an kndK4dual building component to be Installed and loaded vertically. Applicability of design parameters and proper Ineotpoiatlon of component is iesponslbilly of building designer - not touss designer. Bfackng shown is to Iaterol support of Individual web members only. Additional temporary bracing to knum stability duiN constwction is Inc responsibility of the eiectoi, Additonal permanent bibeing of the ovsroll structure is the iesponsR>Wly of the building designet. For gsnwol guidance regarding tobricatlon, quality conhol, storage, dellwry, erectlon and bracing, consult CST-8111 Quality standard, DSB-80 Bracing Specification, and NIB•01 Handling Installing. and Bracing Recommendation avalm ablelioTrucePlats Institute, 603 D'Onotrlo DiNo, Madison, W16371 D. MiTek Symbols PLATE LOCATION AND ORIENTATION 134 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 rr 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating fonnat fefef to the MiTek/Gang-Nall Joint/Plate Placement Chaft. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JS J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. M iTek" cup Foaa+o7s.oev ` PANEL TN Of General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, K 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 Truss Truss Type ally Ply HORTON 14421404 DR1966E JG1 FLAT 1 1 o tonal ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 2716:07:20 2003 Page 3-5.8 6.11-0 3-5.8 3.5-6 3*1 = scow • 1:11.5 t 3.4 - s 2 2x4 11 10 3 3x5 7 5 5 4 2x4 11 20 11 3.5-8 6.11-0 c 3-5-8 3.5-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 4-5 >999 BELL 0.0 Rep Stress Inor NO WB 0.42 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 5-0-9 oc purlins, except end verticals. 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 REACTIONS (lb/size) 6=689/0-1.8, 4=792/0-1-8 Max UplifS=-611(load case 2), 4=-634(load case 2) FORCES (lb) - First Load Case Only TOP CHORD1-6=-607, 1-9=-1294, 2-9=-1294, 2-10=-1294, 3-10=-1294, 3-4=-604 BOT CHORD 6-7=0, 5-7=0, 5-8=-0, 4-8=0 WEBS 2-5=-336, 1-5=1385, 3-5=1385 NOTES ( 7) 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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 611 lb uplift at joint6 and 634 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 56.41b down and 256.31b up at 2-11-3, and 11.6115 down and 126. 5115 up at 5-0-1 top 421.51b down and 371.81b 2-11-8, 368.91b down and 133.4115 4-11-12 on bottom onchord, and up at and up at chord. Design for unspecified connection(s) Is delegated to the building designer. •.+•' l F / .4#01 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 N0,45161 UniformLoads (pit) Vert: 4-6-20.0,1-3=-74.0 Concentrated Loads (lb) SrATIE OF Vert: 7=421.5 8=-368.9 9=-56.4 10=-11.6 •* AWARNY W - VerW destyn pasnansstersr and MLW NOTES ONTAIS AND MVXPAX BI311t 111118 M VU. Design valid for use only with Ml/ek connectots. this design Is based only upon parameters shown, and Is lot an individual building component to be Installed and loaded vertically. AppNcaWlRy of design parameters and proper lo=porallon of component Is responsibilly of building designer - not truss designer. Bracing shown Is fa lateral support of Individual web members only. Additional temporary bracing to Insure stability duringcondructlon Is the responslbORy of the erector. Additional permanent bracing of the overall structure k the responsibility of the building design; For general guidance regarding tabrlodtlon. quaNty contra, Waage, delivery, election and bracing, consull OST-65 Quality Standard, DSB-89 Braeft Specification, and Nlr v1 Handling InWaRm lrM andlmchVRecomendallonavailablefrom liuss Plate InstRute, 643 D'Onohlo Drlve, Madison, W 153719. MITek® Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a,. 0 Lr*For 0 4 x 2 orientation, locate plates I/a" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mffok/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® NYQIO,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 0 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, 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 © IM Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 1"21405 DR1965E JG2 FLAT 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5,000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:212003 Page 3-" 6-11-0 3-5-t1 3-5-8 W= SwM•1:1L5 1 3+4 = 0 2 2.4 II 10 3 US 7 5 8 4 2.4 11 : 2.4 11 3-5-8 6-11-0 35-8 3-6-8 LOADING (psi) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-5 oc pudins, except end verticals. 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 REACTIONS (lb/size) 6=677/0-1-8, 4=776/0-1-8 Max UplifB=-568(load case 2), 4=-577(load case 2) FORGES (Ib) - First Load Case Only TOP'CHORD 1-6=596, 1-9=-1266, 2-9=-1266, 2-10=-1266, 3-10=-1266, 3-4=-588 BOT CHORD 6-7-0, 5-7=0, 5.8=-0, 4-8=0 WEBS 2-5=-307, 1-5=1355, 3-5=1355 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; SCDL=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) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift atjoint 6 and 577 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hanger(s) orconnection(s) required to support concentrated load(s) 37.1lb down and 204.51b up at 2-11-3, and 77.91b up at 5-0-1 on top 423 61b down 371.81b 2-11-8, 372.31b down 133.41b 4-11-12 bottom Design forchordandandupatandandupatonchord. ,,` •+...•• 4/ unspecified connection(s) is delegated to the building designer. '+"'•.+•' VIC+., 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' •.•(, •• LOAD CASE(S) Standard : • 1)Regular Lumberincrease=1.33, Plate Increase=1.33 * No. 4.5161UniformLoads (plf) Vert 4-6=-20.0, 1-3=-74.0 "i * • j Concentrated Loads (lb) STATEVert7=-423.6 8 -372.3 9s-37.1 10=3.1 AWA MN0 - V+rW deoWn paramttors aad RffAD NOTES ON TM MTD JWVMW 5= BZF0= UBN. Design voNd tot use only with MITek oonnectots, This design is based only upon parometsn drown, and is fat an Individual buNdkng component to be Installed and boded veMloolly. AppNadbNlty of design poiamsters and proper Incorporation of component is tesponob>Illty of buNding designer - not truss designef. Bracing shown Is lot Metal support of Individual web members only, Additional temporary btoekng to k%urs stability during condiuclbn is the fesponslblilty of the woolol. Additional permanent b f)seing of the overall shuctuts is the msponslbWty of the buNdIng designer. For general guidance regarding labrbatlon, quality control. st fags, delivery, sltectbm and biocing, consult OST48 Dually Standard, DSI.89 Bracing SpecNlcatlon, and HIB-91 Truss Plot* Mandl" Installing and Bracing Recommendation ovalloble tioTruote Institute, 583 D'Onolrb DiNe, Madison, W153719. MITe^ Symbols PLATE LOCATION AND ORIENTATION etr13 * Center plate on joint unless dimensions Indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1A„_ ,/ n 6 For 4 x 2 orientation, locate plates 1/a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular pksting format rotor to the MQek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 Q 0 x U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J8 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WISC/DILHR 870040-N, 930013-N, 910080-N nA Indicates location of joints at which bearings (supports) occur. WWI sr PANEL CLIP FORM016,019 ®- MYEW04upe AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 9 no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, OO 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421408 DR196SE K ROOF TRUSS 6 1 Optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:22 2003 Page t 0 0 5-0.0 1.0.0 5.0.0 9 5.00 tz z 4 2M 5.0.0 5-0-0 LOADING (psf) SPACING 2-" CS1 DEFL in (loc) I/delll PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0,08 Vert(TL) -0.08 1 >199 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 Well = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-0 oc purlins. SOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz2=1 61 (load case 5) Max Uplil`13-178(load rase 5), 2=-159(load case 4) FORCES (lb)'- First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partlally;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 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOADCASE(S) Standard No. 45161 t ,k STATE OF WARMNO - Verft deetars parasnrtenr and R&W NOMS ON 7MO AND PBVXRW SM 82TO 6 USX. wrsss. Design vobd for use only with Melt Connectors. this design is based only upon parameters grown, and Is for an Individual building component to be installed and boded verticatV. Appbcabllby of design parameters and paper Irracrporatlon of component Is tesponsbHbty of building designer - not truss designer. Nocing shown Is far lateral support of Individual web members only. Additional temporary Wacing to Insure slabbby during construction It the responsibility of the erectoi. Additional permanent Wiscing of the overab structure It the respohslDlMly of the building designer. For generol guidance iegoiding fabrication, quality conhol, storage. deSvery, erection and Wocing, consul! OST-II Quality Standard, DSI-89 bracing SpecMtodllor% and HIS-91 ® M'j kHandlingIntlalllnqandbracingbecornmendationovababtehornTrussPlateInstitute, 593 D'Onohb Drlve, Madison, WI b3719. Symbols PLATE LOCATION AND ORIENTATION t'/+ * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal rotor to the MITek/Gang-Nail Joint/Plate Placement Chart. a Q O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 which bearings (supports) occur. MiTeke 0 PANEL TM CLIP FORM018,019 fnw MAIR 0 j,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with 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. O IM Mitek Holdings, Inc. , s . Job Truss Truss Type Oty Ply HORTON 14421407 DR19ME L ROOF TRUSS 8 1 optional) ACC -SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:07:23 2003 Page 1-0-0 M-0 1-0-0 3.0-0 scek s 1:0.7 s.o0 12 2 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight I lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 3-" oc purlins. BOT CHORD 2 X 4 SYP No.21) 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 Horz2=101(load cases) Max Uplif121=-99(load case 5), 2=-149(load case 4) FORCES (lb);- First Load Case Only TOP CHORD 1-2=29, 2-3==54 BOT CHORD 2.4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120Mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 149 lb uplift atjoint 2. 4) Truss Engineer. Junaldie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, LOAD CASE(S) Standard T SIF/•, y y NO, 45161 ` Iti i STATE aF L AwAmma - lrero &oWn parameters awd READ NOTES o1VTHIS AND RB vwm SIITl6 Bit rom wo. Design valid tot use only with Mott connectors, This design Is based only upon parameters shown, and Is for an IndMdual bu$dhg component to be Installed and loaded vertically. AppNaab*ty of design parameters and proper Incorporation of component is responsibltly of buBding designer - not truss designer. Bracing shown k tot loteral support of individual web members only. Additional temporary bracing to Insure dabnly during construction is the responslblllty of the erector. Additional permanent bibcing of the overall structure is the responsibility of the butding designer. For general guidance regarding tobrlcation, quailly conhol, storage, deNvery, erection and bracing, consull GST-BB OuaRly Standard, DSB-89 Brockng Specification, and HIB-91 M iTek Handling Installing and Bracing Recommendation available from 7run Rate Institute. 583 D'Onohb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt 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 LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WVISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. a M Teko TM PANEL CLIP FOR Oa c:-e ra2 ® HYAO-AIR0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01 "3 Mitek Holdings, Inc. , Job - Truss Truss Type Oty Ply HORTON 14421408 DR1965E L1 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 2716:14:09 2003 Page 1.0-0 3-1.8 1-0.0 3-1-8 sw• • t:e.e 6.00 12 2 4 3-1-8 r — 3.1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc purlins. BOT CHORD 2 X 4 SYP NO2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=75/Mechanical, 2=257/0-8-0, 4-27/Mechanical Max Horz2=104(load case 5) Max Uplifl3=-104(load case 5), 2=-149(load case 4) FORCES (lb) - First load Case Only TOP CHORD- 1-2=29, 2-3=-55 BOT CHORD 2-4=0 MOTES (4) 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 104 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. MLOADCASES) Standard STATE OFvF , ir N M' 1e WARNWO - Vor jy dirfilipn pw anwrtenr wW READ NOTJII:S ON TAM MTD Rai'== BIDE BX"RX U86. wr r+Er Design valid for use only with MITek connector*.' this design It based only upon parameters shown, and is for an Individual building component to be Installed and badsd vetticaNy. AppNcabNty of design parameters and proper Inowporotbn of component Is tespordlbOy of buNding designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary brachia to Insure dabli y during construction Is the responsibUlty of the erector. Additional permanent brDclnq of the overall diuctute Is the re{ponsbNNy of the buNding designer. For general guidance regarding fabrication, quality aontiol, store". delvety, irrlectlon and bracing, comull OU-68 Quality Standard, D8N-59 $rue" Specification, and Hi.-91 Handling Instafflnu and NrookV Recommendation ovaNable from Truss PDrive, PlateInstitute, 5a3 D'Onotr oMadison. WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate O plates I/e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING WnA FORM018,019 WISC/DILHR 870040-N, 93WI3-N, 910080-N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations, a 4. Unless otherwise noted, locate chord splices o at /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. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL 01993 Mitek Holdings, Inc. CLIP HYMO,AIRO Job Truss Truss Type oty Ply HORTON 14421409 DR1985E L24 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek industries, Inc. Mon Jan 27 16:14:31 2003 Page 2-" 2-5-8 seals-1:e.9 5.00 h2 2 4.6 s 3A i 4 2.5-8 2-5-8 Plate Offsets MY): : 1:0-0-11 0-2-0 LOADING (psi) SPACING 2-0-0 CS1 DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) Ma - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 1-4 >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 Udefl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 4 SYP No.31-4-15 REACTIONS (Ib/size) 1=113/0-1-8, 3=89/Mechanical, 4=24/Mechanical Max Horz1=95(load case 5) Max Upliftl=-39(load case 5), 3=-102(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-40, 2-3=27 BOT CHORD 1-4=0 ' NOTES (5) 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 at joint(s)1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 102 lb uplift at joint 3. 5) Truss Engineer. Junaidie Budiman, PEf145181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1 6 p LOAD CASE(S) Standard t kP10. 4.5161 STATE OF i aL Ampxwo - vwW design palmmetesw 4srwt READ Norte oN Tim AND Rimaw am atpoRt uss. Design void for use only with MITek co nnsctom 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 Irimpoiatlon of component is fesponsNbWly of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only, Additional temporary bracing to Insure stability during construction is the tetponsibillty of the etectot. Additional permanent brbcing of the overall structure is the iesponsk>IMy of the building designer. For general guidance regording fabrication, quality conhot storage, delivery, •tectlan and bracing, consul OST-88 Quality Standard, DSI-89 Irocing SpecMoatlon, and HII.91 Handling Installing and Slocing rlsoornmendallGn availfrom Truss frTrussRateInstitute, 683 D'Onohb Dtive. Madison, wl $3710. M' Symbols PLATE LOCATION AND ORIENTATION 13A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. e,• a 0 For 4 x 2 orientation, locate v plates I /a" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 pints at which bearings (supports) occur, MTek® PANEL TM CLIP FORM016.019 GANG-MAPL General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral tracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. Job - Truss Truss Type City Ply HORTON 14421410 DR1985E L27 ROOF TRUSS 1 1 o tlonal ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek industries, Inc. Mon Jan 27 16:14:48 2003 Page 2-8-8 2-8-8 Stall • MO s.00 52 3 2-8.8 2-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 3-1-8 oc pudins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 1=121/0-1-8, 2=96/Mechanical, 3=26/Mechanical Max Horz1=95(load case 5) Max Uplift)=-46(load case 5), 2=-107(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2-35 BOT CHORD ' 1-3=0 NOTES (5) , 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=1aft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s)1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 1 and 107 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard pp s. s kNo. 45161 s, STA'i1E OF O F11 iL A WAW4= - Vm% aeOWn apar+ans t ry and RUD Ncross ON Tars AND RavaRSX sacra JlZn= VIM. •••• Design valid for use only with Mlfek connectors. This design k based only upon parameters shown, and It for an Individual building component to be Installed and loaded vetlloaltv. Applicability of design poiameten and proper Incorporation of component Is responsibility of building designer - not truss designei. Wooing shown It to lateral support of Individual web members only, Additional tempoiary bracing to Insure stability during construction It the responsibility of the erecty, Additional permanent bracing of the overall structure Is the responsibility of the building designer; For asrowal guidance regarding fabrication, quality contioL storage, delivery, erection and bracing, consull OST•tt Quality Standard. DSt-89 tracing Specilloatlon, and HIR-91 A Handling Installina and tracing Recommendation avatPlate Institute, fromTrussInstitute, 583 D'Onofrlo Drive. Madison, W I69719. ,v, I Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each T C2 CY other,. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of a, o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords icessplices 1Aat panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEB$ ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all re to or better than the dimension is the length parallel grade spec dqual to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puffins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chards require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14: Do not cut or alter truss member or plate without prior approval of a professional e e 15engineer,. Care should be exercised in handling, TM PANEL erection and installation of trusses, 01 "3 Mitek Holdings, Inc. , CLIP FORM018,019 OYWG-11U41L ® Miva©aia 1442,4„ DR1985E M ROOF TRUSS 16 1 III FL 5.000 s Sep 4 2002 MiTek Industries, Inc. M 2xe = Sale • 1:6.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in roc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 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 Udefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-" oc purlins. BOT CHORD 2 X 4 SYP N0,2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz2=53(load case 4) Max UplifIS-25(load case 5), 2=-142(load case 4) Max Grav3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES, ,(lb)- First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES (4) 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 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PEft45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard to i No. 45161 STATE OF AWAt: MM - verft design parameters and R&W MOMS ON leis AND JWMCRM sews asross trig. ••® Design valid tot use only with MITek conne000ns. This design is basted only upon paiametets shown, and Is for an Individual building component to be Installed and loaded vertically, AppScobNMy of design parometeis and proper Inoorporotkxl of component is responubMMy of building despnerr - not Uusl designer, bracing shown is fig Ioletal support of Individual web members only. Additional temporary biocing to hours stabMlty duiing construction b that wsponsiblilly of the erectot. Additional permanent bibcing of the overall shucture is the respon"y of the building dedgrm. Foi genial guidance regarding fobricatlon, quality contiol, storage, delivery, erection and bracing, consult OST-ail Quality standard, DSS-89 Bracing Specification, and HIB•91 MiTek® Handling Installing and Braaing Recommendation available from Tiuss Plats Institute, 893 D'Onoblo Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a Q 0 For 4 x 2 orientation, locate plates I/s" from outside edge of CLtrussandverticalweb. 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEA. WEBS ARE NUMBERED FROM LEA 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 which bearings (supports) occur. MTek® M PANEL CLIP FORM018,019 1L41' ® HMRO,A/R® AGeneral Safety [Votes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shalt be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1"3 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421412 DR1965E S ROOF TRUSS 3 1 o tlonal ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 Mrrek Industries, Inc. Mon Jan 2716:15:02 2003 Page 1 5 0 5-3-5 9-10-13 1 5 0 6-3-5 4-7-8 suy te.3 3.54 a axe 3 2 e vw n7 8 5 3A = 2x4 5-" 9 9 15 9-1,0.13 5-" 4-6-10 0.0-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defi PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 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 FSC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No:2D TOP CHORD Sheathed or 5-11-9 oc purlins. BOT CHORD 2 X4 SYP No;2D BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. WEBS 2 X 4 SYP No3 REACTIONS (lb/size) 4--308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=273(load case 2) Max Uplif it-315(load case 5), 2=-263(load case 2). 5=-171(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=1000, 6-7=1000, 5-6=0 WEBS 3-7=166, 3-6=-1068 , NOTES (4) 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 315 lb uplift at joint 4, 263 lb uplift at joint 2 and 171 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.// LOAD CASE(S) Standard tom+ FI1) Regular: lumber Increase=1.33, Plate Increase=1.33 i .+, l Uniform Loads (pif) T7 Vert: 1-8=-74.0 Trapezoidal Loads (plf) d Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=49.5 f1 STATE 4F NAL QWARM0 - Vor(fjr doss rs,garametov and RWW Name OK U=At D,e V2WIa RWX BXFORc UM. -- Design valid foi use only with Welt connectoe. This design b based only upon potometers stawn, and is lot an Individual buldlnp component to be Installed and loaded vert"OV. Appiloobility of design potometeis and piopet kncoipootlon of component is tesponslbafy of building dtWgnei - not huss designet. Bracing shown is lot loteial support of Individual web membeis only. Additional temporary bioci ng to Insure stability during condtuction is the tesponslDBuy of the wectar. Additional petmaneht btbtcing of the overal shuctum is the iesponslblMly of the building designer. For general gukiance tegaiding tobrloatio n, quality contiol, stoage, delivery, aectio n and biocing, comull CfiT-88 Quality Standard, DSb89 Brocfn9 Specification, and HIM-91 Handling Installina and Bfi BracingIteeemnwindatlonavailableonTwos Plate Institute, 593 D'Onofllo Ditty, Madison, WI53719. M iTe k® Symbols PLATE LOCATION AND ORIENTATION 10, 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Lj"4* For 0 4 x 2 orientation, locate plates 1/8" 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 4011, continuous lateral bracing. BEARING 9nA Indicates location of joints at which bearings (supports) occur. WA 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 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 Teke PANEL TM CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14: Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type oty Ply HORTON 14421413 DR196JEEE S1 ROOF TRUSS 2 1 optional) ACCU "-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 2716:15:18 2003 Page 1 5 0 i 4-5-1 -- ' 1 5 0 4-5-1 3 ts.r 3.64 12 7 2 6 4 2.4 = 4-5-1 4-6110 4-5.1 0-0-9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATESGRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 >333 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udefl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-1 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=87/Mechanical, 2=218/0-11-5, 4=31/Mechanical Max Horz2=58(load case 3) Max Uplift3=-101(load case 5), 2=-120(load case 2) FORGES ( lb)-, First Load Case Only TOP CHORD 1-5=24, 2-5=24, 2-3=-28 BOT CHORD 2-4=0 NOTES ( 4) 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 trussto truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 3 and 120 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) ` r•7/,/fl Vert:1-5=-74.0 (l':••..,..10, _(+ Trapezoidal Loads pl.•S_' ti• Vert: 5=0.0-to-3=-81.8, 2=-1.7-to-4=-22.1 , Cfi!•: s > k • ' Pia. 45161 GC STATE OF A WARnr NO - v rW dedpn parameters and R)SAD 1VOTisds ON 7= AND =VZRS6 I3MS adse'oM UM. •+ Design valid tot use only with Mifek 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 It far lateral support of Individual web members only. AddBlonal temporary bracing to Insure slablifty duringconstruction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designei. For general guidance tegording fabrication, quality control, storage, delivery, eiectlon and bracing, consull CST-88 Quality Standard, DE11-89 Broclog SpecMloation, and 1118.91 Handling inslaIRM and Bracing Becommendatlon available from Truss Plate tnstifule.583 D'Onohlo M Ditm, Madison. Wl53719. ' Symbols PLATE LOCATION AND ORIENTATION 1'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 Q O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40. continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Vn,4 FORM016,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N e El MTeke z&L .® I ORO,MR® A,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. as 4. Unless otherwise noted, locate chord splices o at A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 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 © 1993 Mitek Holdings, Inc. t CLIP Job Truss Truss Type Oty Ply HORTON 14421414 DR196SE S2 ROOF TRUSS 2 1 optional) ACLU-SPAN-TH, LONGWOOD, FL 6.000 s Sep 4 2002 MITek Industries, Inc. Mon Jan 27 16:15:33 2003 Page 1." , 4-2_-16 --- 1.5-0 4-2-15 3 sale :9.2 3.64 12 2 20 5 4 1-6-0 1-10-10 4-2.15 1-5-0 0-5-10 2-4-5 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.10 2 >192 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.16 1 >110 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=91/Mechanical, 4=-85/Mechanical, 5=311/0-3-0 Max Horz5=55(load case 3) Max Uplifl3--94(load case 5), 4=-85(load case 1), 5=-225(load case 2) Max Grav3=91(load case 1), 4=89(load case 2), 5=311(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2.3=17 BOT CHORD 2-5=-0, 4-5=0 NOTES (4) - - 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 94 lb uplift atjoint 3, 85 lb uplift atjoint 4 and 225 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard t r 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 V /VQ F' Uniform Loads (plf) ( / •'•./ Vert:1-2=-74.0 VIA' Trapezoidal Loads (pit) Vert: 2=-0.0-to-3=-78.5, 2=0.0-to-4--21.2 kNo. 45161 i s STATE OF WA1tA M - Vor{Jjf design pam nlisMr; and NMD NOZIBS ON "210 AM WVXI 6 RWX Hallow t=. *'® Design valid tot use only with Mlfek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. ApplicabNlty of design parameters and proper Incorporation of component It responsibility of building designer - not truss designer. bracing shown k for lateral support of Individual web members only. Additional temporary, bracing to Insure dablMty during construction Is the responsibility of the erector. Additional permanent Wircing of the overall structure k the responsibility of the building designer. For general guidance regarding fabrication. Quality control, staage, delivery. erection and bracing, ccnsuft OST-88 Gually Standard, OSI.89 Bracing tpeaMloatlon, and N l-o1 Handling InstalUnp and Slating Reaommendatlon available from Truss Plote Institute, 383 D'Onohb Drive. Madison, Wl5371V. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicukx 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, 401 1 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING nA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N e 4 MiTeke PANEL TM CLIP FORM018,019 HMRO, .-N(10 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1 /4 panel length('- 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 1 I M-------- J' ' A7 - - ----------------- ------ X-N S L L A 9 — -- _ — -- All -- _ -- U Q A Nli A1 9 -- — -- — _- _ A13 -- ---- — - 13-4 B 7 - - i, li Mil j FL T C 14 - 7 r --- -- D ji C1 — p ii II II Laz . - _ - -- -_ -- _ --- -- iiLD ii 1 L L I 'jjijl L- F _ _ _ _ _ 2.-- ti M I i. 13-4-0 BRG. IN ENTRY 3-4-7 lie 1 8-6-0 8-6-0 9-4-0 BRG, UNLESS NOTED I V P rl I rl C: ALL BEARING WALLS TO BE PLACED J L 1 PLY HGR. I C TI CE! ! REVIEW ALL SPAN DIMENSIONS--BRG WALLS PRIOR TO SETTING TRUSSES.. 2 PLY HGR. ,ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS I- - - - WALLS SHOWN ARE TO BE BEARING._ _ I d 3 PLY HGR. SIGNED APPROVAL: X I JOB NUMBER: DR1965E DATE: 8-6-02 PITCH: kBLOCK OAD: SHINGLES CCU SPAN CUSTOMER: D.R. HORTON ABRG: H: 12" a07-321-144 BY. T.H JOB NAME: MODEL 1965 "E" ELEV. Ill J