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HomeMy WebLinkAbout235 Friesian Way 03-1444 New SFHt7 PERMIT ADDRESS SUBDIVISION vi CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR U-L h x MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # (-') - 1 `1 DATE Ll - d — 0,1 > PERMIT DESCRIPTION Q oZ PERMIT VALUATION O C SQUARE FOOTAGE ` I CERTIFICATE OF C'ICUPANCY / COMPLETION J.- This is to certify that the building located at 235 FRIESIAN WAY which permit 03-00001444 has heretofore been issued has been completed according to plans and specifications office of the Buildin Official prior, to the issuance of permit, to wit as W S;,r I y complies building, plumbing, electric 1, zonirig and subdivision ordinances of the City of Sanford and with the provisi regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE APPROVAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In 0 ,fi e Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage V_5w Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Si 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 for on 4/11/03 filed in the said building with all the regulations ons of these No DATE APPROVAL DATE AMOUNT 5/02/03 20.00 5/16/03 20.00 4/11/03 10.00 5/28/03 10.00 4/28/03 10.00 4/11/03 10.00 4/11/03 59.27 4/11/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 235 FRIESIAN WAY for which permit 03-00001444 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 4/11/03 279.61 91.93 11.33 847.00 11.34 1384.00 650.00 1700.00 T)P\ 6c4dy\ 4[1 OWNER BUILDING OFFICIAL / D E CER' IFCATE OF OCCUPANCY '7U raved -rhoREQUESTFORFINALINSPECTION SINGLE FAMILY RESIDENCE**** a DATE: er PERMIT #: O -— O-A' 1C ADDRESS: 1 CONTRACTOR: --- o o PHONE #: e 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 ublic Works X oy) 1 Utilities ire f Wining Cicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) W CER IFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE:y a 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., ®. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering 4 0, s I, 3 /-7/'0f) Public Works Utilities Inrire ning (1 icensing_ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: - d 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. Engineering Ire Public Works i Wining tilities icensing A - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 8/05/03 08:56:56 F Location ID . . . . . . 2304'45 Parcel Number . . . . . 18.20.31. - - Alternate location ID Location address . . . . 235 FRIESIAN WAY Primary related party THERESA CONNELLY Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT 3/4" WA METER SET FEE $190.00 PD 4-11-03 41703 2.UU CSVC UT REC#5664 41703 Tb _ 4.00 _ 5.00 _ 7.09 _ 10.00 Special notes More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 235 FRIESAN WAY CITY STATE ZIP CODE SANFORD FL 32711 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 53, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addftion; Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of (boding) 0045 E 4/17195 4/17/95 A 24.6 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings` Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/AI A30, AR/AH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G1 as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used ' Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 29. 3 ft.(m) co o b) Top of next higher floor NIA. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. 8.(m) o 0 o d) Attached garage (top of slab) 28. 9 ft.(m) w c o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 29.0 ft.(m) a E c a f) Lowest adjacent (finished) grade (LAG) 27.4 ft.(m) z .21 o g) Highest adjacent (finished) grade (HAG) 28. 7 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. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTHSTRkEA AE.18 ORLANDO FL 32801 SIGNATURE DATE TELEPHONEV7/25/03 (407) 426.7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS i i IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND 6CY NO. Policy Number 235 FRIESAN WAY CITY STATE ZIP CODE Company NAIC Number SANFORD R. 32711 I 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 HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; 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 building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my 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 of this 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 architectwho is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO. G3. The following information (Items G4,819) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE i COMMENTS Check here if attachments I FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT , Or SURVEY DESCRIPTION:' (AS•FORNISHED) LOT 53, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, P.AGE5 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1 " = 30' GRAPHIC SCALE 0 15 3 FRIESAN WAY TRACT A 50' RIGHT OF WAY 3'850'18. 8 O PT ^ S89'36 15'E 165.61'_ - JN80 06„W7— - - —i— - 1' 73' 1 140.6--- 2• 24.99' YYYYYY wt RECTERLINE OF PT HT QiS=90`18'41" I -OF -WAY S 0. 5. l0 33.29' 77B'f R=25.00' OI S89'36'15"E WALK IS L=39.41' WALK IS Z1;..... 1.5' OFF 1:•,... 4'SrNJ.,...,.,...,..,. ,0.9' OFF l0 C8=S44`26'54"E a 6,Q':r,.+ o C=35.45' 110 DRAINAGE AND UTILITY EASEMENT to CONCRETEDRIVEWAY„ c 1 WALK IS 6.7' oQi 16.T I 1.7' OFF 7 9.3' ,6o rn 11.7 o UI 4.0' V LOT 5 4 Ld v I ONE STORY o 0 CONCRETE BLOCK I o N 0 0 i o RESIDENCE I c a l FINISH FLOOR ELEVATION=29.35Ni d- C) m l m O m I 0 O ul m z z 1I 0 6.7 I 26.7' Q?:..... I LOT 53 IoIN 1 I I1 i 5' DRAINAGE EASEMENT 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 CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES JAAVE BEEN NOTED ON THE SURVEY. IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 07-23-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON ITHENORTHERLYLINEOFLOT53 BEING N 89.36'15" W PER PLAT. FIELD DATE:) 04-16-03 (REVISED: crA1 r. 1" = 30 FEET - APPROVED BY: WRM FINAL 07-23-03/CKB ASM32978 FORMBOARD 04-24-03/CC JOB NO. PLOT PLAN 3-12-03 CKB DRAWN BY: LOT FIT 5-2-01 JML N89'36'15"W 58.43' NOT PLATTED PER THIS PLAT) LEGEND O C0 00 N v N 0) WALK IS 1.6' OFF BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 28 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 CONCRETF- WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE Q FND NAIL AND DISC LB #4671 (07/23/03) 0 FND 1/2„ IRON ROD AND CAPLB #6393 (07/23/03) CNA CORNER NOT ACCESSIBLE In, 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 OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY 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 51G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 FOR THE FIRM WILLIAM R. M SCATEIL jr. PSM /492 DATE Permit # Job Address: CITY OF SANFORD PERMTr APPLICATION Date: Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical,! Residential Non -Residential Replacement New (Duct Layout & Energy Cal z Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial r' Occupancy Type: Residential/ Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for of[mtr t<itaa M) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address. 11/Z Phone: Contractor Name & Address: ate License Phone & Fax: Bonding Company: Address: Mortgage Lender: - Address: Architect/Engineer Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance 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 ILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all wof will be ne i o liance with all'applicabic iaws mguhung construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NO EE OF CO CE ENT MAY ULI i1\ YOCJT: TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. iF YOU INTEND TO OBTA FINA ICIN NS T WITH Y LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional r ctions appli le to this operty t at y be found in the public orrds- of this county, and there may be additional permits required from other govemme I entities suc water ageme dis i is, state agencies, or fe.der agencies - Acceptance of permit is verification that I %iII notify the owner of the Signature of Owner/Agent Dat Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is _ Personal). Knox n to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Specia! Conditions: of t17111ements of on ' fen La( FS 713. tgnature of Contactor/Age Date R01 RT G. DELLO R i TSSO Printl Contractor Agent's Natrie _ ff A ItAk LkL,1A OA b36-5 Signature of No-n--State of Flonda Date Contractor/Ac.-::s Personaiiv Known to Me or Produce Initial & Date) FD: Initial k Date) (Itrtial & Dail - My COMMISSION # DD 212893 EXPIRES: June 14, 2007 bonded Th. Notary publ, Underw tars CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: Date: The undersigned hereby applies for permit to install the. following plumbing: Owner's Name: tb'A' Address of Job: 15 k cry Cr0 1i, r I IA• I 1 Plumbing Contractor. IVa DQP' 1naina a 62-0027 407) 366-3994 Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: One Water Closet r Z Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping I Manufactured Building Description of Work: I Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of S ord Plumbing ode. Applicant' s Signature / " \,ZA I State License Number i ADVANTAGE PLUMBING, INC. P.O. BOX 620027 OVIEDOFLORIDA32762.0027 407) 366.399, 2-24-1995 4:57PM FROM.. BUILDING MLW FRONT: REAR: SIDE: CORNER: PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 53, BAKERS CROSSING PHASE 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA FRIESAN WAY TRACT A 50' RIGHT OF WAY 32 88' 1g" R"O 0 PT S89.36'15"E 165.61' PC Cg,N80.0 140.62 24.99_—....__- =23.1 j 08'W wl ERGIiiR D PTLINEOFF ` inl OF I z0: I Z" 33.29' I} S89'36'15"E 2a5 1" = 30' ----- 1GRAPHICSCALEIO10• UTILITY EASEMENT 0 15 30 f I ``\ c I \ ' 6.7 S89'n7rE16.T - rye./ O 1 4.0' I I I I 0 I II A/CPROPSEDWI N LOT 54 I FINISH FLOOR o I 1 8 o 0 1 ELEVATION=29.2 ,.i I Co 0 N o y d o >i e i CON or- nl rn o rNt I I >: yl z m l 35.0' I z C ofzo_ I I I 8.3' . I I - 26.7• J 1 i-Zi6.71 16.7' I mA I 1 LOT 53I I I m 0to DRIANACE TYPES I >o I 5 DRAINAGE EASEMENT N 89'36' 15"W 58.43' i I NOT PLATTED ' PER THIS PLAT) ci LOT 53 UP TO CONTAINS 6291 SQUARE FEET t THIS STRUCTURE CONTAINS 2168 SQUARE FEET t TOTAL CONCRETE 520 SO. FT. t _ TOTAL SOD 3603 SO. FT. t (. ELEVATION MUST BE 1 p" ABOVE CROWN SETBAcOF ADJACENT ROAD UNI ces2 ' OTHERWIl"St APPROVED20' 5' 15' — PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND - THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A,_: AREA WITHIN 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 53 BEING N 89'36'15" W PER PROPOSED PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: GKB LEGEND BUILDING SETBACK LINE MLW CENTERLINE POS RIGHT OF WAY LINE POL PCCX PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW ORPD OCONCRETE n L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC P) PER PLAT PT M) MEASURED TYP CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK R CP CONCRETE PAD CS PB PLAT BOOK C PGS PAGES R/W NO NATURAL GRADE ORB SO. FT, SOU ARE FEET O 0= 9 0'18' 41 " R=25.00' L=39.41' CB=S44'26'54"E C=35.45' MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS + CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1.'THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICIIONS 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 ORIGINA.I RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. oic GALEN K. JOB NO. ASM32978 DRAWN BY: PLAN 3-12-03 FIT 5-2-01 JML AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8y6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 o3l + 1/ FOR t. THE FIRM PSM #4241 DATE COUNTY UF SEMIN LE - IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75420 DATE: 3/ O BUILDING PERMIT NUMBER: (CITY) COUNTY NUMBER: UNIT ADDRESS: TRAFFIC ZONE: JURISDICTION: SEC: TWP: RNG: PARCEL: SUBDIVISION; TRACT: x PLAT BOOK: PLAT BOOK PAGE: OWNERNAM[: ............... .... ........ .... .... .... .... .... ___... .... _... ...... .... .... ___.... .... _________ ADDRE8S: _ __________________________ APPLICANT NAME: ADDRESS:: ILAND USE CATEG8RY: 001 - Single Family Detached Hcuve TYPE USE: Residential WORK DESCRIPTIONx Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DOE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLI dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 STATEM NT / ' SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** 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 AR[ ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T|!E COUHTY LAMD DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING D[PAkTM[NT 30O NORTH PARK AVENU[ SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENC[ TH[ STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF Aft* FAMILY BUILDING FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX FRIESAN WAY _ CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 53, BAKERS CROSSING, PHASE 1 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 81, NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 63. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5, SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8.. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 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 By. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 611. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used 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 NGVD29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 29. 2 ft.(m) Q) o b) Top of next higher floor N/A. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o 0 o d) Attached garage (top of slab) WA. ft.(m) E c o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) N/A . _ft.(m) n o 0Lowest adjacent (finished) grade (LAG) N/A. ft.(m) z o g) Highest adjacent (finished) grade (HAG) N/A. ft.(m) C 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 or imprisonment under 18 U.S Code Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY S I A I E ar Uuut 320 E. SOUTH S RE TE.1 ORLANDO FL 32801 SIGNATUR ' / DATE TELEPHONE 1 1 , J . 4/4/03 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section ABUILDINGSTREETADDRESS (Induct ng Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. For Insurance Company Use: XXXX FRIESAN WAY Pori y Number CITY SANFORD STATE ZIP CODE CompanynFLCompany NAIC Number 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; SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A ( ICheck ifTHOUThereBFE) attachments 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 LOMSectionCmustbecompleted. R F, 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 accuratelyrepresentsthebuilding, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Usenaturalgrade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crm) above the highest adjacentgrade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? Yes No Unknown. The local official must cartify 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 FEMA-issued or cormmunity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) Check here if attachments 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 of this ElevationCertificate. 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 bystateorlocallawtocertifyelevationinformation. (Indicate the source and date of the elevation data in the Comments area below.) G2. A cemmunitybfflciafcornpleted Section E for a building located in Zone A (without a FEMAassued or oommunityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. 9 PERMIT NUMBER - I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81-31, JUL 00 TITLE DATE ft•(m) Datum: _ ft•(m) Datum. - Check here if attachments RLPLACES ALL PREVIOUS EDITIONS CITY Permit No.: ANFORD PERMIT APPLICATION Date: LA a Job Address: l i i Permit Type: Building EIectrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: )'F Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) PlumbIng/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Residentialommercial Industrial Total S Ft : (9 a Value of Work: S tdOccupancyType. _C _ q g Type of Construction: ln,,k Flood Zone: Number of Stories: Number of Dwellinyt Units: 1 Parcel No.: Attach Proof or Ownership dt Legal Descripdon) Owner/Address/Phone: - PCI,-U `N Tc (, O 2:DV- LOol QR LnN`sYJ , t=L 32 3 ZZ Contractor/Address/Phone: e> . uc,,UE Cp25O Zyj+ (' E- . a . SE 102. KkO,,s,O,State License Number. Contact Person: (HTCt CO 0 Phone & Fax Number. A6}/a q -q l01 4k0qkaol QZZS Title Holder (If other than Owner): N c Address: Bonding Company: N Address: Mortgage Lender: t1 Address: Architect/ Engineer AR). C tt-CJP Phone No.: 40"4- coo-4,6: Address: All NSR. 1t5111 Prll & F1 32q16f Fax No.: 1A04 f 294 - 40 a Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other go%v=cntal cndbcs such as water management districts, state agencies, or federal agencies. Accept of permit 's verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signatdre of Owner gent Date of Contractor Agent Date,R7 r ' ka .1 J r) Print/Agent' s PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. IULY 26,2006 Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: A4 Special Conditions: _ OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JJXY 26,2006 Contractor/Agent is Personally Knou io Me or Produced M Date: 0 0 6 Z c3 cam. THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NARYANNE HORSE, CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 04758 PG 0525 CLERK'S # 20433050780 RECOWB 03/26/2M 09s43s38 AM RECORDING FEES 6.08 QED BY N Nolden 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 ppropperty: Lot(s) 15, 16, 49, 50 & 53 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National. Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D:R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National. Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida desipated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, I 0 by: tconerpA. Lawson; Assistant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of h QjIc ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on eta e corpotoration. He/ She is personally known to me. Notary Public, State and County Aforesaid OFFIC AMUFFARY SEAL PATRICIA COI TON JOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSI{lt,i "YP, —LY 26,2006 Notary Seal s; L• t;J'wi i MORSt OF C RCUITCOU17 CLf:R" OF MA SEMINOLECOUNT'U• Dlt pEo' urr Ct_ER) 9AR 2-6 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT X SUBDIVISION: BAKERS CROSSING ADDRESS 1 esiAN BUILDING APPLICATION P ER OF ATTORNEY 2 SETS OF SEALED PLANS Z2 PLOT PLANS SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS V ATTACHED TO THE PLANS TILITY FORM NOTICE OF COMMENCEMENT TT APPEx CONTRACT L")i i Vv wuv h`l l` J CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 FAX # (407) 328.7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) MAIDEN NAME NAME SERVICE ADDRESS MAILING ADDRESS ,2? `- t"t D Z l t'lQ C. I_ _Z P 2 TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL f1 , Ste' - - WORK# tL nn 1 , H.,OME# OWNER OF PROPERTY J- O pn nC 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 PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TOTRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE HEN TRANSFERRING_ MY DEPOSIT TO ANOTHER SERVICE UST PAY M ALSO RESPONSIBLE FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OF FOR DAMAGES CAUSED BY WATER FAUCETS OR OUTLET S LE(I UN. 1 UNDERSTAN -AT N N-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ THIS READ TOTAL $ CSR DATE Limited Power Of Attorney I hearbv name and appoint: Craig Coulton and each agent's of D.R. Horton Inc. To be my lawful attorney iin' fact to act for me nands(1TheBuildinaDept, of: l , 1-tcj o For a residential permit for work to be performed at: lyUtU, Lot # : 5 t) Subdivision : akus Cross, i Y Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number X d2 nature of Contractor This foregoing instr ment as acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally k4own tA me. OFFICIAL NOTARY SEAL State of FI(rida PATRICIACOULTONNOTARY PUBLIC STATE OF FLORIDACountyofnge. - COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary( -Public Signa' u-W Notary Seal 17 jam, EX PEST C O ,TqTRQ L_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS dame ,-• c S: , Address b23p Cite/State/Zip Phone & Email Sez tx on' ooy. n Quarterly Payment Amount t_ tiir,At° 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 INSTALLATION ADDRESS: L- SPECIAL OR ADDITIONAL COMMENTS OTIFICATIONSTICKER LOCATED: n2 DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed S1,000,000. Apex may chemically treat the affected area of the property at nc additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEILY THE RELATIONSHIP OF THE PARTIES. pex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco. 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4. during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or, removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon PretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforS- J:, er quarter (3mo period) payable on or before the end of the previous monitoring period. After theCifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baitedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water, underpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under thearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist, Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparngrnph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE, FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRAti'T', CustomerexpresslyvalvesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding against Apex for 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)lt 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 orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1, NTS, The Customer understands that. All componentsDOWELANCOOWNERSHIPOFSENTRICON* SYSTEM COMPONEoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 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 a. Apex w111t (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relation ship (note-. Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and-,(5)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identiiled herein as of the date of the initial installation, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soli 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 animais, 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. PAYMENTIDEFAULT. 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 fueUor materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)tcrmite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)tcrmlte 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 all issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. Apex shall recover ail 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 lnstallatlon, terminate this Agreement anti b relieved of any liability hereunder If Apex determines, In its sole discretion, that It is unable to prevent or stop further damage to Proper, from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately In writinh t The Apex Corporate Offlce. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the ldentifie Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection was requests by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effectivc date, After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a M transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: D3 —/yq Date: `i- 2 i- -03 The undersigned hereby applies for a permit to install the following electrical: Owner's Name: D_) 7Y 4 Address of Job: J =r S LA. Electrical Contractor. 1A)a t t ,,o Residential: L Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential: AMP Service ,5Q 3S . uy New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. I Description of Work: I I Application Fee: 5.l oo I TOTAL DUE: By Signing this application I am slating Thal I am in compliance with City of Sanford Electrical Code Applicant's Signature EX-—Z)OlSIq2__ State License Number CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT I, Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a Foundation plan indicating rooter sizes for all bearing was. Provide side view details of these rooters 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. Mote the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) c. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. Cl d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. e. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of hnndralls and guardrails. h. Square footage table showing footages: 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: n. 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 Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / Brewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14, Building final 15. Other DATE SIGNATURE _ ,--_---_ 1_AA^—_ By Owner or Authorive'd Agent) 0 MiTek° Y f r March 14, 2003 MiTek Industries Inc. i4% Nod Outer Forty ho, We 1H Chesterfield, MO ON7 USA The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4593548 thru I4593561. Total: 1.4 drawings. Job :DR] 794B Builder :D.R. HORTON Location :STANDARD MODEL 1.794, ELEVATION BAJ/= County : S EM INOLE 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) 14 Truss drawing. 2) Truss Index. A62 March 14, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1794B Trusses included=14 0,"\DR1794B\a.tre" 14593548 1,"4DR1794B\a1.tre" 14593549 2,"\DR1794B\ag1.tre" 14593550 3,"\DR1794B\ag2.tre" 14593551 4,"\DR1794B\as1.tre" 14593552 5,'9DR1794B\as2.tre" 14593553 6,"\DR1794B\b.tre" 14593554 7,"\DR1794B\bg.tre" 14593555 8,'\DR1794B\c.tre" 14593556 9,"\DR1794B\rg.tre" 14593557 10,"\DR1794B\d3.tre" 14593558 11,"\DR1794B\j3.tre" 14593559 12,"\DR1794B\m.tre" 14593560 13,"\DR1794B\s.tre" 14593561 No. 4 5161 NSTATE OF o R 111240k\0 March 14, 2003 WARNING - Ver{ fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. mmo—® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss - designer. Bracing shown is for literal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 ® Handling Instollina and Bracing RecommendatiM'Tek onavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 8„ 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 400" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c1 WEBS J5 Er 0 0 a Shy u O FL- a c8 c7 cs 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. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N a! 0 MiTeko PANEL TM CLIP' HYDRO -AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. „ Job russ Truss Type ty y STANDARD 1794 B ELEV. 14593548 DR1794B A ROOF TRUSS 22 1 Job Reference (o tiona" sFeb I ek Industries, nc. a Mar age 6-2-5 11-10-3 17-6-0 - 23-1-13 28-9-11 35-0-0 6-0-p 1-0-0 6-2-5 5-7-13 5.7-13 5-7-13 5-7-13 6-2-5 1-" Scale = 1:61.9 4x6 = 5 6.00 12 3x4 i 3x4 4 6 5x6 i 5x6 3 7 2 8 9 M i1 IY 0 0 3x6 = - 14 13 12 11 10 3x6 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 9-0-4 17-6-0 25-11-12 35-0-0 9-0-4 8-5-12 8-5-12 9-0-4 Plate Offsets[111:0-0-1,0-0-01 OADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Veft(LL) -0.16 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.67 Vert(TL) -0.36 12-14 >999 BCLL 0.0 Rep Stress Incr YES WB 0.63 HOrz(TL) 0.10 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 181 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-6-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1717/0-8-0, 8 = 1717/0-8-0 Max Horz 2=-203(load case 5) Max Uplift2=-709(load case 4), 8=-709(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-2781, 3-4=-2500, 4-5=-1762, 5-6=-1762, 6-7=-2500, 7-8=-2781, 8-9=17 BOT CHORD 2-14=2452, 13-14=2045, 12-13=2045, 11-12=2045, 10-11 =2045, 8-10=2452 WEBS 3-14=-317, 4-14=446, 4-12=-681, 5-12=1158, 6-12=-681, 6-10=446, 7-10=-317 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 II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 709 lb uplift at joint 2 and 709 lb uplift at joint 8. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 d rti A WARNING - VeWy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. se Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Addtional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specltication, and HIB-91 iTek® Handling Insta111nq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2. Cut members to bear tightly against each ca ca other, WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/a" from outside edge of c o_ a ti is at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I14 length(+ 6" from c6 panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 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/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stocks 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, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 c'.ANr' N'''L ® OfYORMA/R® - - Job rus Truss Type ty y STAI LEV. 14593549 DR1794B Al ROOF TRUSS 1 1 Job Reference (o tionap sFebI e Industries, nc. ed ar 12 1: age 11r -0- 5-8-8 10-10-8 1 16-M 1 18-11-8 24-1-8 29-3-8 35-0-0 r:24) 1-" 5-8-8 5-2-0 5-2-0 2-11-0 5-2-0 5-2-0 5-8-8 1-0-0 Scale: 3/16"=1' 4x6 = 4x8 = 5 6 6.00 F12 3x4 i 3x4 4 7 5x6 i 5x6 J 3 8 2 9 1 1 0 3x6 = 16 15 14 13 12 11 3x6 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 3x4 = i 8-3-8 16-0-8 18-11-8 26-8-8 35-0-0 r + 8-3-8 7-9-0 2-11-0 7-9-0 8-3-8 Plate Offsets (X, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP' TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.15 13 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.32 11-13' >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.10 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 199 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1717/0-8-0, 9=1717/0-8-0 Max Horz 2=188(load case 4) Max Uplift2=-698(Ioad case 4), 9=-698(Ioad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-2821, 3-4=-2569, 4-5=-1896, 5-6=-1705, 6-7=-1896, 7-8=-2569, 8-9=-2821, 9-10=17 BOT CHORD 2-16=2484, 15-16=2128, 14-15=2128, 13-14=1705, 12-13=2128, 11-12=2128, 9-11 =2484 WEBS 3-16=-274, 4-16=398, 4-14=-621, 5-14=551, 6-14=0, 6-13=551, 7-13=-621, 7-11 =398, 8-11 =-274 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 bearing plate capable of withstanding 698 Ib uplift at joint 2 and 698 Ib uplift at joint 9. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 Cert.# 6634 A WARNING - VerVy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, Wl53719. 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/a" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca Q J5 WEBScc Oir o O a vO r- a c8 cce 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 M1 MiTek0 TM PANEL CLIP' HYORO, 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 joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at / 4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job rus Truss Type City y 14593550 DR1794B AG1 ROOF TRUSS 1 1 Job Reference (o tional) sFebI e n ustnes,lnc. a ar 12 09:11:45 2003 Page T1-0-q 7-3-8 I 14-0-8 20-11-8 27-8-8 35-0-0 j6-0-0I 1-" 7-3-8 6-9-0 6-11-0 6-9-0 7-3.8 1-" Scale = 1:61.4 4x8 = 46 = a• 6.00 12 4 5 5x6 i 5x6 3 6 yr 2 7 8Io1 3x4 i 14 13 12 11 10 9 3x4 11 5x6 = 5x8 = 7-3-8 14-0-8 18-8-0 20-11-8 27-8-8 35-0-0 7-3-8 6-9-0 4-7-8 2-3-8 6-9-0 7-3-8 Plate Offsets) 4: - - -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.08 2-14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.13 2-14 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.02 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 246 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-10 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 857/0-8-0, 10 = 2081 /5-4-0, 7 = 444/0-8-0, 12 = 102/5-4-0, 11 =-50/5-4-0 Max Horz 2 = 168(load case 4) Max Uplift2=-406(load case 4), 10=-683(load case 4), 7=-282(load case 5), 12=-7(load case 4), 11=-57(load case 6) Max Grav 2=913(load case 6), 10=2081(load case 1), 7=542(load case 7), 12=106(load case 6), 11=5(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 =-1 131, 3-4 =-377, 4-5 = 553, 5-6 = 726, 6-7 =-248, 7-8 = 35 BOT CHORD 2-14=901, 13-14=897, 12-13=245, 11-12=245, 10-11 =245, 9-10=117, 7-9=121 WEBS 3-14=185, 3-13=-753, 4-13=437, 4-10=-1140, 5-10=-774, 6-10=-767, 6-9=179 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 M1120 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 2, 683 lb uplift at joint 10, 282 lb uplift at joint 7, 7 Ib uplift at joint 12 and 57 lb uplift at joint 11. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 t r AWARNINO - VerjJy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. r__ Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance ISBN! 111rIIIIIIIIIIIII regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, 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. 1A„ 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 tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering system J2 J3 J4 TOP CHORDS c2 Q WEBS J5 cr o O a O a ce c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM 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 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP, FORM018,019 GJXNG—NPJL OO Hy0RO,AiR® c' t General safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype ty y STANDARD 1794 B ELEV. 14593551 DR1794B AG2 ROOF TRUSS 1 1 Job Reference to tionap s e I ek n ustries, nc. a ar :4 age 11-01 6-2-5 11-10-3 17$-0 23-1-13 28-9-11 35-0-0 36-0-q 1-0-0 6-2-5 5-7-13 5-7-13 5-7-13 5-7-13 6-2-5 1-M Scale = 1:61.9 4x6 5 6.00 F12 3x4 i 3x4 4 6 5x6 i 5x6 3 7 n 2 8 1IGI 1019Iq 0 3x4 = 14 13 12 11 10 3x4 = 3x4 = 3x4 = 3x8 = 30 = 3x4 = 8-8-0 17-6-0 264-0 35-0-0 i 8-8-0 8-10-0 8-10-0 8-8-0 Plate Offsets[7:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.47 Vert(LL) -0.14 8-10 >720 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.24 12-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.03 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 272 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at micipt 4-12, 6-10 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1253/0-8-0, 10=1914/0-8-0, 8 = 268/0-8-0 Max Horz 2=-203(load case 5) Max Uplift 2 = -546(load case 4), 10=-800(load case 5), 8=-292(load case 5) Max Grav 2 = 1253(load case 1), 10 = 19140oad case 1), 8=382(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1804, 3-4=-1538, 4-5=-748, 5-6=-748, 6-7=560, 7-8=282, 8-9=17 BOT CHORD 2-14=1590, 13-14=1144, 12-13=1144, 11-12=263, 10-11 = 263, 8-10=-249 WEBS 3-14=-339, 4-14=492, 4-12=-691, 5-12=250, 6-12=589, 6-10=-1625, 7-10=-399 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 II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) All plates are 2x4 M1120 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 546 lb uplift at joint 2, 800 Ib uplift at joint 10 and 292 lb uplift at joint 8. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Or v Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNINO - Verify design parameters and READ NOTES ONTHFS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be _ installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 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 Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS a c3 CrWEBS J5 o _ o O O U c7 cc 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N e L MiTeko O TM PANEL CLIP HYDRO,A/R. General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 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, Inp. Job Truss Truss Type Qty Ply STANDARD 1794 B ELEV. 14593552 DR1794B AS1 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Fri Mar 14 14:17:24 2003 Page 1 11 5-i-11 9-11-13 14-10-0 17-4-0 24-6-12 32-4-0 3i L-44 2-8-0 5-1-11 4-10-3 4-10-3 2-6-0 7-2-12 7-9-4 1-0-0 Scale = 1:59.4 4x6 = 6.00 12 5 3x4 10xl2 6 4 3x6 7 3 5x8 i 2 e 4x12 = o 13 n o91y 3x4 = 502 = 0 11 10 3x6 = 6.00112 5x8 = 2x4 11 2-8-0 7-9-12 15-4-0 17-4-0 24-6-12 32-4-0 2-8-0 7-9-12 7-6-4 2-0-0 7-2-12 7-94 Plate Offsets X,Y : 2:0-0-13,0-1-9 , 2:0-7-15,0-04, 7:0-3-0,0-3-0, 11:0-6-0,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.91 Vert(LL) -0.44 2-13 >944 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.93 Vert(TL) -0.73 2-13 >568 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.33 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-2-10 oc purlins. 1-4 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 5-04 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=1719/0-8-0, 1=1612/0-8-0 Max Horz 1=-214(load case 5) Max Uplift8=-712(load case 5), 1=-628(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-610, 2-3=-3896, 3-4=-3348, 4-5=-2062, 5-6=-2118, 6-7=-2176, 7-8=-2948, 8-9=35 BOT CHORD 2-13=3694, 12-13=2473, 11-12=2036, 10-11=2501, 8-10=2505 WEBS 3-13=-1106, 4-12=-1015, 5-12=1602, 6-12=79, 6-11=-431, 7-11=-766, 7-10=182, 4-13=1038 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 II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 712 lb uplift at joint 8 and 628 lb uplift at joint 1. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - - - designer. Bracing shown Is for loteial support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br bcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Spectflcatlon, and HIB-91 MiTek® Handling Installlnp and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofllo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property e securely seat. J2 J3 J4 owner and all other interested parties„ 8 TOP CHORDS 2. Cut members to bear tightly against each ca c other, JS WEBS 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 c O a _ as at joint locations, truss and vertical web. o 4. Unless otherwise noted, locate chord splices at /4 length(' 6" from ce C, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints atU0 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 11t7itek Holdings, Ind. CLIP FORM018,019 a e.NG ® HYORO,A/R ® , Job Truss Truss Type Qty Ply STANDARD 1794 B ELEV. 14593553 DR1794B AS2 ROOF TRUSS 5 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Fri Mar 14 14:18:09 2003 Page 1 5-1-11 9-11-13 14-10-0 1 I 24-6-12 32-4-0 334-p 2-8-0 5-1-11 4-10-3 4-10-3 2=" 7-2-12 7-9-4 t-0-0 Swle = 1:60.4 46 = 6.00 12 5 3x4 10x12 i 6 4 7x8 3x6 7 3 5x8 i 2 1 4- 40 8 o af 14 3A = 5x12 = 12 11 10 3.4 = 6.00 112 5x8 = 2x4 II 354)-0 3x6 // 2-8-0 7-9-12 15-4-0 17-4-0 24-0-0 2q-6-12 32-4-0 r 2-8-0 7-9-12 7-6-4 2-0-0 B-8-0 0-6-12 7-9-4 Plate Offsets X,Y : 2:0-0-12,0-1-8 , 2:0-7-7,0-0-0 7:0-4-0,0-3-4 , 12:0-6-0 0-2-8 LOADING (psf) SPACING 2-M CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.25 2-14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.42 2-14 >735 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.16 11 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 360 Weight: 210 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 4-5-0 oc purlins. 1-4 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 1 Row at midpt 6-12 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=-94/0-8-0, 1=1028/0-8-0, 11=2397/0-8-0 Max Horz 1=-214(load case 5) Max Uplift8=-380(load case 6), 1=-411(load case 4), 11=-999(load case 4) Max Grav8=226(load case 7), 1=1028(load case 1), 11=2397(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-386, 2-3=-2154, 3-4=-1694, 4-5=-612, 5-6=-590, 6-7=-467, 7-8=1185, 8-9=34 BOT CHORD 2-14=2039, 13-14=1092, 12-13=325, 11-12=-1413, 10-11=-922, 8-10=-920 WEBS 3-14=-845, 4-13=-881, 5-13=251, 6-13=623, 6-12=-1033, 7-12=1958, 7-10=110, 4-14=828, 7-11=-2351 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 ; porch right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 380 lb uplift at joint 8, 411 lb uplift at joint 1 and 999 lb uplift at joint 11. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING. Vgft design pasamsters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and 1caded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. Fat general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consul OST•88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTekHandlingInstallinaandBracingRecommendationavailablefromTtussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties„ 4 TOP CHORDS 2. Cut members to bear tightly against each c2 c other, WEBS JS a 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 1/8' from outside edge of 0 O 1L _ at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" frompanel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5, Unless otherwise noted, moisture content of e required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and 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 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP , FORM018,019 LNG ® OfYOROIAIR ® - . Job I russ russ ype ty y STANDARD 1794 B ELEV. 14593554 DR17948 B ROOF TRUSS 2 1 Job Reference (o al) sFebr e Industries, nc. a Mar 1: age i -1-0-0 1 5-1-4 9-9-0 l 14-2-12 + 18-11-0 1-0-0 _ 5-1-4 4-6-12 4-6-12 4-8-4 Scale = 1:35.2 4x6 = 4 6.00 12 2x4 2x4 i 3 5 6 2 jIo 3x4 = 7 3x4 = 5x8 = axe II 9-8-0 18-11-0 9-8-0 9-3-0 Plate Offsets ( -1 Edge],[7:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) -0.04 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.50 Vert(TL) -0.20 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE , Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6=868/0-3-0, 2=971/0-8-0 Max Horz 2=133(load case 4) Max Uplift6 = -336(load case 5), 2=-419(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1262, 3--4=-919, 4-5=-919, 5-6=-1238 BOT CHORD 2-7 =1109, 6-7 = 1076 WEBS 3-7=-325, 4-7=472, 5-7=-288 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; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 6 and 419 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 rrti AWARmNa - Verym deetgn pararrscters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibeing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Speelticotion, and HIB-91 MiTek ® Handling Installing and Bracing Rocommendation available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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 tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c3 CrWEBS IJ50 O O 1 a ce c7 cc 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 Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP FORM018,019 GANG-NAJL ® HYDRO -AIR ® - I - Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to 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, 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, Inp. Job rus Truss Type ty y STANDARD 1794 B ELEV. 14593555 DR1794B BG ROOF TRUSS 1 1 Job Reference (o tionaq s e I e n ustries, nc. a w age 1-0-0 4-3-8 8-0-8 11-3-8 15-0-8 19-4-0 20-4-0 1-" 4-3-8 3-9-0 3-3-0 3-9-0 4-3-8 1-M Scale = 1:35.6 46 = 2x4 11 4x8 = 4 2x4 11 5 2x4 II 2x4 I I 2x4 11 6.00 12 2x4 I 2x4 2x4 2x4 I I 3 6 v x II x x ll x I 7 8 Ioa1x2x411 2x4 11 2x411 2x411 2x4 II 2x4 11 3x4 = 10 9 3x4 = 3x8 = 5x6 = 8-0-8 11-3-8 19-4-0 8-0-8 3-3-0 8-0-8 Plate Offsets ): -4, - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (10C) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 7-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.03 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 123 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 981 /0-8-0, 7 = 981 /0-8-0 Max Horz 2=-106(load case 5) Max Uplift2 = -408(load case 4), 7=-408(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1359, 3-4=-1085, 4-5=-977, 5-6=-1085, 6-7=-1359, 7-8=17 BOT CHORD 2-10=1189, 9-10=977, 7-9=1189 WEBS 3-10=-247, 4-10=222, 5-10=0, 5-9=222, 6-9=-247 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=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 2 and 408 lb uplift at joint 7. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 r AWARNING - VerVy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brlicing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 1Tek® Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, W153719. r Symbols PLATE LOCATION AND ORIENTATION i 3/4 to-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-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints attwwhichbearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c2 WEBS J5 occo V3 +' O a UO a ce c ce 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 L MiTeke TMMM PANELANE CLIP . HYDRO -AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inp. Job I russ Truss Type ty ly STANDARD 1794 B ELEV. 14593556 DR1794B C ROOF TRUSS 2 1 Job Reference (o tionap s e I e n ustries, nc. aMar age r 5-5-0 11-3-0 123-0 r i 5-5-0 5-10-0 1-M Scale = 1:21.6 06 = 2 6.00 12 1 3 it G 4 Io 3x8 I I 5 3x4 = 2x4 11 3x4 = 5-5-0 11-3-0 5-5-0 - - 5-10-0 Plate Offsets [1:0-0-0,0-1-21, [1:0-2-12,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) -0.01 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.03 3-5 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 3 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: _42 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 No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 1=507/0-3-0, 3=611/0-8-0 Max Horz 1=-93(load case 5) Max Upliftl=-195(load case 4), 3=-279(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-530, 2-3=-526, 3-4=17 BOT CHORD 1-5=463, 3-5=463 WEBS 2-5 = 108 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.Op.sf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 1 and 279 lb uplift at joint 3. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Ver{Jy design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - - designer. Bracing shown is, for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. r Symbols PLATE LOCATION AND ORIENTATION 13i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Ye 1/e„ 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. Numbering System J2 J3 J4 TOP CHORDS 0 WEBSCr 0 o u `' crU0 O r- a 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. 0 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko A III PANEL TM CLIP . FORM016,019 a'W"` ® ifyORO.AIR® , General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inip. ' Job rus I russ I ype ty y STANDARD 1794 B ELEV. 14593557 DR17946 CG ROOF TRUSS 1 1 Job Reference (o at) s e d e Industries, nc. a Mar 1 1: age 1 5-10-0 11-b-0 12-6 1 1-0-0 5-10-0 5-10-0 1-0-0 Scale = 1:22.6 4x6 = 3 2x4 11 2x4 11 6.00 F12 2x4 11 2x4 11 4 2 5 Io 2x4 11 2x4 11 2x4 11 2x4 11 6 3x4 = 2x4 II 3x4 = 5-10-0 11-8-0I 5-10-0 5-10-0 Plate Offsets 1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.20 Vert(TL) -0.03 4-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 52 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.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=620/0-8-0, 4=620/0-8-0 Max Horz 2=83(load case 4) Max Uplift2 = -282(load case 4), 4=-282(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-546, 3-4=-546, 4-5=17 BOT CHORD 2-6=481, 4-6=481 WEBS 3-6=110 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 II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 2 and 282 lb uplift at joint 4. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - Verbfy design parameters and READ NOTES ON TMS AND REVERSE SME BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be IN Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 '®® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo MiTekDrive, Madison, WI53719. r Symbols PLATE LOCATION AND ORIENTATION 1 /4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 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 40,10 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c3ca VYIEBSQO J5 oUaCr aO a c8 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke O PANEL TM CLIP .: HYORMAIR.® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at / 4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ' Job russ russ ype ty y STANDARD 1794 B ELEV. 14593558 DR1794B D3 ROOF TRUSS 1 1 Job Reference (optional) sFebr e n ustnes, no aMar 12 09:11:52 2003 Page 1-0-0 3-M 3-8-0 6-8-0 7-8-0 1-0-0 3-0-0 0-8-0 3-" i 1-" Scale = 1:15.2 4x6 = 4x6 = 3 4 6.00 F12 5 0 2 6 Io 1 2x4 = 2x4 = 2x4 11 8 7 2x4 11 3x8 11 3x8 11 0-8-0 3-0-0 3-8-0 6-M 6-8-0 0-8-0 24-0 0-8-0 24-0 0-8-0 Plate Offsets e , ,1- - -1- d e , ,1- - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.23 Vert(LL) 0.00 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TU 0.01 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 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 No.3 WEDGE Left: 2 X 6 SYP No.2ND, Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2=458/0-8-0, 5=458/0-8-0 Max Horz 2=-55(load case 5) Max Uplift 2 = -242(load case 4), 5=-242(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-471, 3-4=-369, 4-5=-471, 5-6=35 BOT CHORD 2-8 = 360, 7-8 = 369, 5-7 = 360 WEBS 3-8=95, 4-7=95 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 2 and 242 lb uplift at joint 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 5. 6) Girder carries hip end with 3-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 44.91b up at 3-8-0, and 70.51b down and 44.91b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase= 1 .33 Uniform Loads (plf) Vert: 1-3=-74.0, 3-4=-80.2, 4-6=-74.0, 2-8=-20.0, 7-8=-21.7, 5-7=-20.0 Concentrated Loads (lb) Vert: 8=-70.5 7=-70.5 Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SME BEFORE USE. _ Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss -- designer. Bracing shown is for Weial support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrloation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO-89 Bracing Specification, and HIS-91 MiTek® Handling InstalllnA and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrio 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. 8., 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. J2 J3 J4 TOP CHORDS c2 ca ccWEBS J5 o _ o O O V a ce v ce 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP . FORM018,019 GAMG-fYAJL ®. HY®RMAW @ General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I . 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 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inp. ' Job russ I russ I ype ty y STANDARD 1794 B ELEV. 14593559 DR1794B J3 ROOF TRUSS 2 1 Job Reference to tional) I sFebI e n ustries, nc. ed ar 1 age 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:10.3 6.00 F12 2 1 4 1 2x4 — 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 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 = 69/Mechanical, 2=254/0-8-0, 4=26/Mechanical Max Horz 2=103(load case 5) Max Uplift3=-91(load case 5), 2=-118(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-62 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 91 lb uplift at joint 3 and 118 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 C ert. #6634 K VerM design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE tME. WARNING Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss- -- - designer, Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br'mcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MHandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. ® Symbols PLATE LOCATION AND ORIENTATION 1 /1 to-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-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz 73 ir WEBS IJ50h30 O ac7cr0 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 MiTek@ TM PANEL CLIP! HYDRO 4/R 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 at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inp. ' Job rus Truss Type ty y STANDARD 1794 B ELEV. 14593560 DR1794B M ROOF TRUSS 4 1 Job Reference o tionall I sFebt e n ustries, n(c. a Mar : 1: age 3 Scale = 1:5.9 8.00 12 2 4 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 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) 1 st LC ILL Min I/dell = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = -1 7/Mechanical, 2=179/0-8-0, 4 = 9/Mechanical Max Horz 2=55(load case 4) Max Uplift3 = -23(load case 5), 2=-119(load case 4) Max Grav 3=28(load case 4), 2=179(load case 1), 4=90oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-43 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; 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 23 lb uplift at joint 3 and 119 lb uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARNINO - VerVy design parameters and READ NOTES ON TMS AND REVERSE SWE BEFORE USE. ® Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss --- - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull CST-B8 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 A IT o' K® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. 'vr r 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-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS I O O cc ac7ur0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM 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 M! MiTeke HYDRO -AIR TM PANEL CLIP . General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or 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, Inp. Job rus truss type ty y STANDARD 1794 B ELEV. 14593561 DR1794B S ROOF TRUSS 2 1 Job Reference to tionap sFebt I e Industries, ri a Mar age 1-5-0 4-2-15 1-5-0 4-2-15 L tale = 1:10.2 4.24 12 o_ L6 2 5 1 2x4 = 4 0-11-5 3X8 11 4-2-15 0-11-5 3-3-10 Plate Offsets 1 -11, - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP 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 >380 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.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 10-0-0 oc bracing. WEDGE Left: 2 X 6 SYP No.2ND REACTIONS (lb/size) 3 = 75/Mechanical, 2'=213/0-11-5, 4 = 28/Mechanical Max Horz 2=55(load case 3) Max Uplift3 = -79(load case 5), 2=-99(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-5 = 29, 2-5 = 29, 2-3 =-32 BOT CHORD 2-4=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 capable of withstanding 79 lb uplift at joint 3 and 99 lb. uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase =1.33 Uniform Loads (pIf) Vert: 1-5 =-74.0 Trapezoidal Loads (pIf) Vert: 5=-0.0-to-3=-78.5, 2=-1.7-to-4=-21.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 tti A WARNING - VerM design parameters and READ NOTES ON TIM AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectfcation, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo MDrive, Madison, W153719. '® n 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-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 VYEBS J5 o_ o U O O a c8 c7 C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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, MiTek® PANEL TM CLIP .. FORM018,019 a'''NG """` ® Ny®RO,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 joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at r/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. ' VJJi GJi GlJF J i 1:.3J UtL M 1 K y 4F7 f t7J f 7GGti c" NU . ,M10 Louue FORM 600A.2001 FLORIDA ENERGY EFFICIENCY CODE FORBUILDING CONSTRUCTIONr Florida Department of Community Affairs Residential Whole Building Performance Method A project Name: 1794 Builder. DR MORTON Address:Z35 -tue 1 bL Permitting Office: Permit Number: City, State:C'iZ - Jurisdiction Number. Owner. ., - .©`cJ Climate Zone: Central 1. New construction or existing New - 12. Cooling systems Cap: 36.0 k - 2. Single family or multi -family Single family V. Central Unit 12.00SEER: 12.00 `. 3. Number of units, if muhi-family I - 4. Number of Bedrooms 3 r b. N/A - 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1794 ft' e. N/A 7. GIass area &type - 260.3 ft' 13. Heating systemsa. Clear - single Pane p.0 ft" a. Electric Heat pump Cap: 36.0 b. Clear - dottblc pane - lispf: 7.90iSpp: 7.80 - W C. T'mt/other SHGC - single pane 0.0 ft-t _ d.'Tintlother SHCTC - double pace 0.0 Rr b. N/A 8. Floor types -- a. Slab -On -Grade Edge Insulation R 0.0, Z02.5(p) ft - c. NIA b. NIA - c. N/A 14. Hot water systems a. Electric Resistance Cap: $0.0 gallons _ 9. Walt types EF: 0.86 L Concrete, Int Irutrl, Exterior R=3.0, 1294.2 ft3 - b. Frame, Wood, Adjacent R-11.0, 300,0 Rz _. b. NIA c. NIA - c. Conservation credits -- d N/A - HR-Heat recovery, Solar e. N/A DHp-Dedicated heat pump) l0 Ceiling types a. Under Attic R=19.0, 1807.5 ftl - 15. 14VAC Credits PT, - CF-Coiling fan, CV -Cross ventilation, b. NIA _ BF -Whole house fan. c. N/A PT -Programmable Thermostat, 11. Duots _ a. Sup: Unc. Ret Unc. AlgSealed):Czrage Sup. R=6.0, 1.0 ii - MZ-C-Multizone Cooling, MZ-H-Multizone hearing) b. N/A Total as -built points: 24755 Glass/FloorArea: 0.15 Total base points:25693 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Floria Energy Code. PREPARED BY: DATE: _ C- i hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/ AGENT: Q DATE: . ` 3 2 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction Is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnwgyGaugeO ( Version: FLRCSS v3.2) JJ GJ/ eV-XiJ 1 f • JJ UCL 1'I l R 4CJ f OJ f 7GL'O I11U.01)U LootivJJ FORM 60OA-2001 SUMMER CALCULATIONS R Residential Whole Building Performance Method A -Details s PERMIT # ADDRESS;,,, AS -BUILTBASEF= GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Type/SC Omt Len Hgt Area X SPM X SOF = Points Floor Area 18 1794.0 2&78 8324.9 Single, Clear Nw 1.0 4.6 4.5 37.74 0.94 160.0 Single, Clear M 1.0 9.5 32.B 37.74 1.00 12$2.8 Single, Clear Nw 1.0 4.8 4.0 37.74 0.95 143.1 singie, Clear Sw 1.0 6.0 23.0 52.82 0.06 1169.6 Single, Clear Sw 1.0 6.0 23.0 52.82 0.96 1159.6 Single, dear Sw 1,0 6.0 16.0 62.82 0.96 13.6 Single, Gear SE 1o.0 7.8 40.0 58.64 0.47 1068.0 Single, Clear SE 1.0 12.0 16.0 56.64 1.00 905.9 Single, Clear SW 8.6 7.8 40.0 62.82 0.50 1053.4 Single, Clow' SE 1.0 8.5 16.0 66.64 1.00 905.7 Singh Clear NE 1.0 5,0 13.0 43.65 0.95 540.9 Single, Clear NE 1.0 6.0 16.0 43.65 0.97 678.1 Single. Clear NE 1.0 6.0 16.0 43.65 0,97 878.1 As -Built Total• 260.3 10516.8 S Area X BSPM Points Type R-Value Area X SPM = Points 300.0 0,70F 210.0 Concrete. Int Insul, Exlerior 3.o 1294.2 1.40 1811.9 1294.2 1.90 2459.0 Frarne, wood, Adjacent 11.0 300.0 0.70 210.0 Base Total: 1594.2 2669.0' A5-Built Total: 1594.2 2021.91 DOOR TYPES Area X BSPM Points Type Ar®a X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 432 Exterior 20.0 4.80 96,0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total• 38.0 139-2 CEILING TYPES Area X BSPM Points TypelUnder R-Value Area X SPM X SCM s Points U nder Attie 1704.0 2.13 3821.2 Aida 19.0 1807.5 2 82 X 1.00 6097.1 Base Total: 1794.0 3821.2 As-Butlt Total: 1607.5 6097.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 202.5(p) -31.8 6439.5 Slab -On -Grade Edge Insulation 0.0 202.5(p -31.90 6459.6 Raised 0.0 0.00 0.0 Ba3e.Totalc 6M.6 As-BulitTotai: 202.5 6459.8 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeVFlaRES2001 FLRCSB v32 qJi C.J/ auQl) 1 ( 0 0.7 UCL M 1 M 77 '#G f OJ f 7GCO fYU . JJVJ 1i17F7L) i FORM 60OA-2001 a. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT P BASE AS -BUILT INFILTRATION Area X BSPM -Points Area X SPM Points 1794.0 14.31 25672.1 1794.0 14.31 25672.1 Summer Base Points: 34172.5 Summer As-Buiilt Points: 36989.4 Total Summer X System = Cooling Total X Cap Ratio X Duct X System X Multiplier Multiplier Credit Multiplier Cooling Points Points Multiplier Points Component OM x DSM x AHU) 36989.4 1.000 1.00 1.087 x 1.150 x 0.95) 0.284 1.188 0.284 0.950 0.950 11858.4 11858A 34172.5 0.4266 14578.0 36989A EnergyGauge'"' DCA Form 60OA-2001 Ener9yGau9ee/FbRES7001 FIRCSS v3.2 V.,.li GJ GVVJ 1 , . JJ L[LL n11\ - V I VJ 17GGV FORM 60OA-2001 5 11U....1Jw IICJCJJ INTER CALCULATIONS 4 Residential Whole Building Performance Method A Details ADDRESS:,,, PERMIT #: AS -BUILTBASE eLASS TYPES Overhang18XConditionedXBWPM = Points Omt Len Hgt Area XWPM X WOF =Points Floor Area Type/SC 18 1794.0 5.86 1892.3 Single, Clear NW 1.0 1.0 4.5 9.5 4.5 32.8 12,23 1.00 1213 1.00 54.9 400.6 Single, Clear NW 1.0 4.8 4.0 12.23 1.00 48.6 Single, Clear Single, Gear SW 1.0 6.0 23.0 9.22 1.01 , 214,3 single, Clear SW 1.0 6.0 23.0 922 1.01 214.3 Single, Clear SW 1.0 6.0 16.0 922 1.01 149.1 Single, Gear SE 1o.0 7.8 40.0 8.34 1.63 542.9 Single, clear SE 1.0 12.0 16.0 8.34 1.01 134.3 Single, Clear SW 8.5 7.8 40.0 9 22 1.36 500.3 single Clear SE 1.0 8.5 16-D 8.34 1,01 134.7 Single clear NE 1.0 6.0 13.0 12.00 1.00 156.0 stele, Clear NE 1,0 6.0 16.0 12.00 1.00 1920 Single, Clear NE 1.0 6.0 16.0 12.00 1.00 192.0, As-BuiitTotal: 260.3 293d.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 300.0 1.80 540,0 Concrete, Int Insul, Extend 3.0 1294.2 3.80 4918.0 540. 0 Exterior 1294.2 2.00 2588.4 Frame, Wood, Adjacent 11.0 300.0 1.80 Base Total: 1594.2 3128.4 As -Built Total: 1594.2 5468.0 DOOR TYPES Area X 8WPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 z0. 0 5. 90 5. 10 106. 2 102. 0 Exterior 20.0 6.10 1020 eftr Insulated Base Total: 38.0 174.0 As -Built Total: 38.0 2092 CEILING TYPES Area XBWPM = Points Type R-Value Area XWPM X WCM = Points Under AttlC 1794.0 0.64 1148.2 Under Attic 19,0 1807.5 0.87 X 1,00 1572.5 Base total: 1794.0 11482 AS -Built Total! 1807.5 1572 S FLOORTYPES Area XBWPM = Points. Type R Value AreaX WPM Points Slab 202. 5(p) -1.9 384.8 SlabArrGrade Edge Insulation 0.0 202.6(p 2.50 606.3 Raised 0. 0 0.00 0.0 EnergyGaugeO DCA Form 600Ar2001 EneryyGaugeVRaRES'2001 FLRCS8 V3.2 I IV. JJV VVVV FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS:,,, AS -BUILTBASE Area X WPM Points INFILTRATION Area X BWPM = Points 1794.0 -0.28 502.$ 1794.0 028 502.3 Winter Base Points: 5455.8 Winter As -Built Points: 10177.0 Total Winter X System = Heating Total X Cap Ratio X Duct X System X Multiplier Multiplier Credit Multiplier Heating Points Points Multiplier Points Component PM x DSM x AHU) FW5,8 10177.0 10177.0 1.000 1.00 1.076 x 1.160 x 0.95) 0.438 1.188 0.438 0.950 0.950 5025.6 5025.E 0.6274 3423.0 _ EnewGauge- DCA Form 600A-2001 Enw y0au9e&1f18RE=01 FLRCSB v32 J/ Go/ eu' ,) 1 f : J) 11tL H 1 K y 4U f CJ f Jeed NU. 5,50 tiuu, FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details PERMIT # ADDRESS:,,, BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multplier X Credit =Total Bedrooms Volume Bedrooms Ratlo Multiplier 3 2564,00 7892.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 A,s-Bullt Total: 7570.9 EnergyCwoen" DCA Form 600A•2001 ErwgyGaugeejMRE8 2001 FLRC$B v32 r _ --- . uLv CJ/ GCJCJJ 1 I . JJ LCL r11 rR - `tu I O.J 17GG0 FORM 60OA-2001 11U. JJw {ruUQ 1 Code Compliance Checklist Residential Whole Building Performance Method A Details PERMIT * SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST er m Doors ouo.i.r+o. . I Exterior & Adjacent Walls 606.1.ABC.1.2.1 a...., ......_ _...__ ..- Caulk, gasket, weatherstrip or seal between: windows/doors &frames, surrorslityting wa between exterior wall panels at comers; ui foundation & wall sole or sill plate; joints between wall & top/bottom plates; between wails and floor. penetrations; panels infiltration barrier is installed that extends EXCEPTION; Frame walls where a continuous and 1s Mled to the ftridatiOrl to 1 606. 1.ABC.1.2.2 Penetrationslopenings >118" sealed unless backed by truss or joint members. FloomEXCEPTION: Frame floors where a continuous Infiltration bander is installed that is sealed Ig he perimgter, Pe etrations and seam. ofceiling plane of top floor, around shafts, char Ceilings 606AABC.12.3 Between walls & ceilings; penetrations to continuous air barrier, gaps In gyp board & top plat soffits, chimneys, cabinets sealed attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed Is sealed at theonsbns and seams. Recessed lighting Fixto es 606.1.ABC.12.4 rated ICh nopenetrati C or non -IC rated, ed nside a 3' sealed; insulation; nI or Type C rated with < Oicfm m sealed box ith clearance conditioneds d Mi sto H 1:2.5 b n ier on of floor cavity betwe withNFP xxhaustfansventedtooutdoors, dampers; combustion space heaters comply Additbnallnflltrationrefits6o6.1,A0C.1.3 GN IVIo . water Heaters 612.1 Comply with efficiency requirements In Table 6-12 Switch or clearly marked circuit breaker electric r cMust be provided. el r i - hQ2ttr90 Muir Sw( mming Pools &Spas 6121 Spas & heated pools must have covers (except solar heated). Nan-commerclal pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal snow a V06.I - Air Distribution Systems 1610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Insulation 604.1, 602.1 Ceilings -Min. R 19• Common wails -Frame R-11 or CBS RR both skies - Common calling & floors IRA 1. EnergVGaugelm DCA Form 60OA-2001 EnwgyGaug9VFIdRES2001 FLRCSB v32 c.....• c...• c n a . mac.. i . i JGLV 1 `IV ..JJrj 11CIC17 fvpL) PERFORMANCEENERGY DISPLAY CARD ESTIMATED ENERGX PERFORMANCE SCORE* - 84.3 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems Central Unit Cap: 36,0 z. Single family or multi -family She y a SEER:: 12.0012.00 _ 3. Number of units, if multi -family 1 4_ Number of )3edrooms 3 b. NIA 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1794 fe c. NIA 7. Glass area & rype 260.3 ft' 13. Heating systems a. Clear - single pane 0.0 ft= a Electric Heat Pump Cap; 36.0 kBtn/ltr — b. Clear - double pane HSPF: 7.80 c. Tiat/other SHGC - single pane 0.0 ft, d. Tintlothcr SHdC - double pane 0.4 ftr b. NIA 8. Floor types a. Slab -On -Grade Edge Irmulation R=0.0, 202,5(p) ft _ c. N/A b. NIA 14, Hot water systems c. NIAN/Awal a Electric Resistance Cap. 50.0 gallons _ 9. types EF: 0.86 — a. Concrete, Int maul, Exterior 1t=3.0 1294.2 ft' b. Frame, Wood, Adjacent R=1 1.0, 300.0 ft2 _ b. N/A Y c. NIA c, Conservation credits d N/A HR-Heat recovery, Solar e. N/ANIACeil DHF-Dedicated heat ptunp) 10. types a. Under Attic R=i9.0, 1907.5 ft' _ 15. HVAC credits FT, CF-Ceiling fan, CV -Cross vcntilatioa, b. NIA HF-Whole bouse fan, c. N/A PT -Programmable Thermostat, l Ducts a Sup' Uric. Rec U'nc. AH(Sealed).C,3m8e SUP. R=6.0,1.0 ft _ Attic radiant barrier, MZ-C-Multizoae cooling, b. N/A NE-H-Multizono heating) I eexcify 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: ZCD Address of New iiome:2 {Cz City/FL Zip: 63P N ; ' -3 NOTE: ne home's estimated energy performance score is only available through the FLAIRES computer program. 21 is isaLat a Building Energy Rating. Jfyour score is 80 or greater (or 86 for a US ZPAIDOE EnergyStar `{designation), your home may qual6for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1491 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Afficieney Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGmge® (Version: FLRCSB v3.2) vokiie We Trade RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: GB•1794 3.28.03 e Weir Oft-dob AP, R , US Design Conditions Summer Design Conditions 38 T Otwe d, 93 T SI T 32 OF Heating Summary at Sass 365 a E Ltit l T$ 36635 Shb Infiltration n quality AvW98, Heating. Co in a 16M 166M 0. 40 fixrating Equipment Summary TF' v*E t1' pw 60 Moisblre d'rf eove 43 gfflb Sensible Cooling Equipment Load Sizing shcwm 1 Bkjh Verd on 0. 96 ToW sim eq* bad 2%43 Bbuh Latent Cooling Equipment Load Sizing 1150 BUh Veraftn 3275 81uh Total f2M ftuwtregWlp. lmd 5900 Bkjh bFaf c2fy at 0 80% SW 8 ton Cooling Equipment Summary Male TR*E Trade E lidw)w 7aH5PF y sffEbbowkv 1 2MW SUh H output p rye 0 Bhh @47°F 0 OF LMt ao V 7Adalooft 7100B i Hgdp r' gtancf1200dm0.033 chvBtih W Coo " B fan coo"airilowb* f pA5 Hwdng r4awfaeff S I Load swsble heat 1d*0 ffi % eoldlits116 values have W" manaprry *"'ridden F'ltwA Carted by ACCAtOme0tai W*K=ft of Mar "J M E d. 2009-MaTd5 10:$4; 45 vvir,ghtsOft Righl4uite Residential"' 5.5,06 RSR26014 Pago I E.\Files\DrHedon2002\17g4\ 1794,rsr VJ CJ GVVJ 1 1 . JJ LGL I"I1 R ' YV I OJ (7GG0i IYU. JJCI Lrul l iI MIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House Job: GB-1794 3.25.03 DEL AIR HEATING,AIR CONDITIONING,R log COMMERCE STREfiT. LAKE MARY, FL 32740.6206 P"ne: (40 631-2665 Procedure A - Winter Infiltration HTM Calculation* 1. vVirter intih Wn AVF = 222 cfm 0.80 ach x 16E61 ft' x 0.0167 2 VyjnW infiradon bad 7819 Bkjh 1.1 x222 Cfm x 32 °F WrlterlD = 3. Whfer irimr-don Wm 298 fta 7o#aJ window = 262 MAW Bhh ! ai-id door area Procedure B - Summer Infiltration HTM Calculation 1. &mm h0krAmAVF = 111 Cfm OAO ach x 16661 ft' x 0.0167 2 Sumn>er' irftaW bad mmZ99 BAIh 1. 1 x 111 cfm x 18 OF a TD 3 SumrTrer ikon HTM 2199 Bb.i1 1 298 fr Tow dot• ow a 7A Bbk& Procedure C - Latent Infiltration Gain 0. 68 x43 grAb masLdi f. x 111 cfm = 3275 ' Procedure D - Equipment Sizing Loads 1. Smsbe sizi g bad Sera* verdawn bad 1. 1 x 50 elm vent co* a bad for *uchme Nne 19) Sm of ve tW=and Ouchne loads Eq jorre t s --load sertsble 2 Llkrt wN Wd wat 0. 68 rfrn dd k)avent Irlt mal bads = 230 BW laratm bad from Procedure C Ec}#re t slarUC bed - mrt Construdbn 011* is a x 18 ° F 9iTrrU1D + 26401 Bblh 27391 Bih 26343 Bbh x 43 gob moisLO. 1474 Bbh x 5 people + 1150 BW 3275 Bhh 6900 Bhh No.dFivpiamiT 0 Boldlital a values bays baen manually ove'/dd PrntmA Caled by ACCAb nj9dan mquirerrrertts zoos-t 2s o:sa:s w rijphtSoft Right -Suits Resldentisl^' 6.5-06 RSRZW14 page 1 ACC% E: 1FileSlOrHefton2002\170411794.rar VJr L r LVVJ 1 JJ LL I -I l l r -V I VJ I -LLV I lV JJV VV1G I RIGHT-J WINDOW DATA I I i ry DEL AIR HEATING,AIR CONDITIONING,R Job: GB-1794 3.25.03 109 commaRCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) $31-2065 w N D w S K Y D I R W A L L G L S S O N A S L O T H V G N H A W R A H L G C Z E M D G Z L O O V R X O V R Y W H G T C H T M W N A R S H A R FOYAJVIDIN a a a a rt n n n se se se no a a a a c n 0 d 11 1 g900 1.0 c n c n 0 n 1 1 90 1.0 c n 0 d 1 1 90 1.0 10 1. 0 1. 0 4. 5 3. 5 110 5. 0 1. 3 5. 0 47A 76. 4 39. 4 328 4. 0 23. 0 0. 0 0- 0. 0 KIT NOOK a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 23.0 0.0 FAM b r rwn+ a c n 0 d 1 1 90 1.0 10.0 1.0 6.8 39A 40.0 0.0 MBR a a b n n n r? u nw ne a a a c n 0 d 1 1 90 1.0 c n 0 d 1 1 90 10 c n 0 d 1 1 90 1. 0 8. 5 7. 0 1. 0 5. 0 6. 8 39. 4 39. 4 16. 0 40. 0 0. 0 0 0 MBTH a in sw a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 47A 13.0 2.0 BR2 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 474 16.0 2.0 1 BTH2 BR3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47A16.0 2.0 UTIL 20033Mar. 29 10:34:45 vvnght50' t Right -Suite ResidentloPm 5.5.06 RSR25014 Page 1 E.\ Mi esIDrMorta n20021179411794.rsr YJJ/ Cam/ GG JJ l f: JJ ULL M L M y 14U (tl=) f 7GGt1 nu..3.S10 LOU I3 RIG f iT-J WORKSHEETHouseEnure DEL AIR HEATINGAJR CONDITIONING R rob: e-irsa szs.as log C M STREET LAKE Y FL 32746-k3QG PM-: a0 831-2865 WNUAL VIKEi E roHia°ae MO ft KIT 99.0 NOOK 9A ft 2 Le*dOQamdwdf S It13.0 x 25.0 ft SO X A 15.0 x 9A 8 9.4 ft heetbod 4 Cea>gs Cat9L Cp6at1 93 t1et11 d d 9.4 1te Od M beallood YPEC Hhj C19 AaeO lid (BOi1) Htp CI9 An LOW AM H a9 DTOS5 JRE Na Htg Ci9 10h% G9 R') C',418s a 14B 2.1 1bT 0 PXS— d CL 0 0. 0 ,,. .. 0 ` e t 0. 0. 0. 0. w 0 0 6 IAtrdpfdend a 1C 37 E 64 „ , 2t ,... 0 MedrS c 9C 39 0 0 0 0. f 0. 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Sv 0 9 0 tJo loatl b 0. o. 0M0ldd 0. 0 0. 0 0 0 0. 0 0 0 0 fgors) f 12 Mdltration ® 7 7m 219 iam 1$ SubbfallD5 +8•01 12 3 1 3ii1 10%/ 1 14 15 Duct ada11D<Afrn TCWbtaa1$v14 3 16 ht!ora 300 Imam 1 0 17 AqI SU tRSl WA'7*6pP-41112T1O Lessmde1f1B1moM1q r 0 Q Lesst ier O w« wwr fedlffi IlbpM1 21(A 10 tA0 9 Taml l9ai{17r1i'PLF 50 to1A0 Arrec}ied (dm)ini4D0 ftW =Word ACCA 10 meet 01 Of Matt d J -M Ed 2003-Mar25 10;36:45 Awr.ghtso RiptSuite ResidemiatTM 5.5.06 RSR26014 Pago 1 k :kRi=10rHorton20021179411794.rsr VJ/ GJ GVVJ 1 f JJ LLL rl1l\ V 1 VJ 1 JGGV WORKSHEETrejiloUS@N Job: GB-1794 3.2E-03 DEL AIR HE"NG)UR CONDMONING,R 109 MpjCE ST I REET, LAKE MAit 32 a6 bZ06 n@: d07 891-2685 MNJUALd7hEd FAM MR NON 10S ft 105 It 1 3 Nmedrtmt 23,0 R 5a5 ft 15Dx 15.OR 17.4X 20.Oft O 51t x 105 ft 9'I 4 Ce+gs CO;OU io^ 4 d Arm lmd W) C19 Nea load p31h) OF) Hq 09 AMp0OF) Hlg I pff'OSJRE NQ Ht9 09 ( Ho (M Hg CI9 1 99 Gmz a 1 B 4 21 «.. 0 """ 0 .... ... D 13G 0. 0 0eleandc d0. 0 .... ..» e 0 f 0. 0. """ 6 1 5g137 « «» 16 0Widvsavda1C adoors b SC 37 «» '"' 0 "' 0 «» F41 d SG o» e 0. .«. w 2 7 VM1d0a6SW NoAh 20. 2= 0 0 .... gMsdws NEM 0 CaaErp a 11 14 0 0 Soup 0 0 Hoa 0. 0 0 8 Oherdoars a 10D td 9 0 0 0 0 0b11A112 p 0 0 a 9 a 14B a 21 1 73B 3m 83 3B1 0 170 b 13C 1 0 0 0 0 0 vvs ed C e d la 0. 0 0 0 0 0Dp 10 Ceiinge a 19D 1. 982 9)1 715 210 147 0 b Q a 0 0 Q acl p D d 0 0 a 0 0 0 i 0 11 Flom a =k 0 0 51 0 11 11 0 PM room b 0 0 0 0 d Q 0. 0 0 0 0 1b i 0. 0 0 12 kefi11a+ a 7 usa 413 531 341 1s 11 1.3 57S 13 am 1 191 14 Dlllx 15 Tctgbn;:13+14 5m 16 tnt9ahs F p e® 1 _ 0 0 0 3M1AQpp 17 St,blotR q*,-7 +12M8 0 p 1 Cflav and 1 DLd 10 d 1 OD ^ 5527 11J0 "" 1431 11 1451 1199 TaFa tgir iiT.,ur SOD .... 20 A1rn Who (dm) PonW coed byACCAio mast C(MMIA J 71h Ed 2003-Marv25 10:34.45 wr'ghtsai Right -Suite Residential'6.S.06 RSR26014 Page 2 Aft E:1Files\DrHorlon2D02\1794\1794.rsr UGL M 1 K -I •+YJ (tiJ (7GGtt NU..5.50 Iob15 II I IG IT woRKSHEET tine ouse10 Job: GB-1794 3 26.03 DEL AIR HEATINGAIR CONDITIONING,R 109 COMER THELAKE MARY Pt. 3274=6 08Phone; 931-2665 mm ALI7hEd 6>7sz Bpi UTIL 1 NwmdM m 0.0 ft 240 ft 6.D ft 2 Ld*dag7ooa1wel 6.0 x 11.0 $ 10S x 13D ft 8A x IDD ft 4 Ora OOM fiA hme c:d 9.4 hedtnd IYFEOP CST h1m A'- i3tts) CI9 Am I 1 Ii LOWW) AM ft) LOW( GO A1ZjB Ht9 d9 O. HOB CIg (fe) DFOSUOEfalAll5Grass 4. 21 _ 1 ." .,w 5gpged C 3aa pwab f 0. 0. B VVhdO+aa1d a S Sgdoas b 8C 37. j{ppkg c 9C 38. d ME f 0 7 "m%ard Noah 0 41 0 CWN FJW 0 0SBUN prlo2a a C*wdn= 14. 0. 0 0 179 TblMll 1 12 1 p 0aa 9 Net a le 21 0 0 1 9 135 b IX 1 wand d lo 0 e f 0. 0 0 10 Ce&w a 1W 1. 112 IV 137 3K 13 1 b a 0 0 D. d a o 0 e o. a f 0 0 11 PC= a 22A Q 0 0 mo0'^ b ml-Irr is dlspL d 0. 0• 0 0 01 for slab 0. 0 0floors) 12 Ir1fi10a6on a 7 0 TO 13 SlftWbw;&4&*t1+12 112 T „,. ,.— IBSAe+flAlhEeb'9 .... HeAtittp 1oxdOn 11 ... M. 288 ..w 1 1 "• ,..+ 15 Tomlbes=13+1d —123 300 1m ,, , ,, . 14Si ,... rr Sre tRS1.1B 7'&.+12F16 0 .... ««, e. 0 vzis1 •••. ouct 19 8mw 100 ' 15t 1A0 ""' 1990 100 "" 19 Aoarmd Q Pmftj er" ACCAbnlE9td of Mac1u21J7h Ed. ttS wr'1gti>zSoft Right -Suite Residential1° 5.6.06 RSR26014 2003 Mud510;3doPage 3 E:1FUes1prt4ortan20b211794117g4.rsr YJJ/ G.7/ trju D 1 r JJ UCL m 1 m +rj r OJ r 7GGC IVU. DJDu 1POF71b I LIVING 1794 50, FT. GARAGE 374 SO. FT. ENTRY 16 SO. FT. LANAI a3 SO. FT. TOTAL 2275 SO. FT. 4' bath duct to rool COP _ r/Eon-light 3' bath duct to roof tap w/ton Q J InZ o OCN q- m a N >- It m N 20x20 rag PU gam. bath roof dryer a to roof CC rog ' 1 ts-ss wI i2i2&- Must have a minimum clearance of 4 inches around the gir handler per the State Energy Code. All duct has c Q fi J-1 ( n D BUILDER: D. R. H OR TON PLAN : 1794 LOT SUBDIVISION DATE: 13.25.03 DRAWN BY: i EJH REVOSo®NS 1761 Air - DATE By HeatN, Pw Conamminq & Pefri*rrarion,kc, 109 commme *eet 5itie 110 Lake Nar4 PI.32146 -6206 phone; g01831-2665 Z fax: q07-333 853 W m 0 ml Milestone Master Docume Approved By Central Florida 1.0. March 18, 2002 milemasters.xis Updated: 3/18/2002 DESCRIPTION DRAWING # / REPORT # SERIES PAGE INDEX MASTER FILE NUMBER 1 -' INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 1 2 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW FLEX0028 1000 DETAIL WI#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION IFLEX0029 1000 3 INDEX JINSTALLATION MASTER FILE NUMBER 2 IFLEX002 0 1000 4 INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX "' MASTER FILE NUMBER 3 6 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0016 11000,1600 & 2000 6 INSTALLATION DETAIL W/#8 SCREWS FLEX0026 1000,1500 8 2000 INDEX MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0030 1000 8 2000 7 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX00000 8 FNGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOWLA FLEX0035 10001750 8 2000 9 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 10 11 FIN INSTALLATION DETAIL DESIGNER NACU WINDOW FLEX0037 1000,1750 8.2000 INDEX WASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0021 500,1000 8 2000 12 13 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS FLEX0027 500,1000 8 2000 INDEX,— MASTER FILE NUMBER 6 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1600 14 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 15 16 FIN TWIN HORIZONTAL MULLION SECTIONS/ DESIGN PRESSURE CAPACITIES 1HMFINTW 1000/1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES. 1HMFIN 1000/1500 19 FLANGE HORIZONTAL MULLION SECTIONS 7 DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE .CAPACITIES JIVMFIN j1VMFLG 1100011500 1000 / 1500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES j1VMHMFLG 1000 / 1.600 22 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES INDEX MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 23. 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL /DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFN 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2MFI 2VMFLG 2000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES Page 1 of 1 mitemasteWds OALRY WINDOWS BY FLORIDA EXTRUDERS I TEST REPORTS . , BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" .SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE. HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" 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. CONCRETE OR MASONRY OPENING By OTHERS ONE By WOOD SUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO I BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYPJ SEE NOTES) VINDOVHEIGHT ONE BY WOOD - SUCK BY OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BUCK WIDTH BY OTHERS . SHIM AS P,EO'D. INSTALLATION ANCHOR FLANGE TYPE -1/4• MAX.- 3/16' OIA. TAPCON WINDOW FRAME (^I• NOTES) SHOWN (SEE NOTE 9) JAMB RINSTALLATIONANCHOR 3/16' DIA. TAPCON SHOWN SEE NOTE 9) 1-1/4• MIN. GLASS (TYP.) EMBEDMENT (SEE: NOTES) e BUCK HEIGHT FLANGE TYPE WINDOW FRAME SILL V Q CONCRETE OR MAS0;4RY OPENING . eY OTHER' 1-1/4• RIK E.JCbCNT ( IC I c v i CAULK BETWEEN / LY WINDOW FLANGE L WOOD BUCK PERIMETER CAULK BY OTHERS ' W(NDOV WIDTH , STUCCO BY OTHERS CAULK BETVEEN K tSECTIONB-B MAS'Y. OvODPENING 6Y OTHERS WINDOW WTH. WINDOW HGT. I K. L- ELF NATION VIEWED FROM EXTERIOR SILL STOOL BY OTHERS IV) TAPCON LOCATION CHART CALL TIP TO LOCAT;ONS l\ HLADILOCATIONS IN JAMB vsv FIF SIZE TIP so a> Boaz° TOIr7a F 022 74 X 26 C.0 C.D LJ I,J D23 7, % 32 3/6 C.0 3.-0.- I,J.K.L I I;J,K.L D24 - 7. x 50 5/8 C.0 C.O.E IJ.K,L D33 I ICE I/. X 33 J/6 I B.C.C:E I 3.C.O.E1/4 X 50 C1 G.IH,J)KJ,.LK.La T22 I X O L.t. IJ T23 n I x 36 I, B.0 C.E A.3.C,D.E.F I,J.K.L 1,J.K.L T A III X SO /6 B.C.D.= C.O.E.F LJK.L I J K L M2 120 X L..L L.L I,J. .L I,J K,L M3 120 .x m 3/8 B.C.C.-_ I. >.3 C.O.E.? I, J.K,L I I,J K.L M4120Xs05/6 A.B.C.O.E.• A =.C.O.E.F G.M.I.JJ.K I, L 6020 72 X 24 I.J 6030 72 X 36 C.D 3.C,0 _ LJ I.J.K.L 6040 7 > C.D B.C.D.E I,J,K.L I J.K.L Ilu 84 X 24 LJ 7030 64 X 36 C C,E IB.C. E I a.C.O.E J.K,L I I,J,K.L 7040 4.X 4! B,C.AE CI.J.K,L I.JK,L 6030 96 X 36 B.C.C.E C.D.E I.J,K,L I.J,K.L A04 4 B.C.C.E A.3.C.DU I,J.K G 9020 106 X 24 0 O.L.U.- I,J I,J.K,L 9030 106 % 36 B.C.D.E B.C,O.E I,J,K,L I,J,K,L B C.C.E A.9.0 :,E.F I J K L I J K I 10020 120 X 24 L LJ LJ.K,L 10030 120 % Jb B.C.0 E. A.0.0 - ILJ.K,L I.J.K,I 10040 120 % 48 B.C..'.E. C.O,E.F I.J.K,L I,JK.L H 1 J B O• CAULK BETWEEN S!( NDOV FLANGE PRECAST SILL L BY OTHERS V/ VULKEM Us `t . tJ A' ADHESIVE CAULK OR APROVED EOL 1 SECTION A -A . Ova 2 12002 PREPARED 3, PRODUCT L APPLICATION E14INEaRING, INC.. 250 NOTES: 1) SHIM AS REO'D. Al EAC- INSiA-LATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO SE 1/4-. 2) WINDOW FRAME MATERu.L: ALUIL!NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMSEOMENT'OF 1-1/4-INTO MASONRY OR CONCRETE. 4) USE SIUCONiZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESNE CAULK OR APPROVE-) EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER .SEAL AIROUNO EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OVANTtTYLISTED WITH. NEXT LARGER SIZE,.FOR Tr.E APPROPRIATE DESIGN PRESSURE RMO. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN-S OF ASTM E1300 GLASS CHARTS. 6) LETTER CESIGNATIONS ON THE TAPCON LOCATION CrtART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY, 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED W-H le S_REWS OF SUFFICIENT LTM, TO PROVIDE MIN, 5/8 IN. EMBEDMENT INT. WOOD BUCK. 10) APPLICATION OF VULKrV IIE A-HESIVE CAULK AT TiAME SILL MUST COMPLY WITH SEALAN MANUF=CTUPER*S RECOMMENDATIONS. 11) WHERE WINDOW IS INSTALLED 11% MASONRY OPENING WITH A STR.UCTUAL TWO By BUCK. USE d.•0 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1- 3/6- MIN. EMBEDMENT AT A'. INSTALLATION FA_TENER LOCATIONS. I/ IfJ/U1 IJL.ALG: NI) IUTILr.: LLALIWCC 1TE 250, HEAD-iOw, r- :Z1DA 32746 PHONC .97 $05-0365 F.AX 40'' 4I 1 SHEATHING CAULK BETVEEN BY OTHERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR •S SCREW STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) 'Z SEE NOTE 7) — TWO BY WOOD jCMBEDMENTF /_ BY OTHERS 1/4• MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRANC HEADER II II WINDOW HEIGHT VIN DOW HEIGHT WINDOW WIDTH l TWO BY WOOD BY OTHERS SHIM AS REO'D.--,, SEE NOTES) VIN CDV WIDTH ---may 1-1 QC.. I MAX. II (TYP.I 1/4' MAX. SHIM SPACE CAULK BEIVEE.41 r vinDOv FIN I: SHEATHING I, MIK EMBEDMENT i r GLAZING (7YP.).J I (SEE NOTE 7) PERIMETER EOUALLY _ CAULK SHEATHING SPACE by GTHERS j / BY OTHERS ANCHORS FIN TYPE WINDOW STUCCO OR . TYP) FRAME JAMB SIDING BY INSTALLATION OTHERS ANCHOR aH SCREW B ' SECTION B—B I- FIN TYPE 6 MAX. 24. O.C. .(TYPJ MAX. CTTPa WINDOW FRAME 6' MAX. (TYP.) SILL ELEVATION VIEWED FROM x ERIOR MARBLE SILL Br OTHERS . y •;i' PERIMETER STppL INS IM AS REO'C1. ADJACENT TO.EACH INSTwaT10N ANCHOR. MAX. AIlOWA2lE SHIM STACK TO CAULK jp ,(.Ta7•^ 17" 'i aJu iy:( y EJ.: ' NAME: i FRAME MATERVBYOTHERS , 2) WINDOW L: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF I- T INTO WOOD FRAME MEMBER. Gj.. .J A,• + ,7 ; fy7 "~ 1{ l/a 4) USE SILICONIZE0 ACRYLIC CAULK BEHIND WINDOW FIN A; HEAD. SILL C JAMIS. S) USE SIUCON(ZEO ACRYLIC -CAULK FOR PER.aETER SEA: aROUND EXTERIOR OF WINDOW FRAME. INSTALLATION SHIM _ _ -- PACE MAX. 6) GLASS THICKNESS MAY VARY PER THE REC'JIREMENTS CC ASTM E1300 GLASS CHARTS.. 7),INSTALL INSTALLATION FASTENERS AT 6- MIX. FROM COR.NrRS ANO MAX. 24 O.C. DESIGN ANCHOR A8 SCREW PRESSURE CAPACITY OF INSTALLATIONS. V-H ANCHCR S=aCING AS STAT_D, 6 70.0 PSF FOR3 ALL AVAILABLE SIZES UP TO 73' X 71' MAX. STUCCO OR SIDING By OTHERS SHIM AS REO'D. SEE NOTES) CAULK BETWEEN v(NDOv FIN MIN. SHEATHING TVO BY WOOD REV DESCRIPTION DATE IM FLORIDA EXTRUDERS INTERNATIONAL. L 'SHEATMIND EMBEDMENTBYOTHERS BY OTHERS SANFORD, FLC TITLE:INSTALLATION D=TAIL W/r8 SCREWS SECTION A -A H R7. si TnIIgG, FTN VIND W - SERIES I 212002 I DRAWN BY: BB I APPROVED BY: tI JDATE: 12/ 17/0I SCALE: N. T . S. DWG.: FLEX0028 eorevrn e.. acnnlrY L APW IfAir(W rur.INrrplw.. 1M 1 250 INTERNATICNAL PKVY.. SUITE 25n_ M[A-.-VnV. F( w'nA 7274A PHONE 4:7 M-0365 FAX 477 Sn-I)356 SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN E SHEATHING INSTALLATION ANCHOR K8 SCREW STUCCO OR ISIDINGBY OTHERS I PERIMETER 1 EALII.K. , BY OTHERS G(SEENNOTE 71 WINDOWHEIGHT PERIMETER CAULK \ BY OTHERS TWO BY WOOD 1' MIN. BY OTHERS 1/4' MAX. SHIM SPACE SHIM AS REO'D. FIN TYPE (SEE NOTES) VINDGV FRAME HEADER FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL BY OTHERS 1/4' MAX. SHIM SPACE - INSTALLATION ANCHOR .e SCREW SHIM AS REO'D. STUCCO OR SEE NOTES) SIDING BY IOTHERS CAULK BETWEEN WINDOW FIN . SHEATHING I'MIN t SHEATHING EMBEDMENT gT 0 HER 000 BY OTHERS SECTION A —A WINDOW WIDTH 24• O.C. II (TYP.) I H B N1) S1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. A MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 24' O.C. ( TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MAX. (TYP.) 3) WSTALLATION ANCHOR MUST BE OF SUFFICIENT I-. TO INTO WOOD FRAME MEMBER WINDOW WIDTH TWO BY WOOD — BY OTHERS SHIM AS REO'D.— SEE NOTES) GLAZING (TYP:) SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB I/4' MAX. SHIM SPACE CAULK BE IEEN WINDOW F'N 6 SHEATHING 4.1 1' MIN EMBEDMENT i I EQUALLY SPACE 1 ANCHORS (TYP.) PERIMETER / I CAULK J BY OTHERS STUCCO DR SIDING BY OTHERS SECTION B—B L SHEATHING BY OTHERS INSTALLATION ANCHOR K3 SCREW 6' MAXATYP.) ACHIEVE MIN. EMBEDMENT OF ) 4) USE SIUCONIZEO ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. NNNN SILL & JAMBS. EL E VAT %N S) USE RIUCONIZEO ACRYLIC CAULK f0a PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. v1EWED FROM XT RIOR 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. J.•n ^ ('^ ."^ A r' .f 1 7) INSTALL INSTALLATION FATENERS AT 6' MAX. FROM CGR*4ERS i.:Ll ..tk a.r'-.w-` ;•"''6 AND MAX. 24' G.C. OE$IGN PRESSURE. CAPACITY OF INSTALLATIONS WITH fNCY.jR SPACING AS STATED, IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 119• X 49 5/8• MAX. rGoR1D.DER REV DESCRIPTION DATE INI TERNAnONAL, INC FLORIDA EXTRUDERS' SANFORD, FLORIDA TITLE: INS: DEiAT.L W/ z8 SCREWS HORZ. SLIDING FIN WINDOW XOx CONFIGURATION- SERIES 1000 i DRAWN BY: BB I APPROVED BY: 4, 1'N1ll DATE:12/17/01 SCALE: N. T. S. I DWG.: FLEX0029 IN{.. ZW INTERNATIONAL PKVL. SLITE 250. HEATH33W. •:CRIDA 32746 PHONE 407 803-0365 FAX 407 B0r0366PREPAREDDr. PRODUCT L APP IUTION ENGINEERING. S CONCRETE OR CAULK BETWEEN VOOD MASONRY OPENING BUCK L MAS'Y. OPENING BY OTHERS BY OTHERS ONE BY WOOD — BUCK BY OTHERS D CAULK BETWEEN Q WINDOW FLANGE L WOOD B 1 STUCCO BY OTHERS PERIMETER CAULK W K BY OTHERS VINDOWHEIGHT) GLASS (TYP.) SEE NOTES) I PERIMETER CAULK BY OTHERS t ONE By WOOD CONCRETE OP. INSTALLATION ANCHOR BUCK BY OTHERS NASO7lRY OPENING 3/16• DIA. TAPCON Br OTHERS B.V. tNv4• HIM BUCK WIDTH) I C 2EDMCMT 1/4• SHIM —•- D 1-I/4' MIN, FLANGE TYPE SPACE MAX. EMBEDMENT WINDOW FRAME SHIM AS REO'D. p JAMB (SEE NOTES) + INS'.ALLAT ION ANCHOR 3/16• DIA. TAPCON 01/4• SHIM SPACE MAX.; . J- RIGID V:NFL GLAZING BEAD GLA$$ (TTP.) cSEE NOTES) L SHIM AS REO'D. I -- SEE NOTES) CAULK BETWEEN B.H. WINDOW FLANGE BUCK) L WOOD BUCK v FLANGE TTPE HEIGHT) WINDOW FRAME HEADER PERIMETER RIGID VINYL GLAZING BEAD TYPJ FLANGE TYPE VTNDOV FRAME SILL CAULK BETWEEN G Q WINDOW FLANGE Q L PRECAST SILL ADHESIVEV/VULKEmCAULK116 PREBY OTHERS 'SECTION A -A OR APROVED EOL.* IL W.W. A -- A B C D 4 E 1 B A---J ELEVATION VIEWED FROM EXTERIOR CAULK STUCCO BY OTHERS BY OTHERS V.V. WINDOW WIDTH) CAULK BETWEEN - WOOD BUCK L SECTION B—B MAS'Y. OPENING NOTES. BY OTHERS 1) SHIM AS REC-D. ATEACHINSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4"INTO MASONRY OR CONCRETE. 4) USE SILICONIZEO ACRYLIC CAULK BEHIND W^.NDOW FLANGE AT HEAD @ JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SIIICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF 'WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR, QUANTIFY LISTED WITH NEXT LARGER SIZE. FOP THE APPROPRIATE DESIGN PRESSURE RMO. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS.. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR El IATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH IS SCREWS OF SUFFICIENT LT,,.. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF WLKEM 116 ADHESTVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTUREWS P.ECOuMENDAT:ONS. 1)) ONE ADDITIONAL FIELD DRILLED 8( INSTALLED ANCHOR. IS REO'D. IN EACH JAMB ON THE FOLLOWING SIZES: -025" (73l 62). "D26" 73 X: 71). "56M60M" (65 X 71). k "501,16014" (71 .X71). PLACE ANCHOR BETWEEN ANCHORS "C AND I' AND BETWEEN ANCHORS 'H AND J OVEP 55 PSF ONLY. ' 12) WHERE WINDOW IS INSTAU_ED IN MASONRY OPENING WITH A STRUCTUAL F- TWO BY WOOD BUCK, USE /10 SCREWS OF SUFFICIENT LENGTH TO ACMIE' JE 1-3/8" MIN. EMBEDMENT AT AFL INSTALLATION FASTENER f LOCATIONS. ON SIZES NOTED IN NOTE d1( ADD A i:0 SCREW ANCHOR TO EACH JAMB FOP. NOTED DESIGN PRESSURES. B GUi'i'1TsA;4 J MANUFAC 7jR Ej3 N(k t PREPARED dT. PROBv_1 L APPLICATION El CALL TIP TO LWi,n:-- vs 3Ov5! 1— SOWS JljpsF J67 o.M. 6! v \ SIZt, TIP TO TO TO TO TO TO 1 cn< r r 7^> F a I 7 -- TH2 26 1/2 x 25 C C C G.H G.H I( GIH3 26 t/2 x 38 3/8 C C C G,H G.H CH IH4 28 1/2 x SO 5/a C C C IG M G.H GH.0 IH45 25 1/2 x 56 1/4 C C C G.H GH G.H,I.J IH5 26 1/2 x 63 C C C GH G.HJ.J G.HJ.J TH6 26 1/2 x 72 C I C I C G.M G.H,I,J G.HI.J 22 x I H H H 23 37 x 38 3/e C C C G.H G.H G.H 24 37 % 50 5/8 C C C O.H GH!J GHI.J 2- 5 37 x 56 1/4 C C C GH G.H.I.J G.1,:J 25 37 x 63 C C C G. G.nJ.J CI-IJ 26 x 7? C C C GHIJ G HJ.J E F.GHIJ 53 1/8 % o o.n yH 33 53 1/8 x 3a 3/8 C B.0 e.0 G. G.H G.H,I.J 34 53 1/3 x 50 5/6 C B.0 c O.H G.HJ.J GH.LJ 345 1 53t/e x 56 1/4 C B.0 0 G.H.LJ GH.IJ E.:.;.MJ.J 35 1/8 x 63 C B.0 e.0 O.HIJ G,H,I.J E.F.G.HJ.J 36 3 1/5 x 77 C e,c i B.0 GH.IJ Ei,G.N.LJ EF.G.HIJ 023 74 X 38 3/8 B.0 B,C A.3.C.0 G.H G.HJ.J GHJJ 024 7- X 50 5/8 8.0 B.0 A,=,C,D G.H;I.J GHJJ E FH.LJ 0245 74 x 56 1/4 S.0 S.0 A.e.C.0 G.H.LJ E.F.GH.LJ E.F,v,G, H 1,J Dos 74 x 63 E.0 e.0 A.=,C.O G.H.I.J E.F,G.M,1J E.F.G.IJ• 74 X 72 e.c E.0 I A•=- C,O CH I.J EF.G.MI,J E.F+HI,J• 20M201J 24 % 24 20M3OM 24 X 36 C C C G.H C.N G.H II20M5OM24X60CC1JuMM4X7CCCG.H GG G 30M2GM 36 x 24 H H G.4 30M3oM 36 X 36 C C C G.H G,H C.H 30M40M 36 X 48 C C C G.H GH•I,J GHI,J OM46M 36 -X 54 C C C G. G,H,I.J G. 30M50M 36 x 60 C C C G.H GHJ.J-. G,H.)J 30u60M 36 x 72 C C C G.H IJ G.HJ.J EF.G.HIJ M M 40M30u 4a X 36 C C i 9,C G,H G,H v.H GH,J 40M40M 48 X 48 C C B.0 G.H C.M,IJ G,.HI,I,J AOM46M 48 x 54 C C B.c IG.H G.MJ.J G,HI.J 40M50M 4a x 60 C C e.0 D.H,I.J G.HJ.J E.F.G.H,tJ 40U60M 43 X 72 C C e.0 G.H.I:J E.F G.H,I•J r F G H 1 J 4 M N O. H H G.H 46u3O 54 X 36 C e.0 S.0 GH G.H G.H,LJ 46M4OM 54 X 4a C B,c B.0 O.M G.HJ. G.HJ.J GI+.LJ 4616146M 46M50M 54 X 54 54 x 60 C Cex B.C. S.0 C C. H,I,J G. HI.J GHJJ E, F,C,H,I,J E, F,G.H,I.J 46M' M 54 x 72 C B C 0 G H I J F G M I r M IJ SOIA20M X . C B.0 a.c GH G,H G.M SOM30M 60 x 36 C B.0 B.0 GH G,M GH.LJ 5OU40M 60 x 48 C B,c e.0 G.H CHJ.J IG.HI.J 50u46M 6C x S4 C B.0 0 C.H.I.J CHJ.J EF,GH.t.J SOM50M 60 % 60 C B.0 e.0 G.HI.J CHJ.J E.F,G.H.I,J SOM60M M M 60 x 72 Ro C L 8. 0 0 G.HI•J n E. F,G.HI,J E.F•GHI.J HA, B.C.: G. G,M 561030M66x36e._ B.0 56M40M 66 X 48 2 c e.0 A.=.C.O G.H G.HJ.J GH!.J 56u46M 66 X 54 e.0 'B.c A,=,C.c cH.I.J G,H,LJ E,F.GHI.J 551, 150M 66. x 60 `c.0 B A.B.C:O C.NLJ E.F.G,H.IJ E.F.GH.I.J 56Mfi0u 66 X 72 e.0 6,c A.=,CAC G.H.I,J E.F.GH.I.J E.F.GHLJ• CM_ OM G 0._ 4,n ,M 6OU30M 72 X 36 e.c e.c A'.C.: GH G.' G HI,J 6OM40M 72 X AS =.0 B c A.?.C. GH GH.I.I GI(I.J COM46V 72 X 54 e c B - A.B.C.- G. H.I.J GHI•J E.F,G,H,I,J 60L15'DM 72 x 60 e c B r A.=,C,3 G.H ,LJ I E.F,G.H.I.J E.F.,,H.LJ 6 M oM 72 x 72 ° C B.0 A.e.C.D OH.I.J I -E i.GHLJ E F G.H 1 J• mADDITIONAL Arl'-: ipRS RE-I'D. SZE NOTE 11 FLORIDA EXTRli DERS ISANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING, FLAIN0 WINDOW — SEPTES 1000 DRAWN BY: BB I APPP.OVED BY: DATE:10/ 23/01 SCALE: NITS DWG.: FLEXOO?0 i;MO. INC. 250 IMTERMA'4NAL PXVY... S'J; 1C 250. MCAT—;]V. FL :JA 32746 ?HOME 4:7 605.0365 FA4 4.' d05-O3na III r 911 ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - L WOOD BUCK CONCRETE OR rMASONRY OPENING By OTHERS D A CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT INSTALLATIDN ANCHOR 3/!6' DIA. TAPCON STUCCO I SHIM AS REO'D. BY OTHERS 1/4' MAX PERIMETER ( SEE NOTES) CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER RIGID VINYL GLAZING BEAD L (TYP.) GLASS OV h l- (TYP.) (SEE NOTES) B.W. BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS SHIM AS REO'D. 1/4' MAX. RIGID VINYL (SCE NOTES) GLAZING .BEAD T YP.) _L GLASS TYP.)(SEE NOTES) I-1/4• MIK EMBEDMENT I D STUCIca Br THERS 4 FLANGE TAPE WINDOW FRAME JAMB CAULK BETWEEN v WINDOW FLANGE PERIMETER L WOOD BUCK CAULK BY OTHERS v.V. WINDOW WIDTH) I B.H. BUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SELL W/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. EDL. SECTION B-B FLANGE TYPE PERIMETER / WINDOW FRAME CAULK SILL BY OTHERS AULK BETWEEN WOOD BUCK L 4AS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPE NING BY OTHERS W.W. A; PRECAST Byi OOHERSSECTION A—Aa A NOTESA " I C q t) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX, ALLOWABLE WIE SHIM STACK TO7 /4 _. D 2) WINDOW FRAME MATERIAL: L: ALUMINUM ALLOY6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4• INTO MASONRY OR CONCRETE. M 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J K B Qr JAMBS. SILL MUST 8E ATTACHED TO THE SUBSTRATE WITH 0 % J VULKEM 1.16 ADHESIVE CAULK OR APPROVED EOUµ. [ i 5) USE SILICON ZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND . H.. F Y^ 44 EXTERIOR OF WINDOW FLANGE. V 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 4(r+ ror 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF AST) GLASS CHARTS. E1300 • 1! '`/ ISLETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H O i TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30-sr TO 40Psr 41.sr TO 7OPSF 30Psr TO 40vsr 4'..sr TO 70•SY SIZE SIZE 126 +/E X 25 8 B F,G F.G 13 1a 1/ 5 x,37 3/6 8 8 F.G F.G 14 to 1/ 5 x 49 5/8 8 8 F,G F,C 145 1a 1/ 6 X $S 1/4 8 8 F,G F.G 15 16 t/ e X 42 B 8, F,(',' F,G 16 16 1/ 6 x 71 B B F.G F.G.IJ 17 12 I a X 33 P F.G F.G.JK IH2 25 1/ 2 X 25 B 8 G F,G F,G iHS 25 1/2 X 37 3/6 8 8 F,G P. C.HJ 1H4 25 1/ 2 x 49 5/8 55 1/4 B g B gF.GF,G•HJ IH45 25 1/ 2 X 25 1/2 X 62 8 8 F.G F.G.H,.. IH5 IM6 25 1/2 x 71 8 B F,C F,G.H.; 1H7 25 1/ 2 X 83. B 8 F.C•J.K L,CJ.K 50 1/2 . 26 39 1/2 X 25 8 B 0 FG JO 1/2 . M 3/9 29 1/2 X 37 3/a B B F.G F,G,HJ JO 1/2 . SO s/a 29 1/2 X 49 5/8 B 8 F,G F,G,M.J 30 1/2 . 56 t/4 29 1/2 X 55 1/4 IS F.G F. G.H. 30 1/2 . 63 29 1/2 x 62 X 71, BB6 8F,G.H,I F.0 mj 30 1/2 . 7i 0'1 2. a.. 29 1/2 29 t 2 X 6J 8 B F.G.JK f,G.J.K 36 X 25 a B B F.G F.G 23 36 x 37.3/3 8 8 F. G F.G.HJ 24 36 x . 9 5/6 B B F, G F,G,H•I 245 25 36 X55 1/4 6 X 62 8 B F.GJ1,I F•G.HJ 26 36 X 71 B 6 F,C.M,t D.E.F,G `. 7 - 36 X e3 g B F,G,J.K F,O.H,I,J.K 4 x 41 X 25 8 B F, G F,G HJ 42 , 3a 3/ a 41 x 37 3/8 8 B F. G F.c.HJ 42 . 56 4t' X a9 5/e B B F. G.H,I F,G,HJ 1/a 42 . 56 1/ 4 4t X SS 1/4 1 X 62 B 8 F,G,)t,l O.E.F.GYJ 42 , 63 42 . 72 4+ x 71 g 8 F,G,H,I D,E,F,G.r.J l • g4 41 X 83 B f G,J.K F,G,HJ,J,K 48 . 26 47 X 25 B 8 A,CAC F.GF.G NJ 4e . 36 3/ 3 47 x 37 3/8 B A,C F.G F,G.MI 48.. 50 5/ 5 47 x 49 5/3 47 SS 1/ 4 8 A.0 F,G,H,1 F,C,r.J 46 . 56 1/ 4 46 63 X 47 x 62B A.0 F,G.H,I O.E.F,G.0,1 x 48 72 47x 71 g A.0 F,G,HJ G47 X 83 F32521/ 5 X 25 6 A,C F,G33 F.0 521/8x373/8 8 A,C F,G.M, I345 521/8 XA,C 52 1/1 x 35 1/s g A,C F.C.H. 7GJ.K.J 11I.KK 35 52 t/6 X62A.0 F.G.K. F.GH. 36 37 52 1/8 x 71 52 1/8 X 63 B B A,CAC F,G.J.K K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. C H _ INTERNATIONAL, INC 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON 4^ FLORIDA - EXTRUDERS SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTH. /( TO PROVIDE MIN. 5/8' IN. EMBEDMENT INTO WOOD SUCK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRIM ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES SINGLE RUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE #10 SCREWS OF VIEWED FROM EXTERIOR SUFFICIENT LENGTH TOACHIEVE1-3/8• MIN, EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. p ' TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 L 2000 DRAWN BY: BB APPROVED BY: DATE:10/09/ O1 IscALE:NTS DWG.: FLEX0016 PFEPAR£D B": PROOVCT & APPLIW, N ENGwZERmG. INC.. 250 WTERNATIONAL PKY.. $OTC 250. HEATHROW. FLORIDA 32746 PMONE 407 aO5-0365 FAX 107 BZ5-0366 CAULK BETWEEN SHEATHING VINDOW FIN LBY OTHERS SHEATHING \ INSTALLATION ANCHOR \ 08 WOOD SCREW i STUCCO BY OTHERS ' VINDOV HEIGHTPERIMETER CAULK BY OTHERS GLAZING ( TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS 1' MIN. EMBEDMENT TWO BY WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) J SHIM SPACE FIN TYPE WINDOW FRAME HEADER. GLAZING ( TYP.) SEE NOTES) FIN TYPE LLWINDOW FRAME SIMARBLE SILL STOOL BYOTHERSI . WINDOW WIDTH 1/4' MAX. SHIM SPACE SHIM AS REO'D. TVO BY WOOD SEE NOTES) - STUD BY OTHERS CENT FLO CjUpER NAME • EMBEDMENT MIN. 3jE' DM.NT GLAZING ( i TF.) TFULE # ( SEE NOTES)' I . RAIS1 E _ SHEATHING BY OTHERS' CAULK BETWEEN. FIN TYPE - WINDOW FIN WINDOW FRAME SHEATHING WINDOW JAMB PERIMETER INSTALLATION ANCHORV.DTH CU08WOOD SCREWALA BY OTHERS " STUCCO BY OTHERS SECTION B= B 24' O.C. MAX. ( TYP.) EDUALLY SPACE ' WINDOW ANCHORS (TYP.) _ HEIGMT. NOTES 1) SHIM LL REO- DWABLE AT EACH INSTALLATION TALL E 1/4NCHGR. MAX. ALLOWABLE SHIM STACKTO, 6E 1/47. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063:LA -- 3) INSTALLATION ANCHORMUSTBE. OF SUFFICIENT LTH.' TF TO ACHIEVE MIN. EMBEDMENT_OF IT INTO WOOO BUCK. A L6' I MAX J A) USE $ILICONIjED ACRYLIC CAULK .6EHINO WINDOW FIN TYP.) AT HEAD. SILL h-JAM?S. ' S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL MAX. (TYP.) AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED 1N ANCHOR.. CHART, USE ANCHOR QUANTITY LISTED WITH -NEXT LARGER SIZE. ELEVATION 7) GLASS THICKNESS MAY VARY PER.THE REOUIREMENT$ OF ASTM E1300 GLASS CHARTS. vIEwED FROM EXTERIOR 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO A= PLIES TO THE FLORIDA ETRJOERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. INSTALLATION ANCHOR TWO BY WOOD 08 WOOD SCREW BY OTHERS STUCCO BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING t SHEATHINGBY OTHERS 1' MI N. EMBEDMENT - SECTION A -A ,/, UAlt: 1C/ 1.)/U1 iJLALt: N. I. IUWU..r LLAUUCO — ) ur cI 1,~ A07 Am-0365 'rAX 467 305-0366 MTD CRNEETEOPEN" NOMAS BY OTHERS ONE BY WOOD BUCK By OTHERS CAULK BET VEEN WINDOW FLANGE E VOCD BUCK D STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS ( TYP.) SEE NOTES) Wx VINDOVHEIGHT) PERIMETER CAULK BY OTHERS a M INSTALLATION ANCHOR 3/ 16- DIA. TAPCON CAULK BETWEEN WGOD BUCK L nAS• r. OPENING BY OTHERS Q GLASS ( TYP.) 1- 1/4" MIN. (SEE NOTES) 4 EM.3EDMENT CE j v S SHIN AS REO'D. 1/ 4• MAX. SEE NOTES) FLANGE TYPE . WINDOW FRAME W. W. RIDGED VINYL- GLAZING BEAD B/. BUCK HEIGHT) , RIDGED VINYL GLAZING BEAD - I W.H. FLANGE TYPE WINDOW FRAME A --- a- ELEVATION VIEWED FROM EXTERIOR v CA( AK BETVEEN VINDOV FLANGE L PRECAST SILL W/ VULKEM 116 PRECAST SILL- ADHESIVE CAULK BY OTHERS 1 0? APpv*D: EOL: SECTION A -A.., _ .. B. V. BUCK WIDTH) SHIM AS REO'D. 1/ 4• MAX.-----_____ SEE NOTES) RIDGED VINYL GLAZING BEAD CONCRETE OR j CMYC D EMt MASONRY OPENING BY OTHERS D INSTALLATION ANCHOR 3/ 16' DIA. .TAPCON .. v 0 ONE BY Weep BUCK BY DINERS - v FLANGE TYPE p - WINDOW FRAME CAULK BETVEEN WINDOW FLANGE PERIMETER L WOOD BUCK CAULK BY OTHERS CAULK BETWEEN WOOD BUCK 6 V. V. MAS' Y. OPENING WINDOW WIDTH) I BY OTHERS STUCCO BY OTHERS SECTION B-B NONE 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM $TACK TO BE 1/4. 2) WINDOW, FRAME MATERIAL_ ALUMINUM ALLOY 6063. 3) 3/16 DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. 4) USE ATTACHED S10CTNEZ SUBSTRATE WITHTIE LVUBKEM EHIND MUST8EAD EEH SNE CAULK ORAPPROVEDEQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACTWINDOWSIZEISNOTLISTEDINANCHORCHART, USE ANCHOR OVANTITY USTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) CLASS THICKNESSMAYVARYPERTHEREQUIREMENTSOFASTME1300GLASS. CHARTS. 2a. QC. MA%. ( TYP.) 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C., j8 SCREWS:OF SUFFICIENT I LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED: 1 B) FLORIDA EXTRUDERS IQOC SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE 6- MAX. (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS.'- 1) SEE BACK of THIS SET. FOR ADHESIVE ANCHOR REQUIREMENTS. 11) APPLICATION OF VULKEM 1ADHE 'le SNE CAULK ATFRAME SILL MUST COMPLY WITH SEALANT FACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED 1N MASONRY OPENING WITH AEMBEDM NTWO BY WOOD BUCK MANU SrRUTUAL USE /10SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8 M N T. 13) WINDOW UNITS CAN BE MULLED TO OTHER UTUTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SEEETS FOR REOUIREMENTS. INTERNATIONAL FLORIDA EXTRUDER ; INN SSANFORD.. FLORIDA TITLE: iNSTALLATION D=TAIL W/'.ONE BY BUCK FIXED..FLANGE WINDOW - SERIES 1000 & 2000 I F+ DRAW'? BY: P3 APPROVED BY: 2 1 2002 DATE: 10/22/0l ISCALE:NTS DWG.:FLExO0I8 SHEET 1 d 2 PHONE W7 BOS-OJ65 , tAX 407.3C5 -:3f8 PREPARED Br:IPROOVCT TECHNOLOGY CORP., 250 INTERNATIOrAL PKWY. SUITE 250. nSATHROW. FLORIOA 32746 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN i SHEATHING INSTALLATION ANCHOR *B SCREW EXTERIOR FINISH BY OTHERS — PERIMETER / CAULK By OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR —` a8 WOOD SCREW EXTERIOR FINISH BY OTHERS ^ I GLAZINI SEE NOTE 6 I• MIN. IBEDMENI WINDOW WIDTH rWOOD FRAMING / BY OTHERS CENTS FL®'A B.®•A-F• SHIN AS REO'D. VIL fL , i -.ry j j, pT IA Fi'( SET NOTE$) Cti4.A a"""—_ 1\i3L / L ( 0' SHIM SPAC: j 6+T1C l,'47 Y 1L. GLAZING SEE NOTE 6) CAULK BETWEEN J WINDOW FIN I•MIN. EMBEDMENTiSHEATHING SHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE WINDOW FRAME SHIM AS REO'D. 1/4' MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS VI HE EXTERIOR FIN TYPE WINDOW FRAME WINDOW WIDTH — A IDOv GHT B I' A-!J ELEVATION VIEWED FROM EXTERIOR MAX. SHIMSHIM SPACE 8 r l:. WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ACHOP a2 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B EXTERIOR FINISH PERIMETER BY OTHERS CAULK BY OTHERS NOTES i) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR ' WITH LOAD BEARING $HIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4_. 2). WINCOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I INTO WOOD FRAME. 4) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND, EXTERIOR OF WINDOW FRAME. 5) USE -SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS' ALSO OUALIFIED. 7) FLOR!OA EXTRUDERS 2000 SERtES FIXED PICTURE WINDOW IS SHOWN: THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. _ B 8) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITS ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63' X 95' OR 119' X 37-3/2' MAX. 9) WINDOW UNIT CAN BE .MULLED TO OTHER UNITS USING ALUMINUM TURF MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECIREMENTS. TITLE: INS T ALLAT ION DE FIX=D.FIN WINDOI DRAWN BY: BB l DATE: I / 13/C2 I SCALE: N. 8Y: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, SOTS 250, LAKE MARY. FLORIOA PHONE 407 805-0365 FAX 4C7 605-0366 0 CAULK BETWEEN WINDOW FLANGE L VOOD BUCK CCNCRETI QR MA;ONRY OPENING BT OTHERS r XT IR.OR FINISH it OTHERS PERIMETER CAULK BT OTHERS WINDOW FRAME - MEAD WINDOWHEIGHT EXTERIOR WINDOW FRAME - SILL PERIMETER CALK BY OTHERS XTEP,IOR FINISH- iY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CAULK BETWEEN - WOOD BUCK L NASON:Y Ell NING BY OTHERS am CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY VGCD NOTES. BUCK BY OTHERS 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. INSTALLATION ANCHOR 3) 3/16- DIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 3/16'-DIA. TAPCON AC.MEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6 FROM CORNERS k 24' 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHCRS SHOULD BE FILLED WITH IS SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/2 IN. EMEEDMENT INTO WOOD d BUCK. 4) W"(a„r WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY 1-1/4- MIN. EMBEDMENT BUCK, USE /10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. Q EMEEDMENT AT SAME SPACING STATED IN NOTE 3. 1 5) USE SILICONIEEQ ACRYLIC CAJLK BEHIND WINDOW FLANGE A7 HEAD. SILL JAMBS. F- 1/4' MAX. 6) USE SaICON¢ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF SHIM SPACE DOW FLANGE. 7) GVSS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OLIALIFIED. 6) Bi DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT S'RENGTm TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THESTRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 20M SERIES. SHIM AS Fill 10)'ELEVA74IONS SHOW COMMON CONFIGURATIONS. 1T IS NOT INTENDED TO LIMIT USE OF SHIM NOTES) THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS Tt-1 CAN 6E MANUFACTURED FROM THE 1000. 1750, k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE. MULUON INSTALLATION SHEETS FOR REOUIREMENTS. A GL42ING ( T TP. SEE. NOTES) 4 CONCR= TE. OR \ M4$ QNRT BY OTHERS SP' CTION A -A WINDOW WIDTH INSTALLATION. ANCHOR 3/16' D'. A. TAPCON SHIM AS REO'D. SEE NOTES) K" / WINDOW HEIGHTB B T A L 1/4- MAX. EXTERIOP ELEVATiON SHIM SPACE - SHIM AS RE 0'D SEE NOTES) WINDOW FRAMC JAMS GLAZING ( TYP. SEE NOTES) 1/ 4' MAX. - SHIM SPACE Q PERIMETER CAULK - By OTHERS EXTEERIGR FINISH J BY OTHERS WINDOW WIDTH 1- 1/4, MIN. EMBEDMENT } ONE BY V^_OD BUCK BY OTHERS IN$ TALLATI`.N ANCHOR 3/ 16' DiA. TAPCON CAULK BETWEEN VOCD BUCK L N%. S'T OPINING Be CTHERS C CAULK BETWEEN V IN30W FLANGI L vCOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS ECTiCN 5-B WINDOW WIDTH A A EXTERIOR ELEVATION 1 MEIGM B B FLORIDA EXTRli DER-S SA RVATiNFORD, LO INC 1/ 4- MIN. '{J FFLORIDA aEMBEDMENTONEBY WOOD1 \ TITLE:FLANGE INSTALLATION DETAIL CONCRETE HEADER V/I BY BACK BUCK BY OTHERS DESIGNER FIXED WINDOW 1000, 1750. a 2000 SERIES DRAWN BY: BB APPROVED BY: UB- [DATE. 02/12/02 SCALE: NTS DWG.: FLEX0035 rKr()'r. u(t i(CnppEr CJr•. tN PIi i LT( tM m- —K Y CH1M! r.i rT 4:5H'J4 INSTAL!, -.ION ANC=fGR ONE By BUCK 4:0 SCREW i BY CIHERS BUILD DOWN CAULK BETWEEN VINL-W FLANGE t $HEATHjNG(AL BY OTHERS N c. zr'Mt0SILL) EAGY. INSTALLATION ANCHOR WITH LOAD BARING SHIM. MA%. AS PEO'0. AT ALLOWABLE SHIM STACK TO BE 1/4. ALLOWABLE P YWOOD (7 Y'EJ 2) WINDOW FRAME MAi ERLtL' ALUMINUM ALLOY 6065. BY OTHERS t MIN. MT BE OF SUFFICIENT LTH. TO AC:+I FSr_! 3) TAPCON INS ALLATION ANCHCR$ AT S I rI,I I EuSEO9ADMAN7 MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE, 170 INSTALLATION SCREW$ AT HEAD h JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6" MIN. EMBEDMENT INTO WOOD FRAMING AND BUTLC DOWN WHERE REQUIRED. EXTERIOR FINISH— t INSTALLATION ANCHC.tS k SCREWS TO BE PLACED 6 IN. FROM CORNERS S 24 IN. BY OTHERS' O.C. MAX. A) USE SILICONIV) V) ACR ,K CAULK BEHIND WINDOW FLANGE AT HEAD. SILL do JAMBS. 5) USI SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINOOW FLANGE. f1/ 4' MAX. SHIM SPACE 6) G'SS THICKNESS MAY VARY PER THE R£OUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIEO. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY I JtJ 11 OTHERS. SUP O DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINNOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES B 2000 SERIES. PER: KE7ER CAULK, o 5) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BYGTHERS - THuS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL SHIM AS REO'D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE, 1000. 1750• h 2000 SHIM NOTES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTIMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW FRAME MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. HEAD mot- J/6' t MIN. EMBEDMENT " A BUCK WIDTH 1/4' MAX, SHIM SPACE I CAULx BETvCMN 7vC BY BUCK TWO BY FRAMING t.CDNCRETE BY OTHERS BY GTHERS SHIM AS PIC'D SEE NOTES)11: 0 INSTALLATION ANCHOR SCREJ . a W' INDOV FRANC CAULK BETWEEN JAMB WINDOW FLANGE t W^= BUCK GLAZING S) SEENOTES) a a 111J CONCRETE OR nASOrdiY PERIMETER CAULK BY GTHERS BY OTHERS WINDOW WIDTH EXTEBI6P. FINISH SECTION B-B BY DTH•_RS II WIND. W WIDTH WINDOW BUCK HEIGHT HEIGHT . ExTE? iOR A A GLAZING tTTP. " I SEE NOTES) V iNyDV FRA!!E SILL WINDOW / WINDOW FEi1N£ TER CAyT_K- SHIM AS REO'D I 1 HEK HT / 1 HE GHT BY OTHERS (SEE NOTES)/ B B B B Ex' ER:CR — F..% ISH I - BY CTNERS \ , I A A. SHIM v E EXTERIOR ELE='ION _ EXTEFIC E E'_EyATIOty CAULK TO / e WINDOWFLANGESU t,DNKEsr WOO 0 C CAULK BMTVEEN WOOD B.CK t MASONA' OPENING BY OTHERS CONCRETE OR S!= ('TION A -A MAHONRFH - BY OTHERS L1- 1/4- Mm'lA1:A111jt: L i'1J©RMA B.0—IL Y. ' EMBEDMEN* aY ONE Br WOOD n ANUAGrMR NAME: ' L BUCK' 3r OTHERS MAA T 1tR j I EY 'yB F,n INS TA!! AT1DN ANCiiu.. M# 3/ 16' DIA. TAPCON c . c.. wwcr rco.o.x' • ay o-rca..: ..c Avo. ua Nx <•r-mv. nn.:A• aY•c .•a•c q w:-•x: r.. < .^..b SHE+THING —\ Br C:HERS I19 INST ALLAT EGN' ANCHOR SCREV (T EXTERIOR FINISH BY OTHERS PERIMETER CAULK - BY OTHERS FIN.FRAME HEADER EXTERIOR. PERIMETER CAJLK BY OTHERS EXTERIOR FINISH BY OTHERS aB INSTALLATION J ANCHOR SCREV (TYPJ SHEATHING BY OTHERS 1' 4N. CAULK BEHIND FIN TVO BY BUILD DOVN BY OTHERS SHIM AS REO'D. SEE NOTES) 1/1• MAL 1M SPACE GLAZING (TYP. SEE NOTES) FIN FRAME SILL SHIM AS REO'D.- SEE NOTES) / NOTES 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINOOw FRAME MATERIAL: ALUMINUM ALLOY 6063. 1) USE S;LICONIZED ACRYLIC CAULK, BEHIND WINDOW F.N AT HEAD. SILL k JAMBS. t) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SAL AROUND EXTERIOR OF WINDOW FRAME. 5) CLASS THICKNESS MAY VARY PER THE REO•JIREMENTS OF ASTM E QO0 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIEO. 6) SCREW ANCHORS AT HEAD SILL k JAMBS SHOULD BE IS SCREWS OF SUFFICIENT Lin. TO PROVIDE MIN. .I IN. MIN.. EMBEDMENT INTO WOOD FRAME. PLACE /B SCREW ANCHORS.6" FROM CORNERS AND QA' O.C. MAX.. 7) BUILDOTHERS. N AROUND CURVED O BUILD DOWN MUST BE 0 LSUFFICIENTSTRENOFWINDOW NGTH BY H TO ADEOUATEE TO BE RED. TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k, 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, k 2000, SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. A WINDOW WIDTH W., N SPACE A EXTERIOR ELEVATION 1 TVD BY FRAMING BY OTHERS 24 CAULK BEHIND FINr HIMa.j1 TT , ApATTT f, R DIENT A -a j1.J l[YAI•' SECTION A -A Fay- 0 WINDOW HEIGHTB B noz v SHIM AS REO'D.— SEE NOTES) FIN FRAME JAMB GLAZING tTYP. SEE NOTES) X2INSTALLATION SK:H YZACC ANC NOR SCREV (T YF:) TVD Br FRAMING BY OTHERS CAULK BEHIND FIN L— I' KIK E118CDCKi SHEATNING . by CTNERS EXTERIOR EXTERIOR FINISH BY OTHERS VIMDCv VIDTH—•; PER(NE TER CAULK ST OTHERS SECTION B- B w iT EXTERIORELEVATION FLORIDA EXTRUDERS INTERNa INC SANFORD, FL . ORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/ 14/02 SCALE:NTS DWG.: FLEX0037 nKr..ci rn rAaac+ rtwnx. car r>, A.ttA.+TXMI A.ve. AI+( sue. H:.1•AI.M. nano n>.c rMM: rr M-Oas r. Yn•caw CONCRETE OR SHIM AS RE'C'D MASONRY OPENING ;SEE NOTES) BY OTHERS C:•:1LK BETWEEN DOOR, FLANGE L WOOD BUCK CAULK BETWEEN PERIMETER MOOD BUCK L CAULK BY MAS'Y. OPENING OTHERS BY OTHERS STUCCO Br• OTHERS C 3i IINSTALLATION ANCHOR IS SCREW (TYP. vHERE — TAPCONS ARE NOT REO'D-) SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHOR TrBUEKBYlW0THERS 3/16' DIA. TAPCON INSTALLATION ANCHOR ea SCREW (TYP. VMERE —\ ONOOD TAPCONS ARE NOT REC'D.) 1 1/4• MIN. EMBEDMENT _ SLIDING GLASS DOOR FRAME C I 1 1/6' MAX. ,JAMB I> . r SHIM. SPACE SLIDING GLASS DOOR FRAME HEAD GJ Lj TEMPERED GLASS ( TYP.) DOOR HEIGHT 1 D D . EMBEDMENT A G 1-1/4 MIN. TEMPERED GLASS TYP. PERIMETER CAULK BY OTHERS S. G.D. WIDTH 1/ 1' MAX. SHIM SPACE CONCRETE OR I11/4- MIN./ MASONRY OPENING EMBEDMENT BY OTHERS ONE BY WOOD INSTALLATION CAULK BETWEEN ANCHORBUCK BY OTHERS 3/16' DIA. TA WOOD BUCK L 7MAS' Y. ,OPENING - BY OTHERS 1 d CAULK. BETWEEN illCAULKBETWEENSLIDINGCLASSDOCKHOOKSTRIPLWOOD BUCK L HOOK STRIP \ G WOOD BUCK MAS' Y OPENING III' BY OTHERS SHIM AS REO'D. I ( SEE NOTES) ! 1/4' MIN. EMBEDMENT Q I 1 G Q INSTALLATION. ANCHOR jk ... 3/ T6' DIa TAPCON CAULK BETWEEN 1. 7 DOOR FLANGE c WOOD BUC, ONE BY VOOD aBUCKBYOTHERS1 fCONCRETE OR MASONRY OPENING STUCCO BY OTHERS BY OTHERS U CO BRQA` FRTEMPERED GLASS 7.... ( TYP.) ION bNA ACT1iJR,ERt9M: SLIDING GLASS DOOR rINTERLOCK MASTER FILE# HOOK STRIP DETAIL t : A I I) DOOR MATERIAL, ALUMINUM ALLOT 6063. 2) 7APCON TTPE INSTALLATiOM ANCHORS MUST BE Or SUFFICIENT LENGTH TO ACHIEVE MIN. CMVDMENT Or 1-1/4' INTO MASONRY OR CONCRETE- 3)' ALTERNATE TAPCON INSTALLATION ANCDRS FRONT TO BACK IN ALL FRANC "MEMBERS. 4) TAPCOM ANCHOR.CMART ON BACK OF THIS SHEET. 5) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE ATHEt JAMBS.- . 6) USE EXACT ACRIS CAULK EDjt PERIMETER HART AROUND USE ANCHOROUEXTERIOROF. DISYT ... .._ _. 7) IFEzACTDOORSIZE (S NOT LISTED 1N ANCHOR [HART, USE ANCHOR OIYwTITi USTEp vaM MCxT LARGER SIZE. DOOR SIZE APPROPRIATE CLOSC "DESIGNPRESSURE REDID. 8) FORPOCKETDOORSIZESUSECLOSESTB+PASS DOOR SIZE 1 CONFIGURATION TO FINISHED OPENING: LASS THICKNESS 1M FRONT OR MODAL UIRZ N SHOWN. GLASS TMCKNEPPIEDWARTPERREOUIRE)TEDF OR ASTM...E1300 GLASS CHARTS. 1)BE10) ALLFACTORYAPPLIEDMOLESNOTDEStuN••ED. FOR TAPCON ANCHOR S)MOtX.D BE FILLED VITN 08-SCREVS" B B OF SUFFICIENT LENGTH TO PROVIDE MIN 5/0' EMBEDMENT INTO WOOD BUCK. 1:) DOUNIT IS APPROVED USING TEMPCRED GLASS 1M SING OR LE GLAZEDORINSULATING GLASS. 12> JAMB Y StL CORNERS ARE TO BE SEALED v:TH A SMALL.JOINT SEAM SEALER. 13) SHIM AS REO'D. AT -EA. SET' Or INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STAcK Tp. BE 1/4'. 14) ALL INSTALLATION ANCHORS MUST BE MAIL OF CCRROSIOM RESISTANT MATERIALS. . 15) VNERE '%• REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED A CONFIGURATIONS ARE AS LISTED ON ANCHCA CHART ON BACK, OF THIS SHEET. ' 16> NOT ALL COWIGRATOYMS LISTED ABOVE ARE S-0— ON THIS DRA'JING. NOVEVER INSTALLATION - EXTERIOR ELEVA':ON SECTIONS 'A -A•, "B-D', t HOCK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED.. .' 2'PANEL DOOR SM17) INSTALL A3WN C7IONS - STALL TI TONSINOREACHPAIRFACTORYAPPLIEDINSTALLATIONMOLESUNLESSNOTEDOTHERVISEONANCHORCHART. SEE BACK OF THIS SHEET. - S IDINC GLASS DOOR IS SMOv THIS PR'NT ALSO APPLIES TO 1p) FLORIDA EXTRUDERS IWOSERIESL2000SERIESAND500' SERIES.. .. ... LIBERALLY APPLY \ `• F L Li 1 \' 1 -LJ " 1N 1. 1NL. SANFORD FL. CAULKING UNDER SILL iN$ TALLATICN ANCHOR OR SET SILL INBEDTITLE: SLIDING GLASS DOOR OF CONCRETE 3/16' CIA.TAPCON INSTALLATION WITH TAPCONS SO" CTION A -A DPAWN BY:3B APPROVED BY: Y^ .'.? w , DATE:10/ 25/01 SCALE: NT$ IDWG FLEX0021 if .. AxAAarn Br oR DUCT t APPLIUTIDM CKr.N[ERING, INC.. Z30 INTERMAT1puL aK U`.. SUITE :30. )E•TMRDU. ILOR:J. 72TN6., MOT-BCS-OXS IAa MOT-8:3.0766 DOOR vIDTH a-i/a• MAX. SHry SPACE SHIM AS RE'0'D INSTALLATION ANCHOR ' BY H VOOD X8 SCREv - I-I/g MIN. BY OTHERS SHEATHING (SEE NOTES) EMBEDMENT BY OTHERS FCAULK BETVEEN DOOR FLANGESHEATHING By H WOOD SLIDING GLASS s SHEATHING BY OTHERS POOR FRAME JAMB n 1 SHIM SPACEMICE Ls l- 1-1/6- MIN. J EMBEDMENT TEMPERED GLASS STUCCO TYP.) OR SIDING fir OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER J CAULK BY OTHERS TEMPERED GLASS (TYP.) t AS s+.a DOOR lux- 2 t HEIGHT SECTION B-B 7 o IDA VVEA5 _ e,.: i ' ., u'- Jam. --•- SLIDING. GLASS, DOOR FRAME }} SILL INSTALLATION ANCHOR 49N B8 SCREV TWO BY 111101 -r BY. OTHERS CAULK BETWEEN HOOK STRIP t SHEATHING SLIDING GLASS DOOR ; HOOK STRIP SHIM AS REO'D. - SEE NOTES) INSTALLATION ANCHOR.8' MIN.. -' B8 SCREv EMBEDMENT - CAULK BETWEEN DOOR FLANGE .. . L SHEATHING SHEATHING BY OTHERS SHEATHING ' BY OTHERS TEMPERED GLASS STUCCO . CTYP.) -STUCCO OR SIDING OR SIDING _ BY :OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK .. - HOOK STRIP. DETAIL__ NOTEP DOI9R MATERIAL. ALVM ICH. ALLOT W63 .. .. .. .. 2) B9 INSTALLATION SCREWS MIST BE Or SUFFICIENT LENGTH TO ACHICVC MIN EMBEDMENT or I-I/8'. INTO WOOD. .TAPCUN_TTPE. INSTALLAT121 ANCHORS AT. SILL MUST BE OF SUFFICIENT LCNGTH TO ACHIEVE MIN. EMBEDMENT OF I-1/4• INTO wSWY OR CORETE - -- - 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET.- -- NC = u USE SILIDOOR FLANGE ACRYLICCAULKBEHINDDOFLANGEATHEAD t JANSS" - 3) USE SILC@AZED ACRYLIC CAULK FOR PERIMETER SEAL AROU ND.EXTERIOR OF DOOR. 6) IFEXACTDOORSIZE1SNOTLISTEDINANCHOR _CHART, USE ANCHOR QUANTITY LISTED WITH HOT _- LARGER SIZE. FOR INC APPROPRIATE DESIGN PRCSTIAiC RCO'0. J ---- 7). FORPOCKETDOWSTZCSUSE. CLOSEST BYPASS DIX3R-SIZE a COriIGURATIOn TO FIMS)ED lPENI!A: PLACE INSTALLATION ANCHORS. IN FRONT OF TCOI STRIP'AS SHOWN. D) GLASS THICKNESS MAT WART PER REOUIRFHENTS OF •STM E1300 GLASS CHARTS 9) .DOOR UNIT IS APPROVED USING TCMPERED.GLASS IN SINGLE GLAZED OR SCALER ATIMG (,LA$$. IO>JAMB /SILL CORNERS ARE TO BE SEALED WITH A SMALL JOIMT SCAM SEALER - i1) SHIN AS RED"D. AT CA SET OF INSTALLATION ANCHORS. MAx. ALLOWABLE -SHIM STACK. TD M I/X•. 12) ALL INSTALLATION ANCMCRS MUST BE MACE OF C3RROSION RESISTANT MATERIALS 13) WHERE 'X' REPRESENTS M;vING PANEL AND '0' ITAIESENTS FIXED PANEL APPR VCD, CONFIGURATIONS ARE AS LISTED ON. ANCHOR CHART ON BACK OF' THIS SHEET. EXTERIOR ELEVATION '' NOT ALL CDRFIGURA8- L LISTED ABOVE ARE SOWN ON THIS DRAWING;* HDWVCR INSTALLATION EMBEDMENT SECTIONS ' A - A', 'B-B' L HOOK STRIP DETAIL AP^LT TD INSTALLATION Or ALL APPROVED D 1 t a CONFIGURATIONS. A j3llJjjL A 1-I/4' MIN. 2 PANEL'0 R $NOVA 13) FLORIDA CXi, AND 0 S SERIES SLIDING G. - DOOR IS SOWN iM12 PRINT ALSO APPLIES . - - 200o SCaICi. AND Soo SER1Ei..:... _.- .. .. . _...... ... _ LIBERALLY APPLY r CAULKING UNDER SILL - OR SET SILL IN'BED INSTALLATION ANCHOR OF,CONCRETE3/ 16DIAL TAPCON. ., SECTION :,A -A F 12002 DESCRIPTION I DATE INI F L O R I D AT. INC.EXTRUDERS `SANFORD ^F. L. TITLE: SLIDING.' GLASS.: DOOR INSTALLATION' WITH #8' SCREWS- DRAWN' BY 3B APPP.OVED BY: ATE: 12/17/ 01 SCALE: NTS IDWG J: LEX0027 :SH7 1 OF NK 0 1, PRODUCT t APPLICATI[)N CMGEMCCRIr4. IMC- 2.0 IMTER-TIOMAL PRVT- r4:TC 238, OC&TrYOW, FLOR:DA, )27A6, A07•BC5-0365 FAX 147-WS-03K 1000 P.V DESIGNER SILL (TYPJ Ip1 #8 X 3/4 SELF II'TAPPING SMS 1000 P.V,/DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX2X1/8 1X2X3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES t MULLION SEALANT BETVEENI VINDOV FLANGES t MULLION D _\-#8 X3/4 SELF ' 1000 SUi TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) L MULLION. :. 1000 P.V DESIGNER SILL (TYPJ . 8 X 3/4 SELF TAPPING SMS j' 1 X 2 7/16 X 1/8 f ""In / TUBE MULLION SEALANT BETWEEN VINDOV FLANGES' t MULLION N-#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ' SEALANT BETWEENSECTION A -A (3) INDOV t MULLION 1000 P.V DESIGNER .SEALANT BETWEENFLANGES SILL(TYPJ L MULL , MULLION 8 X 3/4 SELF TAPPING SMS 1 X 4.X 1/8 TUBE MULLION 18 X 3/4 SELF 1600 SA TAPPING SMS HEAD (TYPJ SECTION A —A (5) APPLES TO HEAD k SILL WHERE 1" X 4' AUXILIARY PLATE DETAIL C & 2" X 4" TUBE MULLIONS ARE USED 0-M ADDITIONAL ANCHORS. VHEH REDUIRED) SHEATHING O O INSTALLATION ANCHOR #8 V60D SCREW (TYPJ HIJLLION . 0. EXTERNAL MULLION INSTALLATION CLIP kTWO BY WOOD 8 X 3/4SELF - .. TAPPING SMS RUCK BY OTHERS 1000. S.H. .... HEAD ( TYPJ 1000 P.V./DESIGNER SECTION' A —A (2) SILL (TYPJ ._ MULLION APPLIES TO HEAD & SILL WHERE I' X 2" 1000.. P.V./DESIGNER #8 X 3/4 SELF -k I- X 2 7/1B' TUBE MULUONS ARE USED SILL ( TYPJ . TAPPING SMS DETAIL 8 X 3/4 SELF 2 X 4 X 3/8 SwwH" TAPPWG SMS TUBE MULLION 1 X27/16 X TUBE MULLION SEALANT BETWEEN WINDOW FLANGE - t MULLION - 3/ 4 SELF L a e X 1000 S.H. TAPPING SMS HEAD ( TYPJ 8 X 3/4 SELF... TAPPING SMS SECTION A —A (4) l000 S.M. DEL HEAD ( TYP_ 1000 P.V./DESIGNER SILL ( TYPJ SECTION A —A (%) 8 X 3/4 SELF TAPPING SMS I X 4 X 3/8 p A i' O J ri TUBE MULLIZENI 'AL rq aT iS 1 8 X 3/4 SELF 3000 S.H. TAPPING SMS MEAD ( TYPJ SECTION A —A (6) i f 22(C2 " Li 1/8' MIN. EMBEDMENT INSTALLATION ANCHOR tB WOOD SCREV TYPJ NOR¢ CLIP L 11/e MtN . EMBEDMENT-. I FLORIDA EXTRUDERS INTERNATIONAL, "IFFLOLORIDAA TITLE: SER; :.1000/ 1500 FIN SHEET .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 JSCAMNTSDWG.: 1HMFINTR 9 . TYPICAL MULLION TO CONCRiTE Q'JAMB DETAILSEALANTBETWEEN1000P.V./ESIGNER (APPLIES TO JAMB WHERE 1' X 4' Q-w WINDOW FLANGES MULLION 1000 TYP•) h 2' X 4' TUBE MULLIONS 'ARE USED) I N 1000 P.W./DESIGNER SILL (TYPJ y 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SNS TAPPING SMS CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DL4.' 1 X 2 X 1/8 1 X 2 X 3/8 TAPCON SCREV ANCHOR (TYPJ TUBE MULLION TUBE MULLION EXTERNAL MULLION SEALANT BETWEEN ONE BY WOOD INSTALLATION CLIP . ._ VINDOV FLANGES EffrF L FLOIRMA R.®.A.F. RUCK BY OTHERS L MULLION .. MANUACTum NAME: k8 X.3/4 SELF MULLION 8 X 3/4 SELF . MASTER Fffi # 6 1000 S.H. TAPPING SMS 1000 S.M. TAPPING SMS HEAD (TYPJ HEAD (TYPJ .. SEALANT BETWEEN vMOV FLANGES SECTION A —A (1) SECTION A —A (2) L KAAMN tlITAPP SIGNER 1000 P.V./DESIGNER 1000 P:W./DESIGNER SILL (TSILL (TYPJ# 8 X 3/4 SELF #8 X 3/4 SELF 3/4 SELF TAPPING SMS TAPPING SMS1 X 2 7/16 X ING SMS 1 X 2 7/16 X 1/8 2 .X' 4 X 3/8 I .-1 1/4' MIN. TUBE MULLION TUBE MULLIONTUBE MULLION EMBEDMENT SEALANT BETWEENVMGVFLANGESSEALANTBETWEE L MULLION VINDOV FLANGE L MULLION . DETAIL R -" A .._ 8 X 3/4 SELF \-#8 X 3/4 SELF - \ Lr A __.. 1000 S.H. TAPPING SMS 1000.SH . TAPPING SMS HEAD (TYPJ HEAD (TYPJ - SEALANT BETWEEN SECTION A —A (3Y SECTION A —A (4) # B X 3/4 SELFVINDOVFLANGES L MULLION 1000 P.V./DESIGNER _ SEALANT BETVEEN . 1000 P.V DESIGNER TAPPING SMS - SILL (TYPJ VINDOV. FLANGES SILL (TYPJ 1000 SH; k8 X 3/4 SELF L MULLION ! #B X 3/4 SELF HEAD tTYPJ F F\/t 6Do TAPPING SMS TAPPING SMS ' SECTION A -A (7) VIEWED FROM EXTERIOR 1X4XL8. 1X4X3/8 f TUBE MULLION .TUBE MULLION FLORIDA EXTRUDERSINTERNATIONALSAANFORD, Foxma 1nu:SER. 1000/1500 FLANGE SHEET '1:.-OF. 2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE < SHEET 2 'OF 2) FOR 8 X 3/4 SELF. #8 X 3/4 SELF DESIGN PRESSURE CAPACITIES TAPPING.SMS TAPPING SMS. 1000 Sx — laao S H g B 2C C2 DRnWN BY: MSH AppRO'M a7r' HEAD (TYPJ HEAD (TYP.) SECTION A —A (51 _ —• - .: SECTION A—A U6),•, ., Da:2/6/02 scntt: NTS D1fG 1HMFLGTR 1000 P.W DESIGNER SILL .(TYP.) 8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION SEALANT BETWEI WINDOW FLANGE: L MULLION 1000 P.V./DESIGNER SILL (TYP.) AUXILIARY PLATE FOR ADDITIONAL ANCHMS; VHEM REQUIRED) AI 8 X 3/4 SELF 0 TAPPING SMS IX2X3/8 O. O TUBE MULLION — — MLJON ..._.. _. p4i TWO BY WOOD SEALANT BETWEEN U#8 X 3/4'SELF#8 X 3/4 SE 33^ BU K BY OTHERS WINDOW FLANGES TAPPING 1000 S H TAPPING SMS' L MULLION 1000 S.H. .SMS HEAD (TYP.) HEAD (TYP) KANU AICTURZ VANSEALANTBETWEEN WINDOW FLANGES SECTION 'A —A (1) SECTION A —A (2) L MULLION loco P.W./DESIGNERrSILLRYP) 1000 P.V./DESIGNER MASTER Fu 7t / rSILL (TYPJ r #8 X 3/4 SELF TAPPING SMS TUBE MULLION r #8 X 3/4 SELF 1000 P.V./DESIGNER TAPPING SMS SILL (TYP.) 1X27/16X1/8 IX27/16X38 TUBE MULLION #8 X 3/4 SELF APPLIES TO HEAD do SILL WHERE 1" X 4" do 2" X 4" TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION: INSTALLATION CLIP -- MULLION _ 0-1-111 r— A ncrAn 1 TAPPING SMS 2X4X3/8 TUBE MULLIONi SEALANT BETVEEN - .. I . WINDOW FLANGES 1•- L-,NULLION ... . SEALANT BETWEEN WINDOW FLANGE - ci LMULLION 8 X 3/4 SELF #8 X 3/4 SELF 1000 S ML TAPPING, SMS 1000 S.M. TAPPING SMS HEAD (TYP) HEAD (TYP) SEALANT BETWEEN SECTION _A. —A . Q) SECTION. A —A (4) WINDOW FLANGES t MULLION .. _ .... 1000 P.W./DESIGNER SEALANT BETWEEN 10OG P.W DESIGNER WINDOW FLANGES, r SILL (TYPa SILL (TYP.) I L-MULLION 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4 X 1/8 1 X 4 X 3/8 fTUBE MULLION TUBE MULLION 8 X 3/4 SELF #8 X 3/4 SELF TAPPING. SMS TAPPING SMS 1000 S}L : 1000 S H. HEAD (TYP.) .. HEAD (TYPJ... SECTION 'A —A (5).SECTION A —A (6) 1 1/8 MIN EMBEDMEN ELEVATION ._ VIEWED FROM EXTERIOR' DETAIL B -APPLES TO HERO k SILL WHERE V X 2- . k 1 X 2 7/16 TUBE MULLIONS ARE USED- INSTALUTION .ANCHOR I D.SCREV crypi HORIL CLIP. 8 X 3/4 SELF . TAPPING SMS 1000 S.H. SECTION A —A •(7Y vs eiN HEAD (TYP.) - _, EMBEDMENT FLORIDA EXTRUDERS INTERNATIONAL..INC SANFORD; FLORIDA 5 SER.: 1000/ 1.500 FIN SHEET 1 OF 21. TWIN 'HORIZONTAL MULLI N SECTIONS- 1T: 7- SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN, PRESSURE CAPACITIES RAN BY: MSH APPROVED. BY: nTE:2/6/02 SCALE: NTS nwc.: 1HMFINTW SEA_AINT BE-W£E'i WINZDW FLANGES L MULL!^N 14;;: F.W./DESIGNER S„ <T YP.I np .-tS X 3/4 SELF II TAPPING SMS r: X 2 X 1/? T,;__ MULLIrjN S a• ANT a_-' _Ei' WIhE^_V FL-'C=S- L M•ULL,GN 6 X 3/4 SELF 790 S, TAPPING SMS i- aC41-chin.. iinoav r A r, S C T ION A —.A (1') F10v"" P.w./uES:GMER SILL (TYP.) g8 X 2/4 SELF TAPPING SMS Inf77 3 ! X 2 7/16 X I/fi 7UiiE MULLION SEALANT KTVEEN WIN OW F,-ANGES- L M01 LID.N 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAL (TYP.) SEALANT BETWEEN SECTION \ VINLCW FLANGES - TION A-P. U1 L MULLION 10G0 P.V./DESIGNER SEALANT BETVE•EN r S.LL (TYP.' - WINW'w FLANC_S . ty X 3/4 SELF L MULLION TAPPING SMS _ - ... u.._.' X 4 X 1/8 I :inc iiuiu+. I „P!CAL MULJON TO CONC.'<ETE C JAlAB GGO P.V:/DESIGNER (APPLIES TO JAM WHERE I' x 4' - y I S!LL <if?J i 2' X t• TI:Er- MULLIONS k'Z USED) a x 3/4 SELF APPdNC S4S I It} CONCRETE OR MASCNRY tt BY OTHERS !1 X2X3/a !I BY W T A s3 t IF. CIv= WOOD_ YNTPJ•A+ s. L.2UC< - OTHERS • MANUf'ACT NAY : r-e X SE..- <o oelD9 u i5jR con S. TAPPING SMS INSTALLATION ANCHOR 3/16' DIA. TA. SCREY A`iCH=..R' <-YP.; EX T ERNA . MULLIU - INSTALLA:iO.J CLIP NJLLILN . S_CTiCN A —A r • 10Gc P,V.iDESiCNEK ^CO .)J /?ESiG`ER - f I SILL (TYR, SILL CfYP.) 4f Ac TAPPING S'.4a' r ` 8 X 3/4 SELc 4' . -^ I X 2 7/15 X 3/1a TA. SMS 1_ TUEE MULLION' /-2 X 4 X 3/8 I f I; 1 1/4_ MIN.. r SEALANT BETWEEN VIN OV FLANGE L MU"L1DN 98 X 3/4 SELF IG00 S,g TAPPING SMS. nEAD (TYP.) SECTION A —A (4, r 1000 P•V./DESiGNER S:L_ C?YR) I --#8 X 3/4 SELF TAPPING SMS Eli 8V \-#9 X 3/4 SELF u` `-#8 X 3/4 SELF 1 7GC S.H. TAPPING SMS_.. `•--1000 S 4. TAPPING SMS — HEAD (TYP.) nEAD CTYP., c-`,7N A --A (5) CTiON AAA 16i.... e X.3/4 SELF TAPPING SMS 00C J HEAD .. , YP.) SECTION A —A (7i ncTAil P-\\ y i c =VATiO VEINED FROM EXTERIOR f(TITLE: SC.t•c. -1006/ i 500- r LANGE .SHcET :1 OF'....r .: TWIN.HORIZ^NT L MULL I. SECTIONS i „ f • b S_E Lit ,cR S-::,_ Sn_C- T 2 0 ci EvRi DESIGN PRESSURE CAPACITIES DRAWN BY: M S H APPROVED BY: FEB 1.5 2002 DATE: 2/41^? SCALE. f•T c rS : sHM. L , DWG.. t T « r1000 P.W DESIGNER SILL (TYPJ J # 8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES' L MULLION U SEALANT BETWEENWINDOW8 t MULLION FLANGES X-3/4SELF 1000 S H. TAPPING SMS SEALANT BETWEEN EAD (TYP.) WINDOW FLANGES SECTION A —A (1 ).- L MULLION: .. 1000.. P• V DESIGNER SILL (TYPJr 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 f TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- MULLION. 8 X 3/4 SELF 1000 SA ...TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MULLION 1000 P.V DESIGNER SEALANT BETVE J SILL (TYPJ WINDOW FLANGE L MULLION 8 X 3/4 SELF TAPPING SMS 1 X 4 X 1/8 TUBE MULLION 8. X 3/4 . SELF 1000. _ S.H. - TAPPDYG SMS HEAD (TYPJ . _ ... .. SECTION `A -A (S) 1000 P.WJDESIGNER AUXILIARY P A rSILL (TYP.) O-OR ADDITIONAL ANCNpftS, WHEN REQUIRED) 8 X 3/4 SELF DETAILC TAPPING SMS O_ _O IX2X3/8. 7 APPLIES TO HEAD do SILL WHERE 1' X 4' 2' X 4 TUBE MULLIONS ARE USED SHEATHING. TUBE MULLION HauION _ INSTALLATION ANCHOR #8 VOW 0 SCREW. (TYPJ_... EXTERNAL MULLION 0 BY WOOD INSTALLATION CLIP C' NTRAL ' LORMA 8 X 3/4 SELF I. o. K BY OTHERS 1600 S.H. TAPPING SMS . ` R HEAD.. (TYPJ SECTION A -A (2) OR1,04 p R MULLION 1000 P.V./DESIGNER m—ASTERy SILL 2TYPJn rnn r--- A 8 X 3/4 SELF 1000 P.W./DESIGNER --. TAPPING SMS SILL (TYPJ ... I X 2 7/16 X 3/8 k L_A / TUBE MULLION #8 X 3/4 SELF TAPPING SMS . 2. X 4.X 3/8 i, SEALANT BETWEEN WINDOW FLANGE — L MULLION.' 8 X 3/4 SELF 1000 S.H, . TAPPING SMS HEAD ( TYPJ SECTION A -A (4) 1000 P.W,/DESIGNER SILL ( TYPJ.. ' B X 3/4 SELF TAPPING SMS 1X4X 3/8 ljy ` TUBE MULLION 8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SECTION A -A (5) TUBE MULLION 1 1/8' MIN. EMBEDMENT ELEVATION.:._ ..._. VIEWED FROM EXTERIOR r.. _ .. - DETAIL B APPUES TO HEAD & SILL. WHERE I" .X 2" I' X 2 7/I8 TUBE: MULLIONS ARE USED - INSTALLATION . ANCHOR .:. WOOD SCREW .. _. TYPJ :.: HORIZ., CLIP 8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION. A -A (7) I HEAD ( TYPJ J lllL fffEMBEDMENT FLORIDA SANFORD, EXTRUDERS.INTERNATIONAL_ FLORIDA T=: SER•.1000/1500 FIN - SHEET 1 OF,2 .. HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) ` FOR DESIGN PRESSURE, CAPACITIES YOC.. DRAWN BY: M S H APPROVED BY: DATE: 2/6/02 SCALE: NTS DWG.: IHMFIN 0 C COG P,W./DESIGNER S:`LL (TYP.) e X 2/4 SELF TAPPitiu SMS i k X I/F Si:A_AN7 3ETVEMN Wi-NDG': FLANGES- L M7LuN SEA: ,otiT 3ETVEEI+1 ti- a8 X 3/4 S:_ vIN:iV FLANGES TAPPINN_ SMS - 51.11. L MJLLICfi 000 . r4tAL (7 Yi'.) SEAS ii - ELT`+—N WINZO4' FLAN'- SECTION . A-%'. ) L . LLION COG P.W./DESIGNERrSILL (TYP,) 8 X 3/4 SELF TAPPING SMS I X 2. 7/15 X 1/8 norlmr—n-11 I TUBE MULLION SEALANT BETWEEN WINj=W FLANGES- L MULLION 8 X 3/4 SELF 10G^u S,H. TAPPING SMS HEAD (TYPJ SEALAN- BETWEEN SECTION A -A Q WINDOW FLANGES L MULLION r-1000 P.W./DESIGNER SEALANT BETWEEN f SILL (TYPJ WINDOW L.ANGES,-. ' I #8 X 3/4 SELF L MULLION TAPPING SMS I X 4 X I/8 IrTu-mr—a-11 IUBL MULLi11N ' r-1COG P.W./DESIGNER SILL (TYP.) UFO X 3/4 SELF i TAPPING SMS 1 X : X . C TYPICAL MULLION TO CONCRETE 6 JAMA A.-PUES TO JAMS WHERE I' X d' 2' X 4' TUBE MULLIONS ARE JSZO; Q CONCRETE OR MASONRY BY OTHERS i INSTAL ATIGN ANCHOR 3/15'.DiA TA?CGN S:.'r_V ANCHOR :TY=.) EXTERNAL MULLON NE. i;Y WO P_ INSTa !ATIGN CLIP CENTRAL : FL® A 8.0.1.r. aB X 3/4 SE-7.. emu^ c i_ TAPP!N_ SMS IVLA U ACTMER , NAME: HEAD (TfP.) 62:e&PA >EXTRVDERS SECTION' A -A {L u r IGCL r.W./LES_Gr:ER U SILL (TYR, Q ge X 3/4 SELF I I 1 Y1 COO P.W./DES!uNE I APPING SMS (..p ; ( 1f ^ 1 X 2 7/15 X 3/8 L_ TYPJ. , I TUBE MULLION --I -- 1 1/4' H!N. eX 3/4 SELF trl cDrcNT TAPPING SMS X 4 X 3/8 Fru j / TUBE MULLION IA x 3/ 4 SELF l - E--SMSL=V•QiiONTAPPINGS 1G0G`S.H. SECTION A -A. (7) I V1c(EC FRO".I EXTERIOR INTERNATIONAL. INC.. FLORIDA EXTRUDERS SANFORD;. FLORIDA TITLE: CER, 1000/ 1500 FLANGE SHEET i Or, .2 7LiHCR =NATAL Mil" i N SE' N$ StE J T rL [ S i Jc SriL[ G ur 2) FOR 8 X 3/4 SELF `` #9 X 3/4 SEE _ _ TAPPING SMS . IA?PING SMS rDES UN PR-SS'Jt< CAPACITIES iCCO. S K .LCO S'r. HEAD ( TYP.) HEAD (TY=J (DRAWN BY: MSH.. APPROVED BY: ATE. G.:Sfi'CMn0:1 -A / 1 -t_15.20r r DWA-E1r 1r. JI li SEALANT BET`:EEN V•INDQV FLANGE n8 X 3/ 4 SE'_= \ t- Y000 S. N. TAPPING SMS HEAD (TYP.) SECT! ON A. - A (A) 1090 P.W./ DESIGNER SILL (TYP.) . r- # 8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 1000 S.H. 1 X 2 X 1/8 1000 S.H. JAMB (TYP.) TUBE MULLION JAMB <TYP.). 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW. FRAME L MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) - IX27/16X1/8 1000 S.H. TUBE MULLION 1000 S.H. JAMB (TYP.). JAMB (TYPJ 8 X I/2 SELF TAPPING SMS 1000 S.H, JAMB (TYP.) SEALANT BETWEEN VINDOW FRAME fit MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A U3) IX4X1/8 TUBE MULLION SEALANT 1/2 SELF NG SMS 2X 4.X3/8 WEENTUBE MIULLION E t MULLION . B X 1-1/2 SELF TAPPING SMS SECTION A -A .(2)-: 1000 SJ{ I X 2 7/16 X 3/6 JAMB (TYP.) TUBE MULLION . 8 X 1/2 SELFILIF-1too TAPPING SMS TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8' MIN. EMBEDMENT SHEATHING U' INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION ..... APPLIES TO HEAD & SILL WHERE 1X 4" k 2' X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE 1*. X 2' do 1' X 2 7/16" TUBE MULLIONS ARE USED 48 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL # 8 VJ ODD SCREW TYP Dr 4i SILL CLIP SEALANT BETWEEN SEALANT BETWEEN # 8 X 1-1/2 SELF WINDOW FLANGES TAPPING SMS t MULLION 1/INDOV.. FRAME - - EMBEDMENT. t MULLION;, . _ .. 8.X ' i-lie SELF. SECTION A=A (7) SHEArKM TAPPING SMS DETAIL C VDDn FRAMD. 4 SECTION A — A (4) a AUXILIARY PLATE 1 X 4 X 3/8 j,1C• (FOR ADDITIONALANCHORS, WHEN REQUIRED) TUBE MULLIMON 0 f pt U•CS • .O vy A A 1000 S. H. Q Q+ AMA (TYP.) —} 1 ,aA t'i l[t 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS 8 SELF TAPPING \ SMS (TYP.)_ r `DETAIL B MULLION ELEVATI VIEWED ROMOEXTERIOR INTERN T SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME t Muu. lON 1 MULLION 1 8 X 1=1/2 SELF #8 X:.1-1/2 SELF TAPPING SMS TAPPING SMS N' SECTION A -A (5) SECTIOA—A (6) FLORIDA EXTRUDERS SANFORDA I,„ iFLORIDAA L I rIT, LE: SER. 1000/ 150. 0 FIN SHEET, 1 OF 2 VERTICAL MULLION SECTIONS 2002. _ - SEE DESIGNHER SIDE PRESSURE( SHEET 2CAPACITIES 25FOR DRAWN BY: MSHAPPROVED BY DATE: 2/6/02 SCALE:NTS DWG.: iVMF'IN i x 2 X 1/e n S•• JA-yB (TYR) } P_'P_ ML'LLIuN . JAM: (TYP.) 1 a X 1/2 SELF TA -PING SMS iy Ix2x3/e J _ T;.'E: MULLION ONE EY WOOD_ DETAIL 'C BECK BY rT HERS L - \ vr_hCRE.- R P.ASOtiRY a \ BY GTH RS tla x 1!2 M1 1/a• MrN EMBELMENT \ 4 i" TA?PIuL• SMS I Q S: AIANT B=T VEc•: SEALA' PETVEEN.vSTA 4TI-N RN r 3/ a _. ArrllN SCR J' AN Frt <7 YPA b MUL IGN q_. X NL _•, c X( 4 x _. e Era V X 1/2 SELF _ 11 j c .'=RNA- MULLION TAPPIN, SMS SNS _ ...._ID'. I I INSTAL -a.:rh CL S" CTiOi iH-A, i SGLTIOI 'A —A i[ i A_ M G^ TO LOry ( 6 HEAD I i Xl 2 %/i6 X :/a r- 1 X ^ c CCa S.M. il_ X 3/E M .. . ; Nr WHiRE LiE rc Ll. JIc 2" X rue-c U ttb. Atr ' S \ TUHE. MULLION 16^. a S — 1^aC S.H. A TUBE MUI-LION JAMB (TYP.) V. JAM? ( TYP) ' JAMB (TYr.). ETA!L C c ,/= SELF J EF-[NS'Ai + ATIDN ANCHOR XS x t/2 SE;.F 8 X 1/2 SELF APr KG S-S 3/i •.Di.A. TAFCGN TAPPiN SMS TAPPING SMS I SCREW .ANCHOR (TYP.) SILL CHIP Q k8X1-1/2 SELF SEALANT PE'V_EN t SEALANT ac VEE7i - WINDOW - FLANGES I ScP.LANT BETWEEN TAPPING SMS VINDOV FLANGES - VINIM V FL4h'C•ES S . M'ULLION EM3E.,M ENTMULL lr.N 8 X 1-1/2 SELF l MULLION - `r TiGN A--X4 v TAPPING SMS' 48 !/ 2 SELF TAPPING' SMS - DETAIL C -- PRECAST SILL BY rkRS SECT IC)n A —A S ; jEC T QN A —A i rr 07_ z sDD.TION L ANCHORS, ` _V RCOUIRED). 1 X S X t/E TUPE MULLION X 4 X 3/E TJnE MULLION .® JAMB ( TYP,) 1 JAMB (T YR)t"'. i SMS, (TYP.) ` T, pI. .. I ELEV6,Ti0P1 i I (D f uE X 1/2 SELF ue x 1/3 SELF VIEWEC FROM EXTERIOR loop) TAPPi iv SMS TAPPi!<G SMS -- — -- — -- FLORIDA EXTRUDERS nrTERVATiONAL; INC s ANFORD FLORIDA 1SIDUR1 : TITt:E: S'R. IOOG/ i EGG' F L+NGE SHEET 1. 0F , c^ tiVDRh' L_! ti SECT IONS SEALANT BETWEEN \ SEALANT' E•_THEEN , _ VTNDw FLANG_S , WIND.OW CLANC_S i SE_c_ OTHER S I DE < SHEET 22 'Dr 2> FOR - a MULLION & MUL-1.ION = _ --#e x 1 1/2 SELF —ifs x 1-1/2 SELF DESIGr PRESSURE, CAPACITIES TA PING SMS._, TAPPING SMS ? (D Ste. ' I0h A -A + i - ' ItJ v H-r ( ..L Z DATE: v' Y ` , u FEBFE 1 RAwrI HY• M PROVED. H D / I/GC . SCALE DWG.. LC C '1 _ TYPICAL V=r'.T:CAL TO P..0R;ZCtiTF_ .V.ULLION TO NULUC.N 1 r _ S X 'XSELF08X1/_ SELF X 4 .3/fi - j iX< CX I' _L TnJ7FRNALri CL:P Ioe0, S., v_ .N .\ SEPLnNT eE V h . G!.y <TY i . v'NLCW FLAN: S ...r _ \. vaX7.C'. FL A L MULL.IJN - 4 ..F L Y I:il -exiNG Sk _L... .. .. t_ — Ta_?ih:: SMS //' sF (. S F- i i ON A -A ( ) .. S .CT G` A-. il1 :N.z S11 IX CIR 2X MJLL (7ly—D X 2 7/16 X 1/9 I X? 7/IE X 3/S TUB,-,-MULLw:: 13u: SH TUaE MULLION JAMB (TYP.) cOt .S.r ` 1 X 2' X I/6 lOC` S.H. I X 2 X 3/8 iA!! Y': i / TUBE MUrLiO4 M'a TY?• { iU5_ MULLION JAMB <TYPJ j 8 X 1/2 SELF TAPPING SMS 6 X 1/2 SELF TAPPING SMS SEALANT B=TWEE VINZOV FLANGE L l4jL:IGN S SEALANT BETWEEN 1 SEALANT BETWEEN VINDOW FLANGES WiNZE W FLA?1GES #8 X 1-I/2 SELF L KJLLION L Mu LION TAPPING-SMS .. na Y 1_I/2 APPING SMS SECTION v—A (3)TECT.Oi1 A -A (4) I X 4 X 1/E - 1 X 4 X 3/8 TUBE MULLION TU"' '{ LION IDID lOCO Sa. -} 1COC S.H. JAMB 6 X i/2 SELF rAMNG X 1/2 SELF TA ?PING SMS SMS a 7=] SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES _ _ ...... V!IV.7QWL " 6 NU ` ZES I7N >: S X I-:/2 S:.L L MULLION ... _.- TAPFING SMS 8 X 1 1/2 SELF TAPPING SMS 1 (F.) SECTON A (5) I A-P. i INSTA_LATh: ANC4CR N VIS' DIA -r APL0CY y — #2 X 1-1/2 SELF SCREV ANGrrR TYP.' y . . .TAPPING SMS-- 11/4' MIN. EMEUMENT PRECASTS L_ BY OTHER CE :.AIL ! .. { v PLATLATE 1 (F]c A T TIONAL. P."1rH 2S WHEN G E QU LREB: ITI A A TAPPING Y',' ELEY--;ram FRCV,EX_ER;CR FLORIDA - EXTRUDERS.: SANF RD.: LOAL, INC SANFORD,' FLORIDA ITLE:SER 1000/1500 FLANGE SHEET 1 -.2 VERTICAL MU•_LiON NTO HORIZONTAL'-` SEE . OTHER S I DF C SHEETT`2 r 2) -FOR DES: lgN PRESSURE CAPACITIES Fr Ij 15' C. L_ DRAWN BY: MSH APPROVED BYi DATE: 2% 6%Or SCALE. `I S DWG.. . 1 VMIHM-LG. ao SEALANT BETWEEN APPLIES TO HEAD do SILL WHERE 1 X 4' WINDOW FLANGES AUXILIARY PLATE DETAIL C k 2" X 4' TUBE,MULUONS ARE USED L MULLION 2000 P.W./DESIGNER 2000 P.W./DESIGNER ( FM Ann1tTDNAL AMCrC1Rs..vHEM REQUIRED) SILL (TYPJ SILL (TYPJ 8 X 3/4 SELF #8 X 3/4 SELF SHEATHING TAPPING SMS TAPPING SMS I X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 -- —. TUBE MULLION `TUBE MULLION INSTALLATION ANCHOR #8 WOOD N ` SCREW (TYPJ . MILLIO SEALANT BETWEEN OWINDOWFLANGES L MULLION EXTERNAL MULLION INSTALLATION CLIP 8 X 3/4 SELF 1000 S.H. TAPPING SHS HEAD (TYP.) SECTION A -A (1) TWO BY WOOD BUCK BY OTHERS., 8 X 3/4 SELF 1000 S.H. TAPPING SMS MULLION HEAD (TYPJ 2000 P.V./DESIGNER-...:.. - APPLIES TO HEAD t SILL WHERE 1' X 2' SILL (TYPJ h 1' X 2 7/16' TUBE MULLIONS ARE USED SECTION A -A (2) 8 X 3/4 SELF TAPPING SMS 2,X4X3/8 TUBE MULLION 1 L+"'" ` • SEALANT BETWEEN . WINDOW FLANGE . j lvtu+• . L MULLION S DFTAD C—. SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES 8 X 3/4 SELF TAPPING SMS WINDOW RANGES L MULLION L MULLION - S.H. 2000 P,V./DESIGNER SILL (TYPJ 2000 P.W./DESIGNER HEAV1000DHEAD (TYPJrSILL (TYPJ 8 X 3/4 SELF TAPPING SMS I X4X1/8 TUBE MULLION 8 X 3/4 SELF TAPPING SMS SECTION A —A (5) 1 X4X3/8. TUBE MULLION 8 X 3/4--SELF #6 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.M.. ... HEAD (TYPJ 1000 S.H. HEAD. (TYPJ SECTION A -A (3) SECTION A -A (4) i DETAIL _ s,uTHac INSTALLATION ANCH]R f8 VOOD SCREW CTYP.) a CLIP. Ll 1/8,. MIN. EMBEDMENT I 1 1/8, MIN EMBEDMENT FLORIDA EXTRUDERS SAANFORD° F'LLORIIDDA SER. 2000 FIN SHEET 1 OF 2 TVtN-H RIZ NTAL MULLI N SECTI NS YRIP F . SEE OTHER SIDE (SHEET 2. OF' 2)' F R DES.1 GO. PRESSURE(CAP.AC IT IES1. DRAWN BY: M S H APPROVED BY: `•` DATE:2/6/02 I SCALE: N T S DWG.: `2HMF I NTR 30 TYPICAL MULLION TO CGNCRETE O JAMB APPLIES TO JAMB WHERE t' X 4', DETAIL B 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.V./DESIGNER r SILL (TYPJ r 2000 P.V./DESIGNER SILL (TYPJ CONCRETE OR MASONRY_ ' 8.X 3/4 SELF 8 X.3/4 SELF BY OTHERS TAPPING SMS j 1 X 2 7/16 X 1/8" TAPPING SMS1X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16• DIA. TUBE MULLION TUBE MULLION .. TAPCON SCREW JANCHOR (TYP ENEBY WOOD EXTERNAL: MULLION INSTALLATION CLIP BUCK BY OTHERS SEALANT BETVEEN SEALANT_BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L MULLION MULLION. 2000 P.V./DESIGNER 8 X 3/4 SELF 2000 S.H. TAPPING' SMS 8 X 3/4 SELF .: 2000 S.H. TAPPING SMS SILL ( TYP.)77' HEAD (TYPJ HEAD (TYPJ 8.X 3/4 SELF SECTION A —A (1 SECTION A —A (2) f TAPPING SMS 2 X :4 X 3/8 Q TUBEMULLIONI pP 3 t7?, •®•"•. SEALANT BETWEEN WINDOW FLANGE 1 1,1/4 MIN... EMBEDMENT' PVT .. .. g. 1VL • L MUILD]N arnnpA' YJIIO1u. 1a51f1IR41VCi / F x 7 SEALANT BETWEEN FLORID.21 E O XTRUDERSUMRNATINAL, INC WINDOW FLANGES _ .:.... _ ... ._.._ -.; .. SANFORD, FLORIDA L MILLI(1N.._ TITLE: SER ;20QQ'.FLANGE 'SHEET 1 TRIPLE HORIZONTAL MUL,I_ I N S.ECT_I DNS, 8 X 3/4 SELF #8 X 3/4 SELF _ TAPPING SMS TAPPING SMS SEE OTHER SIDE (SHEET 2 OF -'2) FOR 2000 S.H :.. 2000 SR HEAD ( TYPE HEAD (TYP.) DESIGN.PRESSURE=°CAPACITIES SECTION A - A (3) SECTION A —A (4) a2o'02 nxnwN Hat: MSH aPPR,6 En w _ M, _ -_. _ nA'rE:2/6/02;....., se NTS=tl , Disc::µ==2HMFL-GTR-- " 9 DETAIL C 2000 S.H.1 X 2 7/16 X 1/8 2000 S.H.1 X 2 7/16 X 3/8 TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION JAMB <TYPJ TUBE MULLION JAMB CTYPJ TUBE MULLION IX 7 R 2X MULL it8 X 1/2 SELF #8 X 1/2 SELF T TAPPING SMS TAPPING SMS INSTALLATION SCREV INTERNAL CLIP TAPPING S SEALANT BETWEEN WINDOV FLANGES L MULLION AUXILIARY PLATE r 1111A• (FOR ADDITIONAL NCH3RS. MIEN REOUDZED) DETAIL C IO P ANIJ IACTURER NAME' 0 0 APPLIES TO HEAD. do SILL WHERE I" X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING 7 a71t^1L7 1I IL+1 10 — — TAL ATIINSL ON ANCHOR #8 WOOD r uoN. - / - ' - SCREW (TYP.) 2000 P.V./DESIGNER 2000 P.W./DESIGNER SILL CTYPJ SILL (TYP.) 8 X 3/4 SELF #8 X 3/4.SE1.F':. EXTERNAL MULLION dNSTALLATION CLIP TAPPING SMS TAPPING. SMS TWO BY WOOD 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 BETVEEN WINDOW FLANGES L MULLION _ _.. .. DEInn e 2000 P.V./DESIGNER. nFrnn t I_ _ A m. SILL (TYP.) 8 X 3/4 SELF #8 X 3/4 SELF 1000 S.H. TAPPING SMS 1000 S.H. TAPPING SMS NAPPING SMS SELF HEAD (TYP.) HEAD (TYP.) 2 X 4.X. 3/8 SECTION A —A (1) SECTION A —A (2) TUBE MULLION. 1 1/8' MIN SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES vINDOV FLANGES L. MULLIONLMULLION 2000 P.W./DESIGNER SILL '( TYP.) 8 X 3/4 SELF TAPPING SMS i X 4 X 1/8 - TUBE MULLION 8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD ( TYP.) SECTION 4-A (3) EMBEDMEN FT FVAMN SEALANT BETWEEN VIEWED' FROM EXTERIOR WINDOW FLANGE . L MULLION AI .. APPLIES HEAD. k.S'ILL-WHERE 1' X Z" 1 ... X -2 7/16'- TUBE- YUL DONS ARE USED INSTALLATION ANCHOR 48 . WOOD SCREW TYP.) HURTZ. CLIP 2000 P.V./DESIGNER 8 X 3/4 SELF SILL (T.YPJ TAPPING SMS 8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (5) I va 1 X 4 X 3/8 HEAD (TYP.) MIH EMBEDMENT. TUBE' MULLION FLORIDA EXTRUDERSIM RNATIoxAL, INC. SANFORD. FLORIDA tC TTfLE: SER. 2000 FIN SHEET 1 OF _2. l TWIN H RIZ NTAL MULLI N SECTIONS = SEE OTHER SIDE <SHEET..2.F'.2>..F R . e X 3/4 SELF 1000 SJ1 TAPPING SMS HEAD ( TYP.) f EB 20Q2 DESIGN PRESSURE CAPACITIES DRAWN BY:MSH AP BY. SECTION A —A (4) DATE:2/6/02 SCALE: NTS DWG.::: 2HMF INTWI D 2000 P.V./DESIGNER SILL (TYPO a X 3/4 SELF N#APPING SMS 4 n 1X27/16X1/8 JI . TUBE MULLION T SEALANT BETVEEN1SEALANTBETWEENVINDOVFLANGES. WINDOW FLANGES , L MULLIOMLMULLIDN N 8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYPJ SECTION A -A (1) TYPICAL MULLION TO CONCRETE m JAMB ` APPUES TO JAMB WHERE 1- X 4- Q AIL B ado2` X 4' TUBE MUWONS ARE USED) _ CONCRETE OR MASONRY-L BY OTHERS 2000 P.V./DESIGNER SILL (TYPJ It8 X 3/4 SELF. TAPPING I X 2 7/16 X 3/8 TUBE MULLION 8-X 3/4 SELF 2000 S.H. TAPPING SMS. HEAD (TYP] SECTION A -A (2) SEALANT BETWEEN VINDOV FLANGE L MULLMN ylr,rl' liJlryl tT'yT1 M...a-.. rylyIiU.Rv'(m... r+ iy1tllTkbff, F oR/D,a_vD RS SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.W./DESIGNER 2000 P.W./DESIGNER r SILL (TYPa SILL (TYPJ 88 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 1X4X1/8 1X-4X3/8 TUBE MULLION TUBE MULLION q6 PLATE APPLIES TO HEAD & SILL.WHERE 1" X 4" UXILIARY 2" X 4" TUBE MU1110NS ARE USEDFORADDITIONALANCHORS, WHEN REWIRED) DETAIL C CENTRAI Fi ORMA B. ®. A. F. SHEATHING MANUFACTURE NAM: O o FlG oRL+/t SEALANT BETWEEN j ` F INSTALLATION ANCHOR-#8-WOOD.- - SCREW (TYP.) 0tVINDOWMULLION2000. P.V./DESIGNER2000P.W DESIGNER SILL (TYP.) EXTERNAL MULLIONSILLCTYP.) 8 X 3/4 SELF 8 X 3/4 SELF CINSTALLATIONLIP TAPPING SMS TAPPING SMS., TWO BY WOOD` BUCK BY OTHERS I X 2 7/16 X 1/8 1 X 2 7/16.X 3/8 v TUBE MULLION TUBE MULLION MULLION SEALANT. BETWEEN. I r WINDOW FLANGES t MULLION DEIBSLS A 2000 P.W./DESIGNER SILL (TYP.) Lr A 8 X 3/4 SELF 1000 S.H TAPPING SMS 8 X 3/4 SELF 1000 SJi TAPPING SMS 1000HEATYPJ 8 X 3/4 NAPPING SMS HEAD ( TYP.) 2 X 4 X 3/8 SECTION A -A (1) SECTION. A -A (2) TUBE MULLION 1 1/8 MIN EMBEDMENT FLEyAT10N VIEWED FROM -EXTERIOR SEALANT BETWEEN WINDOW FLANGE B APPLIES TO HEAD & SILL WHERE 1" X 2" t MULLION .. .. DETAIL 1' X 2 J/16' TUBE-MULLIONSARE USED. INSTALLATION AN(:iUR . SEALANT SEALANTBETWEEN SEALANT BETWEEN WINDOW FLANGES SECTION A —A - (Si+8vwD. SCREW ... CTyp.) FLANGES MULLION t MULLION HDRu aIP 2000 P.W./DESIGNER SILL ( TYP.) 2000 P.V /DESIGNER r SILL (TYPJ 8 X G SELF TAPPING SMS 8 X 3/4 SELF TAPPING SMS j # 8 X 3/4 SELF TAPPING SMS 1000 S.H. I VSD MM 1 X 4 X I/8 1 X 4 X 3/8 HEAD (TYP.) EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA INTERNATIONAL; INC EXTRUDERS sANFORD,.FLORIDA TITLE: SER. 2000 'FIN SHEET i .OF 2 HORIZONTAL MULLION SECTIONS V SEE OTHER SIDE (SHEET 2: OF 2) FOR 8 X 3/4 SELF DESIGN PRESSURE CAPACITIES aez.s/a SELF TAPPING._ SMS.... TAPPING SMS LU 2002 1000 S.H. 1000 S.H. HEAD ( TYP.) DRAWN BY:M$H APPROVED BY HEAD ( TYPa.,:. SECTION A -A (31 SECTION A -A (4) DATE:2/6/02 SCALE:NTS , DWG.. 2HMFIN:: :,' SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES VINDOV FLANGES L MULLION L MULLION 2000 P.W./DESIGNER SILL <TYPJ 2000 P.W./DESIGNER SILL (TYP) 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8. TUBE MULLION 8 X 3/4 SELF TAPPING SMS1X27/16X TUBE MULLION 8 X 3/4 SELF #8 X 3/4 SELF 2000 S.H. TAPPING SMS 2000 SH. TAPPING SMS HEAD (TYP.) HEAD (TYP.) . SECTION A -A (1i SECTION A -A (2i SEALANT BETWEEN 2000 S.H. JAMB (TYP.) 2000 S.H. JAMB (TYPJ TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8' MIN. . EMBEDMENT 2000 S.H. 2 7/16 X 1/8 JAMB (TYP.) 1 X 2 7/16 X 3/8 MULLION r TUBE MULLION 2 X 4 X 3%8 SHEATHING TUBE MULLION 8 X 1/2 SELF 8 X 1/2 SELF INSTALLATION ANCHOR #8 WOOD TAPPING SMS TAPPING,SMS SCREW (TYPJ EXTERNAL MULLION. 0TUX1, 1E, INSTALLA ON CLIPTI 2000 S.H. JAMB TYPJAPPLIES TO HEAD &_SILL WHERE 1' X 4' 2• X 4• TUBE MULLIONS ARE USED ALANT BETWEEN SEALANT BETWEEN 8 X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1' X 2" WNDOW FRAME WINDOW FRAME TAPPING SMS 1 X 2-7/16` TUBE MULLIONS ARE USED L MULLION L MULLION 8 X 1-1/2 SELF 8,X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING .SMS DETAIL #8 WOOD SCREW SECTION A -A (1) SECTION A -A (2) TYPJ SILL CLIPllCENTRALFLORIDAB.O.-A.F. SEALANT-BETVEEN ... • _... 8 X ,1-1/2 SELF WINDOW FLANGES 1 1/8' MIN. p,T T7.7 A NAME: TAPPING SMS L MULLION -,_ EMBEDMENT1'J1A LLJ1C 1_ QMR Go/P/nA ;IlI1 SECTION A -A (5) . sNUTrnJc T rTAIL C Y Y 8 X 1/2 SELF TAPPING SMS 8 X 1/Z SELF TAPPING SMS SMS (TYP.)-, ELEVATION DETAIL B MULLION Q4VIEWED' FROM. EXTERIOR FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA. V ` .. TITLE SER." 2000' FIN SHEET 1 OF 2 VERTICAL:MULLION SECTIONS SEALANT BETWEEN WINDOW FRAME SEALANT BETWEEN WINDOW FRAME . SEE OTHER SIDE C SHEET 2 `OF 2) :'FOR L MULLION -- L MULLION c.. DESIGN-...PRESSURE-CAR.AC ITIES 8 X 1-1/2 SELF := _ _ TAPPING. SMS 8 .X 171/2 SELF TAPPING. SMS DRAWN BY: MSH „' APPROVED BY: SECTION A -A (3) SECTION A -A () DATE:2/6/02 SCALE: N T S DWG::; 2VMF IN 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING'SMS SEALANT BETVEEN SEALANT BETVEEN VINMV FLANGES VINDOV FLANGES MULLION ; MULLION #8 SELF MULLION 8X 1-1/2 SELF #8 X 1-1/2 SELF SMS CTYPJ DETAIL B TAPPING SMS TAPPING SMS ELEVATION O 41 SECTION A —A (3) SECTION A -A 4 VIEWED FROM EXTERIOR INTERNATIONAL ID FLORIDAEXTRUDERS; sAi oRD, FLORIDAA j> AC'TYT ]Ea NAM: SER. 2000 : FLANGE ; SHEET. I -OF.,2, U Svv VERTICAL MULLION SECTIONS MASTER F# ` — SEE OTHER:-,SIDE.{,SME;ET 2" OF 2)-;FOR; t8 . 32( DESIGN PRESSURE CAPACITIES DRAWN BY. APPROVED' BY: 2 3 DAm2/ 2/02,...._ SCALE:;NTS _ nwc 2VMFLG' _ r MIAMI-oAt MIANII-DADE COUNTY, FLORIr METRO-DADE FLAGLER BUILDI, BUILDING CODE COMPLIANCE OFFD MI:1110-DADC [•I.AGI.r•.R nUILDr 140 WI?S'1' FLAGt.CIt S"I'ImL"I', sur11: IG MIAMI, FLORIDA 33130•1f PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)37s Premdor Entry Systems CONTIUCCORI.IUMSINGst.'un, 911 E. ,ieferson, P.O. Box 76 (3U3)373.2527 PAN(30$)373.:' Pittsburgh ,KS 66762 c:oN'riL rotzI:Nrot:ct.au:Nrmvi.Il 305) 375.29" VAN (30) 375-: Pt20Uu(.r CONTROL. DIVIS1• 303) 373-2902 VAN (305) 372-6 Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/I Insiving GIaze'd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of IVliaini-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under•the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I. product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend I use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor; Buildin, Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raw tcoariguez Chicf Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER,IL CONDITIONS BUILDING CODE & PRODUCT REVIEW C0NUMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. APPROVE D: 06t'05/200 i ge-tt 4-" Francisco 1. Quintana, R.A. Director Nliami-Dade County Building Code Compliance Offic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED 1UN 0 5 200 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE,: SI'L'CIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South. Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 22 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-NV1E Insiving Clazed Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the folloN documents: Drawing No 31-1028-EW-I, Sheets l through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prcparec 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 by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. giggle door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that tliq angle between the edge of canopy or overhang to sill is'lcss 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 hurri, x-otection system,. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1,2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Offiteial or the South Florida Building Co, SFBC) in order to properly cvaluatc talc installation of this system. Nlanu l tcrez, P.E. Product Co C Exan Product Control Division Premdor Entry Systems ACCEPTANCE No.: 0I-03I4.25 APPROVED • JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi avid the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Davie County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi: submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has.bcen requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and 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 nny section of this Acceptance shall be cause for ternination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Manu Perez, P.E., Product Contr ram Produ 'ntrol Division COP WL-MA0100-02' -•. ,e, FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing X 2'0" COP-WL-MA0141-02 02-0419.08 Application Filed) 510 NO TV 2'8" 2'10" 3'0" Not listed Not Listed Arrangement I 1 2'8" + 1'0" 1 1 I1 1- 02-0419.08 COP-WL-MA0143-02 (Application Filed) t• 1 52.0 1. NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" X0, OX, OXO j I 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 I NO I I 1 1'0" + 2'10" + l'0" 17 + 2'8" + 17' 1'0"+2'8"+1T 17 - 3'0" + 1'0" 17' + 2'l0" + 1'2" 17' + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO I 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 i II NO I 2'8" + 2'8" 2'1C"+2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + TV + 2'8" 2'10" + 2'l0" + 2'10" + 2'l0" 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 Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.mason ite.com) or frorn 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 struct!.res). National, st-ate or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, t i119 & PAK' Oak aft FIDE PMEK" 1 1IIYkf, 1. A.tl I. [: 1'ItY lIGf1Xt XIJen.i N!-0ww"(n"l Door V1n..• d ADi s 29. IM2 our < Dnlnu`9 WIN— 01 D' X; n "'wonnicnl maw wcllicNmandip. Ctsign tlD•odu(1 Masonite International Corporation 0[I311 : WytU 10 charve Wow nulim. FIBERGLASS DOORS Glued Units 6'8" Height — O1.ttswing I 2'0" 2'6" _ X 2'8" 2'10" 3'0" 3'6" 2'8" + 1'0" 2's" + 17' I 2-1-0" + 1'0" I 210" + 1'2" TO" - IV' 3'0" + 1'2" COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 1 Not Listed COP-WL-MA0163-02 Not Listed 02-0418.03 Application Filed) 55.0 NO X0, OX, OXO i1'2" t f 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO I I 1'0' + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + IT 3'0' + 1'2" 2'6' r 2'6" - 2'6" 2'8" + 2'8" + 2'8- 2°1VT10"+210" i 3'0" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" 1. Cccr a, rangernents using fewer panels than what is shot:. in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Warnstional website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic Ioc2tion is determined by ASCE 7 (Minimum design toads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff ARJ'Em i ..« nN IN tuoort.c rao,.o.W.aa E2rE1.,. E"v o.: T o.mr oea., AD"ka. noz Masonite international Corporatior. Out cm•tum:b p og,am of aoeuo niprovement mopes specifications. Onion Ma p,oauCY egii ;':iect to p noe plivpt route. Glazed Units COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing 7X=1 1 1 r 1 ,.1' , 02-0423.01 COP-WL-MA0146-02 (Application Filed) 12'0" 2'6" 40.0 NO i 2'E" — 2'10" 3'0" 3'6" Not Listed Not Listed Arran16menf 1 t i X;:. Ox, "X0 2'8" + 1'0" 1 1 COP-WL-MA0148-02 I1' i 02-0423.01 Application Filed) 40.0 1. 1 NO i 2.8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 1 37 + 1'2" 10+ 28+ 1'0" COP-WL-MA0149-02 02.0423.01 Application Filed) 40.0 NO 1'2` + 2'8" + 17' 1'0" + 2'8" + 'IT 17 + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" at, +s0 +30 f XX. OXXO 2,g.. + H" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'8:' + 2'E" 2'10" + 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 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels Char. what is shown in the above chart also comply under the product approvals shown. 2. Assernbly detai!s are availab`e from. the Masonite International website (www.masonite.com) or from the technical center. 3. trsla:lation tnsire: lions are available from ;he W.2sonite Inter-Wicnal website (www.masonite.com) or from the technical center. Actua: c-,sign pressure requirement for a specific cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for b6dings and other structures). National, slate or local huiloing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PAM. 13 Oak aft AR EK" Wnr.l_ '1'v•1u tul pvar from 1 l if f. M .1..\ i S I: T' Y 0001: 5 N•..T.. •...J iOwrn., Gr'7 Dw PREMaW,,11'1':.t, F:at.toz Ea fi 7rC iCs cl Yr04utl irt.yrDlCf.1IM auks SpCili;::brs, Ctslgn ;:J ;N::[I n D,•I If Dear. Masonite International Corporation Glazed Units q : CORML-MA0100.02 " FIBERGLASS DOOMS 8'0" Height — Outswing 1' X 1' X0, OX, OXO 1 I - 2r0" 1 1 COP-WL-MA0166-02 1• r 02-0423.03 Application Filed) t 47.0 t t NO 2 6" 2'8" 2' 10" 3'0" 3'6" 1 1 2'8" + 17 Not Listed 1 1 COP-WL-MA0168-02 Not Listed — ll r I• 1 02-0423.03 Application Filed) 47.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" IT + 2'8" + 172" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" IT + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraft AFC EK'- I.F'r< c.l ells l:Nf.I.A SG EN't'MY+DOORS Eb"-i..vrW F4wthu E Daon Apr, 29. 2gg2 Our cominuing program of product improvement makes sWilicatiom. design ar d product detail SO'Ict to Change wMout np ". C,, E•rl a.velE Ira." I L/'1VSi r r/il it a W Masonite International Corporation Opaque Units 1 60P-WL-MA0100 02z FIBERGLASS DOORS 6'8" Height — Inswing 2'0" COP-WL-MA0101-02 01-1031.01 i• , 76.0 I , NOX X0, OX, OXO 2'6" 2'8" 2'10" TO" 3'6" 2'8" + 1'0" Not Listed Not Listed 02-0109.10 COP-WL-MA0103-02 (Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + TO" + 'IT 17' + 2'10" + 17 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O ak raft AR a EK'" w......,.,n Nc%i eIMF.NOI.ASS EW.— GOONS ,+e..T••w.w ra".r— en", Dow• ApH 29. 2002 0., COnlinwnq p,Dgnm 01 pr00uq a00rOv W makes sDecilic~S. Dtsrgn ]ml 010 Ot1]A Su01PC11. CAange +n1h001 .0e C • 11ut rel, li"m Masonite International Corporal on Opaque Units 00P-WL-MA0100 02.` FIBERGLASS DOORS 6'8" Height — Outswing X X0, OX, OXO 2'0" COP-WL-MA0121-02 01-1031.02 r•, 76.0 1 NO 2'6" 2.8" 2'10" 3'0" 3'6" 2'8" + 1'0" Not Listed COP-WL-MA0123-02 Not Listed 02-0109.09 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 110" 210" + 1.2" 37 + 1'0" 3'0" + 1'2" 17 + 2'8" + 17 COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 17 1'0" + 3'0" + 17 1'2" + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak zaff AR k EK'" W n,•1- rein '1'<xrur<A FIMFNGI.ASS ENTkY GOONS Na.T."'^d {irr u Frnry Doer+ Apr1 29. 2002 Our.Continuing program 01 prddutl irllprOv eM makes SMilirations. design and oroducl delall SIDP 110 Cnange wilnoul notice. a(/) E•<I ur rely born n pu y Oo • Masonite international Corporation Opaque Units u` _•COPVL-00100 02 FIBERGLASS DOORS 8'0" Height — Inswing 2'0" Ml IT COP-WL-MA0106-02 I T ( 02-0109.08 Application Filed) r• 1 70.0 1. 'I NOX 2.6" 2'8" 2'10" 3'0" 1 X0, OX, OXO 3'6" ullll1 1 2'8" + 17 Not Listed 1 I COP-WL-MA0108-02 Not Listed r 1• r 02-0109.08 Application Filed) I 55.0 11 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 37 + 'IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2.8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 8 PA203. ttttttttttttt raft EK" 0 ak t r<• .a A F 111 I:Nf.1.T1.< FNrMY nOOltt -I .u,.a r—'4. tmry Dm ADO 29. 2002 Our DOnnnumD DIOOram 01 Droduel im DpMemenl makeS smi iC21-S. Ots.p" a"0 Droducl Oelarl WNW to chance w1100u1 n01Ke. Masonite international Corporation Opaque Units 00ML-MA0100.02 _. FIBERGLASS DOOMS 8'0" Height — Outswing X X0, OX, OXO WidthI 2'D" 1 COP-WL-MA0126-02 tl' 02-0109.07 Application Filed) t 1 70.0 1 NO 2.6" 2'8^ 2'10" 3'0" 3'6" 1 1 2'8" + 17 Not Listed 1 1 COP-WL-MA0128-02 Not Listed ll' 02-0109.07 Application Filed) 1 1 1 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 17 17' + 2'8" + 1'2" 1'0" + 2'8" + 'IT 1'0" + 3'0" + 1'0" 12" + 2'10" + 1'2" 17 + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft ARC EK' F IN 1'. Il(:I_. NC F: W1'M, 0C). itS —T..— rp•rata" Envy Doe_ April 29. 2D02 Our conlinurng DroOram of product improvement makes specifications. design and product delait SUDlecl to change withoul notice. E.<lufrr rly Iron n O• Masonite International Corporation X Unit 6- TYP. 1 UNIT 8'0"UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. t 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. t tTopt 1111 Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment_ The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. f.crur.r y roT f April 29. 2002 Masonite International Corporation Our commwng Program dt Drddua un DnDYernent makes Speokalons. despn and Drod,0 detail suD W to cnange wdnout n0t2e. - XO or OX Unit t:MID-IIULMR0003 02. SINGLE DOOR WITH 1 SIDELITE 3' NYR 6- CL TYP. TYP. TYP. i UNIT 8'0" UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. Millr 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. r t 1 1 r 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA 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 k8 and #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 91 Apni29 2902 Masonite International corporation 0"' Conn .. 11J40111 W 010.0 n::l'J,cmenl m Mts s4CC I Ce1NnS. Rsgn )nt dm,l Su01Kl 10 MINI -4r0- -"Ct. MIDWL-MA0004=02 F'' Unit SINGLE .••- 6' 3• 6' TYP. TYP. CL TYP. TYP. UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. r_ 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. r t ITT• r i I I1 Width of door unit plus 1/2" Height of door unit plus 1/4" 1 t t t t 1 t t 1 t r Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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. in E.<lu.irrly Iron April 29 2DO2 Masonite International Corporation Ow conlinu Q ;IrVUr Urn VI Vr Wrr:: r nil"tl n1VYr,5 Sllfcrlrc)INn•. Of>rpn JUC Ur Voocl d-4 SUUIKI Io :r, "Y' -1h..1 .VI.- MID-WL-MA0005 `02 Irdl DOUBLE DOOR WITH 2 SIDELITES 6• TYR 6'8" UNIT 8'0' UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member • Width of door unit plus 1/2" 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include H8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/Af & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. n April 29. 2002 Masonite International Corporation a, conlinumo p,00nm of p,odvO notovement makes SwA,(31,ons. dcsion Ind pnoducl d6I.1 s"oleci ,0 -h.., now., XX Glazed Inswing Unit APPROVED ARRANGEMENT: FillF0 lit!COP-WL-MA0142p=02 - FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". r Double Door Maximum unit size - 6'0" x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep 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: m as00oo D0 000000 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 0 El 00 00 00 00 00 00 f05 Series 106, 160 Series' 129 Series' 12 RA., 23 R/L, 24 RIL 107 Series- 108 Series 304 Series Series' This glass kit may also be usea in the following door style: Eyebrow 5-panel with scroll. Oak raft AR -k EK- E"' ' • Y I IU1: N(LASS I: N'1'N 1' UOONI Nen T .u..E r4e.N.v Emry Ueo.+ L PREMDanK El Masonite International Corporation April 29.2002 Ow comimmng mognm 01 0,06V 1 .n3101ement makes somtkmans. des.pn and oroduct devil subject to cnange WOW —111 XX Glazed Inswing Unit ka 0P-WL-MA0142 02'- FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 404 Series 410 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, 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). ME LAINQ** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" w...,t. rr . LIUL-:LAMS LN INl'•I))I1N\—,.T.—. E_,r E•.", Doom April 29. 2002 Our C"1,nq oropnm of luodun improvement makes specifications. design and product petail SuOfrcl Ip cnanye wilhoul n012r. Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP- qL-MA0143-02 : k FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0- x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 ® 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass 4n may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft I InLNI:L.\S.l L'1'Ml' Un11N1 AR 1 EK' w.0ic•r lauE.nrrpoon PREM '::ir.ii.n.. C2%/1'li1iG'' m Aprll29 2302 0u1 "1 Or 11100V 1 DK 1Ki1g S. neign Jnd O'000CI Masonite International Corporation O110 1 fu lr:I IC :.^.rn Q w000V1 n01Kt. XO or OX Glazed Inswing Unit o COPWL-MA01,43 02 . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number'. Ramesh Patel, 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). J / &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 1 EK - 1'1u+-Te.wrW E-0.•Elau E:vE Oeo•. April 29. 2002 0m com,_w g Dr,am of prooutl _Dro,MD j makes spmiliaWs. oes:DD aM DroDUcr Deud svSRa ID cnanpe w ftw M", PREM a?(.l'/,, LCi- O.-ly D Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: ti 4 oiw COP,-WL-MA0144 02 ,i. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size - 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, Slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 on 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n 00 no 00 00 0a 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R7L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit n)ay 31SO be used in the lollowing door style: Eyebrow 5 panel with stroll. Oak raft AR EK" I u L NLA.\\ LN I.V JJ01)I S New e.w.eA I—.—Env)Oow. April 29, 2002 0u, con--ft Plod— of grOduet mg10v¢mMl makes SD¢UIiOhO^S. dPs'd^ )nd 01Oduet delay suolect ro c^unge _r,.w notice. lutir[ Iy Irom Masonite International Corporation F COP-WL-MA0144 02: , Glazed FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1 a ao on 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR k EKr` II__ n "Iv+turc.l I2IIILN(;LA1l r:i( IRV U()l)NJ Non.T•.n.M Fb—I.. Er Donn April 29.2002 Out continuing program or Droducl im Drovemenl makes specilical,ons. Design and product detail subject 10 change without notice. E.cjufrrely Iron r,. o Mason ite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WLMA0145 02 FIBERGLASS DOORS y.. O Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x ST". Double Door with 2 Sidelites Maximum unit size = 127 x ST 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-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: an 00 00 U 00 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series" 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series- 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raff AR k EK - F 11u1ire1y l e e MINI Nf:L:\ti\ I:NI N\' UOONti Non Te.wrW iL«F— Fmr)Dowi n 0.Y Doer• April 29, 2002 bw con,. wng DrOQ-1 Of PIDOud f0 ..eN mawes $P-I Ws. design and O'Ddun Masonite International Corporation a,. , 10.1c, f0 CDaDge ..M.1 DDIKf. OXXO Glazed Inswing Unit COPS= L 4MA0145 02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 0 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 77 f; a a a o 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft AR EK" V.IILNl:L I IS L.I N11)11)N ryw Te.wea Ea»,r,„E- D., April 29. 2002 ar c jn .O Dio0ranl of prod.0 xnorovement mates SDNd,ealgns. design and Drodw detail suojeCt to change witnoul notice. M aconite International Corporation XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6T x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 11111 00 on 822 Series 1/2 GLASS: 00, 404 Series Oak raft AR EK" FIBLNGLAS) LN'I XN DOORS Non..nMW iawr la.a Env, Door April 29. 2002 0., conhnu!" yogum or produa imp,o,ement nukes spaitkatuns. design and p,odua detail suttiect to change without notice. a 108 Series PREMDa:x(:/ :,El l ij Ov. Masonite International corporation XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft M _4 ECEN lµ.,,L Tc.io,ad l if l:Nf:L \.l.Ln:I NI I)11)H.l Noo.T.wrW Lprrlan Eov, Door. April 29, 2002 our COnli0wn0 DroDrDm DI D,Od-1 -D'Ovemenl makes SDECi1l"IpOOS. Oes,g. and product Mai, Sub,10 TO Change +•'i1h..1 notice E.f lof Orel, loom I - sonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP`WLMA0148024 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8T. Single Door with 1 Sidelite Maximum unit size = 6'0" x 8'0" Design Pressure 40. 0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD- WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed —see MID WL-MA0003 02. APPROVED DOOR STYLES: 1/ 4 GLASS: 010 oa ao 822 Series 1/ 2 GLASS: 0 00 404 Series Oak raff AR k E'" PIp1:. N f.l.:\U li pl'H\' UrHreS raw,-R.weA fA..r•,, f rOw•+ April 29. 2002 Our [ om nwn0 program or pro0up m,p,ovcment mates Spttd¢ai ons. des0,04.0 pei+, sw ecr io cnan0e .vdnoar nonce. E 108 Series f.<I f:rely Iron Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: q COPfiwmv148 300 Series 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 Oak raft AR EW w,.r.L ra n F50LM(:LASS LN'I"KY `Dl)()NS Non-T•. u.M fasv.al•v Env, Dow( April 29, 2002 Our commuin0 program of D,oduci .mproYemenf makes Sp-IiCa4pns. design and product ocua sub,,ct to coanoe wnnout nm.ce. f•cl Irvely Iron PREM GVR ,. //..i;,, am0•IIYr 000.. Masonite International Corporation XO Glazed Inswing Unit APPROVED ARRANGEMENT: COP WL MA0149__."02 810" FIBERGLASS DOORS q 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9•o' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA 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: 11111 as 0o 822 Series 1/2 GLASS: 00 404 Series Oakraft AR 0 EK" I Ic.u...l I In E.'aLA\1 LY"I Na' 110—.1 N T...n i—g—Envy Dow. 1-1 108 Series Ap'it 29. 2002 Our commuing pfog,a of M00uCt a ,Ovtmenl makes sOK I,caj ons. design and product devil subject 10 ehanpe W11hOul nW,Ct Masonite International Corporation 3# COP-WLr;MA0149-02 Glazed Inswing Unit 81011 FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 7: 7 a3 d' w 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" r.(1.,i.e T 1,•m W ,. ,.,I. er• n T•alur<.1 aFIDIRGLASSLN'r-y DOORS -T..- Fb..au,r Every Dow. Mn"' /J oPREM.. G,i,/i. / April29.2002 Masonite International Corporation Our continuing Program or product improvement makes specifications, design and product detail TuDitn to cnanoe w jt,oul notice. 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 111,41 O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size =12'0' x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASIDE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: DID 00 00 822 Series 112 GLASS: E 00 404 Series 108 Series O ak raft AR EK" E. rer,..rY r eT I I If I: N(:L,\til l:N I N 1'TUe)t)Hl NokT.wrN r-0w0.r. Env)Oeon n O..• y De . April29.2002 Masonite International Corporation Ow conrinwng Drogram or Drodun .no,o—rnr mares soeciticarions. devgn and DrodVcr deu,r sublet, r0 change w.,hour nObce. C0PS:WL7MA0150 02;' , ,= Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR' EK' E.ffu)i.eir E.w, DowiREMD Z,,11,1,l l C/' p1—g— Masonite International CionApril29. 2002 Our comma." program of O10010 '/ pD em,m makes s"cificai—S. design and WO W deug woiec' to change wnnout nmce XX Glazed Outswing Unit APPROVED ARRANGEMENT: O COP-WL-MA0162-02' e FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size > 6'0' x 6'8' Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: can 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 .00 00 00 no 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the lollowing door style: Eyebrow 5-panel with scroll. Oak raft AR' EW 1 `I II I: M(l •\\\ L1'I'N\' I)! o., nlon.ir. —rEe f—f.,"13— April 29. 2002 0,1 CO-11- 9 D•G912M DI DIDduO a a9 emenl Takes SDeo1K]ja s. DesroD aid 910d.0 f•<lu.i. <IY Irom Ow. Y De Masonite International Corporation XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa all 404 Series 410 Series 109 Series 114 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31132" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraft ARkE 1:.. L.1;L1.S.1 LN I — DOOKS April 29.2002 Our c-1—mg 0,00 ram Of O'OduC mP1Ovtmen1 makeS SMO.CatiOnS. design and D'OduCt dlla.' 10111, 10 0anQ' wA.0 "01K1 Masonite international Corporation XX Glazed Outswing Unit 1 8'0" FIBERGL_ASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0- x 8V Design Pressure 47.0/-47.0 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-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 0o 822 Series 1/2 GLASS: 00 404 Series Oak raff AR k EK " nfc n 1: IIILRGLASS LN'r HN'YDOORS Non.T.. o..W E-". Envy Door April 29. 2002 Ow conlmwn0 oroq— of Poo- oes Nn and wod,ct dean so0jecl to cnande -1houl nObce . 108 Series o• Y o. Masonite International Corporation N 3 4.4Rf /24 GA. STFFI SKIM ( INTERMEDIATE STILES FOR Ig' WIDE DOOR. i AAND UREEYNANIETAOn-IESt E (AOi.D rw`cExr a) UTES REV. N0. i OPTIOt4AL sse cuss oR 1/E• ACRYLIC 8-8) AVNL1°L[ A t 77 (SEE SECTKNI R-e) Y FP, W 1 REVISIONS . DATE: ECN NO. APPVD: DESCRIPTION 11/00 i - i MWW OTY (1) WAS (2) FOR TRACK BOLT 20 w WN. ENO SMES ATTACHED TO DOOR HORIZONTAL TRACK SUPPORT BY SKIN WIT. PATENTED TOG-L-LGC SysTEM DOOR INSTALLER (TO SUIT) TOP. BOTTOM k CENTER). NEW W ..: 13 w W.V. STEEL rU0 BRAO<ET. EACH fASiENED TO WOOD -Me WIM J) 5/i611-5/g' WOOD UL SCREWS. q ` LISTED t9M- DOUBLE RACK N f0-->:.,.., LOW HEADROON IS xt C , AVAILABLE AS µopT10 VILW •C" p DOOR LLL]]] 11 8 [HEIGHT 1' 1 ) uIN TRACK -, ELEL SSA: .060• a yAA Inj, ti WCJ( P0511WN J j (BOTH SIDES) Q c. TY'P. 1-I /z'.Iz w GALvSTEEL TRACK BR"BRACKETS. Q1 11 TWO PD"R ImoNG W (.) rRscK BRACKETS PER' SIDE. O i REPORT#9606C UR TOP BRAGKE EAE HORIZONTAL GA. U- 8AR5 W A 2TION. OOu9 3;.x. PATTERN (I{, TWO U- 1 1(WI NF VELMZON BOTTOM U-SAR SECTION, ONE . ET ON NEXT SECTIONETC.) LOCATION OF /14x5/ 8' SHEET METAL SCREWS OPT) DNAi-,vm A OPTIONAL OUTSIDE KEYED LOCK POWIDN NAK. DOOR WIDTH - Ia'-0" WCIO EI NATK]NC a O NOTE l I/4'.3/4' SELF TMPW0 SCREWS. E$ .LLYB ATTAGI ENT {R gl n i 14 f_FND H INSff tB f IN1TR I.H(`i DOORSUPi0 ]'-0' HIGH CONSIST OF ((4) $ECIIONS (SHOWN)). FRONT rRAME WIM U.V. I/2 J VB SCREWS ON 19 CENTERS, It 0.0. NIN. bE1y NFW • C DOORSOVER ]'-0' MICR CONSIST Of (S) SECTIONS (NOT SN(h'M). 'I COATING ON OUTSIDE SURFACE WASNEA RADUIREO. UK: SCREW$ MAY eE CWNIER4wK BUT NOT REOORED) TO PRS 00 A TRANSFER LOADSTOP MOULDING BY DOOR INSTALLER (TO SUIT) USN MOUNTING SURFACE. HOPo20NVLoPRDNOT2.6 YELLOW PINE JAM8 20 Cl IN. W.V. STEEL END STILE 2 THICK 558 CLASS OR OPDON 10 cCREW MOLDED INSIDE J I/°• 'ImK 20 w CALV. STEEL INTER. STILE IJfE RETAINER SECn P-B 25 WMIN. STEEL /g.1/ 4' PµMFM SCREW 12 W GN.V.7X-E- 8RACKET.ArrACHRAfJ( SKIN COALED Wtt1N L-40 uwSCREWS PER llfE) BRACKETSF,MLgJ CAL1lwGBAKNONOtS Ofl 21CF1VfERS WiM ONE3CREW µ0 ABAKA PLI POLYESTER °LOCK) OR 24• CENTERS 2.000 PST MIN. (CONCETE)OR2KEf.wT APPLIED f0 BOMSNAPLATCHENGAGES1/ xiAPCON I]-1/2• CENTERS (2,000 ]/IB' I.O. ROUND PVSHN iSIOCS D< STEEL SKIN. 12 wGALV. STEEL TOP ONTO VERTIGL TRACK. P51MW' CONCRETE); WASHERS WCLUOED wtfll FASTENER (ONE PER ROLLEt)R BRACKET' EACN ONE SNAPLATCHONSLEE'YE 'YIC110R5, 1 0.0. YN. WASHER REOUNtED 18GACN.VSTEELNfETN8RACKEfATTACHED W/(4) WTM TAPCONS. ANCHORSMAYBEHERFRWR2" GLLV STEEL TRACK D 70 FASTENED TO INTERSTILES 114.3/a• SHEETPETAL INTER. ST1lLEACHSIDEOFPOOR. 12 w CALV. SfEq TRACErs. i' 71E V, ENO¢S'1 `$EACH W%sI11.5/SHEP METK SCRSHIP llP JONrs. (BUT NOT PEOUIRED) roPRO'AOE ARU,WOSCREWS. MOUNTING SURFACE. NOPoZONTAL JAIN85 DO tqfiRAfJ( ATTACHE TO EAI(ET IaS//B'ETALSCRSiRµ3rER LG40. WITH ONE 1/413/°• NUTWCSCREWSPERENOHINGEOUrsIOEALE - OR TWO 1/4•ETS, 14 w GALV. STEEL ENO ENO ENO HINGE. CACH STILE STILL 2' OW SHORT STEM, 10 BALL STEEL ROLLER. FASfENEO TO ENO INTER. "a CONMRATIONMARKWESiERFIELD, PE, S RLES W/( 4) /14.5/ a' IN.IOE HANDLE SRLE PRFPNUaQu of BS BY OTHERS sEcmjI _G aORIVA P.E. 148495 SHEET METAL $CREWS 20 GA.. C v SIECL (4) 1/4'.J/4' SELF OUMa KEYFn IOf NORTH CANOUNA P. E,/2J832 uIN. TEILD STRENGM: 50 KSI TAPPINCSCREWS. -_- I T H LOCK BAR cNAP 1Vy OpDON ENGAGES w J' OUTSIDE 1 TRACK ID NOTE 0 2. ME DESIGN OF MESUPPORTMM. STRUCTURAL 2 a 20 w PATTERN STEEL U-BARS EHD SLIDEBOLT HANDLE DOOR.SIDE RECORD fOMR 7t g srewiraF ME PROFESS"OLL DESIGN LOADS: +24.0 PSF & -24. 5 PSF w A z-I-2-I PATTERN (LE. Two u-BARs -0OF TEST LOADS: +}6.0 PSF k -}7.0 PSF r ON BOiTOu SECTI(NN, ONE U-BAR ON NE%r LOCK ENCACES T1115 R BUILDING CODES FOR ME LOADS USTEO ON awp [n.Wtws ARE y9KLp N TUC 1 SECTION ETC.)). EACH V-BARATTACHETRACK. ONE RAlsrn SC'L (011pi ). PART NO.: - WEM I/4'.L/A ONtTAPPINGSCREWSLOCKONINOTICEURI441StatedOth4.W144 IDEAL 312 Walnut A ; 1600 PER mLE LOGTION. EACH SIDER'M'O°'Y 'IN0""OD0" Cincinnati, OH 45202 OF DOOR. « KzoPAY euazaNc PROOlICiS a. TOLERANCES an i. wnt4'.I4d Mr4iI Wy ,,,4I. a,t FN. No. 1-513-762-3519 $ t:[J)oD A -A (SLOTNt`WI MSIifF slnF ppKi a O aI' • d.0 . t.OS °us°gw goapAit7. fm No. I-511-J62-3519 Lf)K OPIONOPiKIN LJ w FxV. STEEL BOTTOM BRACKET. « IN4„e R, pA4r .4N+.,L F4aw4 L. .OHO i.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD oe.... w. mtl4. ATTAGIED WIM (2) II{RS/a• SHEET METAL SCREWS. / 94luiry Iw 4ry aamaR4laerMM .D00 . t.005 HrMiri wEA H ERSyfRIP. / Z ' a.. 4 r.-Au,q Ilw«,.,,. .0000 t.00t DRAWN BY: BMM DATE: 4/18/00 SCALE: Nis DWG. j` Jl mire A le Degree.. t 1/ 2' CHECKED BY: Mww B Proiiectiogn - UP144. stot4a om4KW;.. DATE: 4/18/00 SHEET 1 OF 1 SIZE OINENSIONS ARE IN WCHES. DWG. NO.: 11 02138 REV. NO. 1 f, : L .L, 1.% •..i N' I 4 1 `. ) I l ID l2m A m MuuLL' tDKJ1 (15 VA ST L SKIN) MODEL: 4RST (24 GA STEEL SKIN) ATTACHED W/ TOGI)L' LOC M(TOPT& BOANDURETHANEADHESIVE (ALONG CENTER xv o W LOCATION OF M OPTIONAL VENTS --•— A OPTIONAL OUTSIDE KEYED LOCLK POSITION MAX. DOOR WIDTH 9'0" j O /14x5/8- SHEET METAL SCREWS 3 OPTIONAL DSB GLASS OR LISTED I 8' ACRYLIC LITES AVAILABLE EE SECTION B-B) 20 - MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM y- A TOP, BOTTOM & CENTER). REPORT#9606C 25 GA MIN. GALV.• LOCK POSITION BOTH SIDES) STEEL SKIN COATED WITH A BAKED -ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, ONE 3" TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE StjnF BOLT LOCK OPTION O NOTE 1: ( )) J DOORS OVER07 - O0.H CIHHCONS STSOOF(5S )SSECTIOSS(tSOTOW4ND. 00 O 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES T_8 C.A. INTERMEDLATF HIN • 14EW 'R- VIEW "C• 2.6 YELLOW PINE JAMB 12 GA. CALV. STEEL TRACK a/ BRACKETS FASTENED TO WOOD JAMB-/ WITH ONE 5/ 16'x 1 -5/8' LAG SCREW PER TRACK BRACKET. 2" GALV, STEEL TRACK FASTENED TO 2 GA. CALV, STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT OR TWO 1/4" CIA. RIVETS. 2 1 REVISIONS REV. N0. ZONE: I DATE: ECN NO. APPVD: I DESCRIPTION 1 A4 11/00 MWW OTY (1) WAS (2) FOR TRACK BOLT 2' TNICK 3" TALL BAR 20 CA CALALV. STEEL HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 1- 7/T 16 GA. GALv STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED w/(3) 13 GA. CALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16'xl-5/8' WOOD LAC SCREWS. 4x&/ 6' SHEET METAL UM DOUBLE TRACK P LAP JOINTS Q TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION 14 GA GM.V. STEEL O DOOR ENO HINCE. EACH $ HEIGHT "L" FASTENED To END STILES w6((4) /uxs/6' 6 —6 70 2" CALV. STEEL TRACK, 7 —0 76 SHEET METAL SCREWS SELFt] •L• SCR£ MIN. TRACK THICKNESS: .060" _ TAPPING S. r' 8 —0 88 a x3' TAIL x 20 GA CALV. i TYP. 2-1/2"x12 GA. CALV. STEEL TRACK BRACKET. STEEL U—RAR. ONE U—BAR Z 4) TRACK BRACKETS PER SIDE. PERSECTION. EACH U-13AR ATTACHED W WITH Two 1 4•x.T/4' SELF TAPPING a. SCREWS STILE LOCATION. LHR TOP BRA CKET DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DO B iRA VERTICALJAMBARAGHMNTWOODFReMEBIIIhS113CACALV, STEEL BOTTOM LOW HEADROOM ION 4BRA(7 Ef. ATTACHED WITH TWO n I/2 x3 LAG SCREWS ON 24 CENTERS. I' O.D. MIN. /uxs/e SHEET METAL SCREWS, WASREQUIRED, LAG SCREWS MAY BE COUNTERSUNK BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ALUMINUM EXTRUSION SSB CLASS OR OPTIONAL 10 SCREW SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. h HNrL wEArNEnsrRw• 1/8' ACRriIC LITE WINDOW IT EC STOP MOULDING BY DOOR INSTALLER (TO SUIT) r 20 GA. MIN. CALV. STEEL END STILE 20 CA. CALV. STEEL INTER. SECTION A -A (SIDE VIEW) S 710N B-B f9RTI - 4 AIJB ATTA HMFNT rr- l8x3/4" PAN HEAD SCREW g51 MIN GON RET roN K OR MOLDED INSIDE (10 SCREWS PER LITE) END 3/ 8 x4 SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER STILE C- 90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR 1/ 4'x4' TAPCON SCREWS ON 24' CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1' O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANg417 IHen 18 CA. CALV. STEEL CENTER HINGE. FASTENED TO INTER. STILES W//((4) 14 CA. CALV. STEEL ROLLER HINGES B14x5/8' SHEET METAL SCREW5. FASTENED TO END STILES EACH W/(4) 14x5/ 8" SHEET METAL SCREWS AND 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. PREPARATION OF JAMAS DY OTHFRS '--2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION / NOTE 2THE S TION - DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDNC OR STRUCTURE AND IN ACCORDANCE all WITH CURRENTBUILDINGCODESFORTHELOADSLISTEDONMARKWESTERFIELD, P.E. s j THIS DRAWING. FLORIDA P.E. 48495 NORTH CAROLINA P.E. 123832 4 3 OUTSIDE KEYED HANDLE INTE LATCH ENGAGES STIL VERTICAL TRACK. SNAP LATCH ON SIDE OF DOOR. END STILE INSIDE HANDLE OUTSIDE HANDLE fill XITRTO LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE_ KEYED LOCK DESIGNLOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH IQCI< OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. awo•I. i ow+x.cs wa sor Ixu NO ` UM... St. t.d Oth.Ms. 312 Walnut SL Sul. 1600 a CLOPAY euanllG PRGWGIS co. TOLERANCES an Cincinnati, OH 45202 IDEAL 0i:. 03 Td. Na. I-613-381 -48C0 Whm DOM OOavR Fox W. I-513-762-3519 INa ,eec. ^,.,' .. a,xt N 00 t. 015 000 m *. 008 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD G.niiry Ia any dom.a.a and Leased r. aMlnp Ll,.r.fmm. 0000 - i.001 Degrees 21/ Z' DRAWN BY: BMM DATE: 4/15/00 SCALE: NTS DWG. Third Angle CHECKED BY: Mww DATE: 4/t8/oo SHEET I OF 1 SIZE PrOjecUon — U.N.. Stote Otherwiaa DIMENSIONS ARE IN INCHt. DWG. No102137- REV. NO, 1 1 C IN 0