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224 Clydesdale Cir - BR04-0000047 - SFRFS= PERMIT ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102- Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CONTRACTOR ADDRESS 0 SUBDIVISION PERMIT # Au `41 DATE •C, PERMIT DESCRIPTION PERMIT VALUATION MAP SQUARE FOOTAGE c? S"77) Permit # . O % Job Address: r)a Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION v Date: Y' ' W n 09 A Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm FoQI _ Electrical: New Service — # of gMPS Addition/Alteration Change of Service Tempor* Pole Mechanica t. Residential Non -Residential Replacement New (Duct Layout L Egergy Calf. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required: for o,tlJtr W-,-,a %) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: _ address: Architect/Engineer Address: Attach Proof of Ownership & Legal Description) Phone: to License 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, 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 applicab)e iaws rc.Juliting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COgENCE NT MAY RESULT Ill Y01.JR I'ANTtIG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSUI f WITH YOUR LENDER OR A]\) ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. / — NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I sill notify the owner of the property of / requi Signature ofOwner/Agent such as Date / Signatu bl tjris pro erty that ma/befoun in the public record, ofmanamentdistricts, state ag ncies, or fcdeaal agencies. of Flo a Lien FS713. JAN 0 9 2004 ConmactordAgent Date RT G. DELL® RUSSO , Print Owner/Agent's Name t Contractor agent's ' GWAkA0A1 Signature of Notary -State of Florida Date Signature of No_:-v-State of Flnrida Ta Owner/Agent is _ Personalh ;Known to Me or Contractor/Ae:-: is Personally Known to Me or Produced ID Produce" . APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) (Initial K Date) FD: Initial & Dat. MY COMMISSION 4DO 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Fahlic undervriters CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 224 CLYDESDALE CIR for which.permit 04-00000047 has heretofore been issued on 11/06/03 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 (LQw complies with all the building, plumbing, electrica ning Ynd subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled -1$ -04 U DI`h E Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In-j-1q.04 Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage 3 o-o Maintenance Bond PUBLIC WORKS: Street Name Signs 3-4-4, Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE Street Paved DATE APPROVAL Street Lights Driveway FEES PAID DATE AMOUNT 12/15/03 12/29/03 11/07/03 1/12/04 11/21/03 11/07/03 11/07/03 11/07/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 224 CLYDESDALE CIR for which permit 04-00000047 has heretofore been issued on 11/06/03 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 11/07/03 279.61 01-POLICE IMPACT RESID 11/07/03 91.93 01-RADON GAS TAX FEE 11/07/03 11.88 01-ROAD IMPACT FEES 11/07/03 847.00 01-RECOVERY FD/CERT. PGM. 11/07/03 11.89 01-SCHOOL IMPACT FEE 11/07/03 1384.00 WD IMPACT:SINGLE FAMILY 11/07/03 650.00 SD IMPACT:SINGLE FAMILY 11/07/03 1700.00 22 . OWNER BUILDING OFFICIAL / DAM CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 3/17/04 04-47 224 CLYDESDALE CIRCLE BAKERS CROSSING D R HORTON TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering ( e, a gw s t4 0 Public Works Utilities Fire Zoning Licensing i/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) E 2u -7 9 , I [+ LJf U 3831oD CERTIFCATE OF OCCUPANCY PprO1/,L REQUEST FOR FINAL INSPECTION 7 SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 3/17/04 224 CLYDESDALE CIRCLE BAKERS CROSSING D R HORTON TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering []Fire AW-6lic Work Zoning Utilities Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) c CERTIFCATE OF OCCUPANCY { REQUEST FOR FINAL INSPECTI j SINGLE FAMILY RESIDENCE**** 1 DATE: 3/17/04 g I F PERMIT #: 04-47 1 j C;mtn E='- ADDRESS: 224 CLYDESDALE CIRCLE ti , , a w U BAKERS CROSSING CONTRACTOR: D R. HORTON CL " PHONE #: TOM 407-321-2797 W The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works L1 CONDITIONS: (TO BE Fire N/A Zoning N/A Licensing N/A ONLY IF APPROVAL IS CONDITIONAL) 5-06-203 7:09AM kum WrtJ:!0:•rs ..:,1 .-: ; nr.y,r,v,.+mare•.Y;(•:•,,,,oar.,:qn":,,:.:,,...........:........ .. •,.,..•._;.,. ., C[TV OF SAN FORD PERhIIT APPLICATION Daft. Permit st r Job Address: o' Description of Work: T I Historic District: ....7.nninR: Value of Work: S Permit Typc: Building,_ Elcutrical ' Mechanical Plumbing __ P'irc Sprinkler/Alarm Pool r Temporkry Poic kz lrlafrlcYL Ncw Service — # of AMPS 5V ZUD Addition Chane of ScTvicc _—__._ /Alteration 8 Ytechanfcal: Residential Non -Residential Replacement New (Duct Layout & EnerSY Cl'1e. Re9u'ted) Plumbingi New Commercial: a of Fixtures a of Gas — of Water & Sewer Lines lines— Plumbinp/New Residential: # of Water Clo;cis._ Plumblug Repair - Residential or Comrncrcial Occupancy Type: Residential Commercial industrial Total Square Footage. form requlrud for Other Innn X) Construction Type; of Stories: p of Dwelling Units: flood Zoue: , (FENsA Artaep Proof of Ownership rC LtgaLl Docri tlon) Parcel z: Ill I iL \ I VC Owncrs Name & Addrees: o ` s-y - LO1 J 7in i" Contractor Namc & Address: ke L r ` : Li irate l itcnsc Numhcr C Contact Person: Phone. & Fax: _ Bonding Compsny:-- AAdlcss: 41orlgage Lender: Address: • Architcct/Eri inecr: Phone. — Fas'. Address: -, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instill+non has conuncnced prior to .h: issuance of a permit and that all work will be perfnrmmeet toeetsunduds of all laws regulating FURNACES, OItLESRSnHE/ TERS TANKS,ca 0t ` permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS AIR CONDITIONERS, etc. QWNER' S AFFIDAV IT: I eertiry that all of the foregoing information is accurate and dut all wVfk will be done in complianoc with all apphic ble I.Awi Ngui:)1g constructionandzoning. WARNINO TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMF.NRE f MAYSUL'I IN YOUR. K-1Yi'G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAN FINANCING, CONSULT WITH YOUR LENUER Or:.S.^: ATTORNEY BEFORER1LC:ORDN0 YOUR NOTICE. OF COMMENCEMENT. N I In addition to she rcquirtmcnls of thin pormiL there troy he additional restrictions airlmlicable to this propcny Ourl nny be Iouno in tnc pu'ohc «:orris o` this county, and there may be additional permits rcquirod fmm other govemmcnul rnnnw +ueh as * m.no6rrsune ditt;e«, sate agrncies, or eerie .ri sz.rnc:ci. Acceptance of permit is vcriricution that I will notify thr, owner of the property of the requ1remcnL/c of itlori icn L-3w, FS7 I J. Uutc 5ign4turc ulCOnm.'mqa --' Datc Signature of Owner/Agent ai.V n _.I Print Owncr/ Agent's Nome InI CtmtractoriAgcndN c Signature of Nutary.$rar,; of Flnrida gnatureofN'unF!.ri t Ju.c t_ iwner/A, gax is.._.._ Pciiunplty Knnrvn n, M,• ur PruduCdtl Ih1 APPI. Ii'A1" 10K API'I(OVI.I) By: Illdl: - pcn;il Coodilinn:: -_•_ f,'vniractnr/A,, cnl ii l.r:n,;ily KnowT Iv ,11< ; Producrri IU -- n teal & Etc) iln;'a:: Uatc) Marie A. Zettlemoyer Commission #DD221380 Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc. FEDERAL EMERGENCY.MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION °CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Including Apt.; Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 224 CLYDESDALE CIRCLE O.M.B: No.3067-0077 Expires December 31, 200r,. For Insurance Company Use: Policy Number Company NAIC Number CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 72, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) . RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I SEMNNON NAME I FLORIDTE iSEMINOLECOUNTY120294 B4. MAP AND PANEL 67, FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202940045 E 4/17195 4117/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction' E Finished Construction A new Elevation Certificate will be required when construction ofthe 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/A1A30, 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 orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 ConversiordComments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top of bottom floor (including basement or enclosure) 30, 5 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o d) Attached garage (top of slab) 30. 0 ft.(m) 00 o e) Lowest elevation of machinery and/or equipment W W servicing the building (Describe in a Comments area) 30.0 ft.(m) E cd o 0 Lowest adjacent (finished) grade (LAG) 29.5 ft.(m) m o g) Highest adjacent (finished) grade (HAG) 30. 0 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above.adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST E E.1 ORLANDO FL 32803 SIGNATURE n DATE TELEPHONE I I A UfYil 1 r t. f 3/10/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 224 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number ISANFORDFL32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA orLOMR-F, Section C must be completed. - El. Building Diagram Number_(Select the building diagram most similar to the building forwhich this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor orelevated floor (elevation b) of the building is ft.(m) _in.(cmm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top ofthe platform ofmachinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys 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 forZone A (without a FEMA-issued orcommunity - issued BFE) orZone AO mustsign here. The statements in Sections A, B, C, and E are conedto the bestofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized bystate or local law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. j G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: _ I G9. BFE or (in Zone AO) depth offlooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments iFEMA Form 61-31, January 2003 Replaces all previous editions i PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 72, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE. CHAPTER 6, SEC. 6-7(A). BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 60 ; LOT 59 60.76S80'13'31,, 5 ENVIRpNMENTAL CON iROL 2q9 EASEMENT LOT 72 2\ ry y ry GRAPHIC SCALE 295 0 15 30 10.2' 10.2' jC LOT 73 w o.o'' N oN LOT 71 O N ONE STORY o 3 N d' 0 CONCRETE BLOCK m RESIDENCE xa l() o FINISH FLOOR u a N d- Z ELEVATION=30.46 N NEla .- 0 '- 0 COVERED M 20.0' ENTRY r' 10.2' CONCRETE' WALK IS- 1.0' 10 UT1L'Y^EASE ENr rv.;,;•: .,c... WALK ISN79'4g 48n -- OFFS 6p 83' W :31N RCHTROFEWAFJ 1 132.35' oi1ry . CERTIFIED EXCLUSIVE DOSE D FOR THE CLYpESpgLE 222.q 9006 _' D.R.H. TITLE COMPANY OF FLORIDA INC. TRACT „A CIRCLE _ FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA50, RIGHT OF WAY - CH MORTGAGE COMPANY, I , LTD. PC NOTE: 1. HAVE LEGENDBEENLFIIELDCVERIIFIEDNANDIANYCES INCONSISTENCIES HAVE BEEN NOTED ON THE BUILDING SETBACK LINE SURVEY, IF ANY. CENTERLINE 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY LINE SET/FOUND ON 03-9-04, UNLESS OTHERWISE EXISTING ELEVATION SHOWN. CONCRETE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LS LAND SURVEYING BUSINESS LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS PRM LAND SURVEYOR PERMANENT REFERENCE MONUMENT WAY, RESTRICTIONS OF RECORD WHICH MAY PCP PERMANENT CONTROL POINT AFFECT THE TITLE OR USE OF THE LAND. P) PER PLAT M). MEASURED 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND C/W FOUND CONCRETE WALK LOCATED EXCEPT AS SHOWN. s/w SIDEWALK 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 72 AS BEING N00'42'26"E PER PLAT. FIELD DATE:) 11-20-03 SCALE:-"' = 30 FEET REVISED: APPROVED BY: SJ JOB N0. ASM42639 DRAWN BY: FOUNDATION FINAL 3-9-04 CKB PLOT PLAN 09/19/03 SOO CP CONCRETE PAD CS CONCRETE SLAB CCS COVERD CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 AsFND NAIL AND DISC LB #6393 (03/09/04) OFND 1/2" IRON ROD AND CAP. LB 0393 (03/09/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR THE FIRM LIIAM R. M SCATELLO JR. PSM#4 28 DATE CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: z Description of Work: Historic District: Date: I I.1'ot -:) Zoning: Value of Work: S y y — Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — it of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/New Commercial: # of Fixtures 11 of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets rZ Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: it of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel It: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Je— 'n Phone: ContractADIVAN r(3 UMBING. INC. P.O. BOX 620027 7StateLicenseNumber: C_ ' . O J— d' 8 I QVItUO Phone & Fax: (407--66 2- -994 Contact Person: 1 '(- S v-,A\ Phone: Bonding Company: A NTAG , P.O. BOX 620027 Address: OVIEDO, El ORMA32762-0077 Mortgage Lender. (407) 366-3994 Address: ' If Architect/Eugineer: Phone: Address: Fax: Application is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perforated to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of'FI id aw, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Datc Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: MARTHA Y. HALL Contractor/Agent is Person lCrios4tT91k16,$18te of Florida Produced ID y GM, exp. Feb. 1, 2008 Comm, No. DD 258139 Zoninr: Initial & Date) (Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 10-03-203 9:52AM FROM Permit #: 1._JV 4 Job Address: P. 1 013 Description of Work: Historic District-, zoning: 'Value of Work: 5 -,514O4 L e cu vo r-yc. qqL PermitType: BuildingElectrical _ Meoh:{nical Plumbing Fire Sprinkler/Alarm Pool CITY OF SANFORD PERMIT APPLICATION Date: Electrical: New Service — # of AMPS AddidordAlteration Change of Service Temporary Pole _ Mechanical: Residential Non-Residendal Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Linty # of Gras Lines PlumbinW' New Residential: # of Water Closets plumbing Repair— Residential or Commercial Occupancy Type: Residential t- Commercial Industrial Total Square Footage: z Construction Type: # of Stories-, # of ))welling Units: Flood Zone: (FEMA form required for other ahan X) Parcel #: _ Owners Name & Address: 6 Attach Proof of Ownership & Legal Phone: l Contractor Name ,& Address: a 17!94 ui,' --Ze &rd f! Q1iLv Stutc License Number: 'e Lc' Phone & Fax: ~ — O-f.-_(JGuiact Person: i Phone:9.2 Y Bonding Company: Address; Ntortgatre Lender: -- _._.•.__„_ Address; Architect/ Engineer: Phone: J Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioointhisjurisdiction, I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify thar all of theforegoing information is accurate and that all work will be done in compliance with all applicxhlc, laws regulaing constructionandZoning. WARNINO TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y(W)t PAYINti TWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT, LTf E: In addition to the requirements, of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits requirtd from other governmental entities such as water management districts, state agencies, or federal agencies. ACceptancc of permit is verification t11.at1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713• Signstun of Owner/))Rent — Date Sicn;tture of Contractor/Apeut IDate Print Owncr/Agenl's Name Signature of Nolary-State of i-lorida Owner/ Agent is -----Personally Known to Me or Produced10 „ APPLICATION APPROVED BY: Bidq: initial & Date) Sr,, 63; Condition;; Print raetor/Agent's Name Dale gPot"rC otary-$late o(flo Uate o Bonny G Logan Contractor/ Agent is .JZPursonally Known to Me or , My Commission DD201651 Produced ID _ or nt0 Expires May 17 2007 Zoning: Utilities: FD: Initial & Datc) (Initial & Date) (Initial & Date) Uuun// o/ III A.noL. IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75676 DATE: BUILDING PERMIT COUNTY NUMBER: UNIT ADDRESS: TRAFFIC ZONEx "JURISDICTION: SEC: TWP: RNG: PARCELg SUBDIVISIONx... PLAT BOOK: PLAT BOOK P E: BLDCK: LOT: 7 ADDRES8:---------------------------' APpLICANT -__--___-------__'-_-------------_-_--_-__--_--_-__-------_-_- ADDRES8: ______________________---------_-_-__------_------------'-------- LANn USE CATEGORY: 001 - Single Family Detached House TYPE USEx Residential WORK DESCRIPTION: Single Family House; Detached - Construction BENEFIT-_- FEERATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DI8T SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit '$ 705.00 1 $ 705.00 ROADS ` LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 S ATEMENT RECEIVED BYo L m^ \ O» SIGNATURE: llLTPLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIONATORY/APPLI CANT : 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 DUl' i: AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, -LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR O[ CUPANCY. THE REQJEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO" CITY OF SANFORD BUILDING DEPARTMENT 3OO NORTH PARK AVENUE SANFORD. FL 3277: PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** 1 idal I. ill it alal of 6.4 1., ill Ili ho Y Mai li biit W llti it Hi a Val i irttl THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: Y2v R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PG 0390 CLERK'S # 20032002120 REMR%D 11/06/M. 3 WiVs13 PM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT aqa %1 Cbfplsptr -CrPrepareinduplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description ofproperty: Lot(s) 71, 72, 3, 4 and 75 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records ofSeminoleCounty, Florida General description of improvements: Single Family Dwelling CERTIFIED COPY Owner(s): D.R. Horton, Inc., a Delaware Corporation M R.YANNE MORSMAddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 CLEpK ail ii i;iil"! 111 Owner's interest in site of the improvements: Fee Simple 611 iws1N. FLORIDA Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: bAddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 WiT 20, Surety (if any): Address: Phone #: Amount ofbond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date ofrecording unless adifferentdateisspecified): D.R. Horton, n . 0 by: ___ J o ert . Lawson, Artant SecretaryCorporateSea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of &V K G 2003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on be a ' o t i-T—e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid o y ignature Z5FFI=X! PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION F-KR DULY 26"M Notary Seal CITY OF SANFORD P,'XRMIT APPLICATION Permit # o 7 Date; Job Address: Z .`/—-E c 9 t 0 ',w Description of Work: CQER, Historic District: Zoning: Value of Work; S ' son Permit Types Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor*y Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cbt . Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential _ l Commercial Industrial Total Square Footage: Z Construction Type: # of Stories: —A— # of Dwelling Units: i Flood Zone: FEMA form required for other thaw X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address Phone: Contractor Name & Address: t State License Number: TyPhone & Fax: J N "' R P Phone. nsBondinComangPYl i Address: a . .. .. . Mortgage Lender: tSpa Address: Architect/Engineer: Application is hereby made to obtain a permit to do the work'am +p;<'tatla issuance ofapermit and that all work will be performed to permit must be secured for ELECTRICAL WORK, PLUMB , AIR CONDITIONERS, etc. ion has commenced prior to the ion. I understand that a separate TERS, TANKS, and OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, them may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required ti om other gbvernmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe i ticatio at I will notify the owner of the property of the requirem s o Florida Lien FS 713. Si tune of Owifogent Date SiktaCfe of Contractor/Agent Date Zznrynt's Na Print Con >or/Agent's Na Staten lorida Date St atu o Nota - t E&-- 10 OFFICIAL NOTARYS L OFFICIAL NOTAR S :AL PATRICIA COULTON PATRICIA COULTON F k1. 9" to NOTARY PU91.1C ATE OF FLORIDA Pr '" 3 1P to or Con ctor(PQAdM rA1D)3Ar Vn to a orPr COMM PYOCOWOT25M EXP. JULY 26,M APPLICATION APPROVED BY: Bldgg 18`1 _ry LZoning; Utilities: FD; Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 140 Limited Power Of Attorney hearby name and appoint: Craig Couiton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and The Buildinc Dept, of: 1 Ij ap Gay ly tp I For a residential permit for work to be performed at: Lot # : `2. Subdivision :1 5 Address: 2a4 . . 0;. . And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd OBC055300 Contractor State Registration Number Signature of Contractor This foregoing instru nVas acknowledged before me this: Date: p By: Richard B. Ladd ( Contractor ) Who is personally kAowfi to me. OFFICIAL i A PATRICIA COULTON State of F orida NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 County O Oran9 MyCOMMISSION EXP. JULY26,200d Notary Public Signature I Notary Seal O D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #T2 23UBDIVISION: BAKERS CROSSING ADDRESS 2Zg Cry C=N 3- 17 L/ BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL 1/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS V UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT V// liri U6 le)leuJ CITY OF SANFORD BUZLDiNG DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT I, Two (2) recent boundary and building location surveys showing setbackspfromallstructurestopropertylinesforpermitforstructures (not fences) 2, Two (2) complete sets of construction design drawings drawn to scale, 0 Complete sets to include: Foundation plan Indicating footer slzas for all bearing walls. Provide stdo Amy detailspa. of theca footers with reinforcement bar roplaeoment. b. Floor plan indicating interior wall partitions and room Identification, 0 room dimensions, door, window, andlor opening sizos, smoke detector, locatlon(s), landings, docks and stairs. Bathroom fixtures and distances from walls are to be shown. R Note the Stato 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. FinishpfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. d. Cross sections of all wall sections to be used In the structure. Bearing0non -bearing inter and exterior. Show all components of wall section. 0 a, Framing plan for floor Joists whore conventionally framed. Plan to Indicate span, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. Stair details with troad and riser dimensions, stringer size, methods of9. attachment, placement of handrails and guardrails. o h. Square footage table showing footagasi S.F. Garagos/Carports ._ S.F. aPorch(s)/Entry(s) Patios) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 0 S. Other submittal Documents: a R. Utility letter or approval when public water supply and/or sewer system connection to be made. 0 b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Bivd,Sanford, F1(407) 665.3600. e. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNE"UILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footor 2. Underground, eloctrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintol- tic boaths - columns- cells 6. Rough electrical 7. hough mechanical 8. Rough plumbing 9. Tub Sot 10, Framing ill Tenant Separation / flrowall 12. insulation, wails and/or callings 13. Electrical final, mechanical final and plumbing final 14. Building final is, Other DATE SIGNATURE By OwnArAu ent) Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install Contract Number PVCHASER Name _DF Addresses P71 City/State/Z(p_ at, t=, Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed, 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS-. LoT -92-- / SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED. DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the described propertyduringthewarrantyperiod, Apex will, upon notification and inspection, arrange for the necessary repairs and pay thecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at no additionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLCOVEERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date ustomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and allapplicablerecommendationscontainedinliteratureprovidedbyDowElancot1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and a, during those years, Inform the Customer oft 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 PretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfororquarter (3mo period) payable on or before the end of the previous monitoring thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not gtoexceed 10% Peryear, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to main baitedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact, standingwater, underpiertypestructure, or as noted In "Special or Additional Comments". fain the areas) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the ootolr otso herwise aInto, onto, Apex of and thearea(s) baited. At no time will damage caused to any portion(#).of the Structure(s), even by an active Into, destroying. der' Insect Infestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotalterCustomersresponsibilityunderthisDISCLAIMER: COMPANY DISCLAIMS ALL OAR yy paragraph. INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY D SLAIWHE EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR W ANTES, OF FURTHER, COMPANY HAS MADE NO AFFIRMATION ARTY OF WORKMANLIKE SERVICE. RMATIONOFFACTORPROMISERELATINGTOTHEPRODUCTORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORCustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitrationtiUor o peTOrgaAN procEXPRESS d SSWnegligence, torts, personalinjury, death, violation of any statute, rule, or regulation, loss of use, diminution of v ARRANTY. compensatory, ihctdental, consequential, exemplary, g against Apex for event shall Apex be Ilable for any amount greater that amount paid by the Customer to Apex for the servicealoe, economic, p ry', punitive, liquidated, treble, or special damages if any kind, and in no. to be performed. 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 treatment may have and (2)it Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any -allergy or, sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS% The Customer understands that: All components of the Sentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use As Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco.or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex willt (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonshlp(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (PArtles) 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,, (S)retrleve, or advise Dow'Elanco'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)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installntion. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or 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 partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTIDEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merrltt Island, Brevard County, Florida, In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumul'ative, and (2) Interest shall accrue At the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement IsheldtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force Andeffect. CHANGE IN LAW. In the event of a change in applicable law As it pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyAnyreasonofdelaysIntransportation, shortages of fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other Act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)tertnite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have beenrepairedbyCustomersevidenceofreceipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the d(apute to the least expensive procedure of arbitration in accordance with the rules and procedures rotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and in accordance with and subject to All'thtprovisionsoftheUniformArbitrationActasInforceIntheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea, Thiproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wllbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shalt be conducted on an lndivld.A basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees Associated with the arbitration proeeedhig, ENTIRE AGREEEMENT. The service Agreement signed At the time of purchase constitutes the entire Agreement between the parties Anynootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement And brelievedofanyliabilityhereunderIfApexdetermines, in Its sole discretion, that it is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentineIncludingbutnotlimitt, ed to ro-inspection, whether the Inspection was rcqucstcPropertyforanypurposecontemplatedbythisAgreemenbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for it period of 1 (one) year from Its effective date, After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area508SPlumosaSt. 7006 Stapolnt Ct. #G Tampa/SarasotA Area Merritt Island, FL 32952 Winterpark, FL 32792 $314 Faulkenburg Rd N407.459.2847 407-858.0540 Tampa, FL 33510 800-929.2847 $88.764.2847 813.221.2847 877-459.2847 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 72, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 72 CONTAINS 6735 SOUARE FEET t THIS STRUCTURE CONTAINS 2190 SOUARE FEET f TOTAL CONCRETE 594 SO. Ft. t TOTAL SOD 3951 SO. FT. t BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LOT 60 LOT 59 s S80•13'31 „E 6/ ENNRpyMENTAL CONTRA Ze,"' LOT 72 r DRAINAGE TYPE A 10.2' 29.7' I :PORCH o LOT 73 ! w I 10.0' i 39.7' N N Q N I 17OPOSEDNI 49 FINISHED FLOOR , O e ELEVARON-29.6 59.3'I° u O I v Z I COVERED 20.0' ENTRANCE 10.2'- W 197, WfIVE. j 0' unc/rr EASEA, N79•4 , E n 0 LOT 71 GPHIC SCRAALE 0 15 30 g 48.. W Pi _ 60• 83' r - ryr$ 132. 3S. i nCEN EOF RIGNTRWAY SDqLE C1RC , 06. - TRACT LE _ SO' RICFIT OF WAY ` PREPARED FOR: PC DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO AREA OUTSIDE 100 YEAR FLOOD PLAIN. I BEARINGS SHOWN HEREON ARE BASED ON I THE EASTERLY LINEOFLOT72ASBEINGN00'42' 26"E PER PLAT, FIELD DATE:) SCALE: 1" - 30 FEET APPROVED BY: SJ JOB NO. ASM42639 DRAWN BY: LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB RIGHT OF WAY LINE POL XX X PROPOSED ELEVATION PCC POC PROPOSED DRAINAGE FLOW OR PD CONCRETE LLB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCEMONUMENTpiPCPPERMANENTCONTROL POINT PRC. P) PER PLATPTM) MEASURED TYP CALL) CALCULATED A/ C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALKRCPCONCRETEPAD CS PB PLAT BOOKCPGSPAGESR/W 50. FT. SOUARE FEET MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DEN0IES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORDLENGTH RIGHT- OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1- j v w . TELLO JR. PSM# 928 FOR THE I: MSM42MM42939. dwq. 9129I299.T T T:39:27AM fF4! M 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 Builder: DR HORTON Address: ' j 11) C_ + Permitting Office: City, State: `mot= i., »` r~ L ' / Permit Number: Owner: 'D F . kaT0e3 Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 b. N/A 5. is this a worst case? Yes 6. Conditioned floor area (ft2) 1760 ft2 c. N/A 7. Glass area & type a. Clear - single pane 271.0 ft2 _ 13. Heating systems b. Clear - double pane 16.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 1010.0 ft2 EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 270.0 ft2 _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 ft2 - 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, I I. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23852 PASSTotalbasepoints: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: c 3. M I hereby certify that this building, as designed, is in compliance with the Flo ' a Enerayode. OVUNER/ AGE Trri DATE: I Review of the plans and specifications covered by this O Ii1t5T.el calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553,908 oD FloridaStatutes. WS BUILDING OFFICIAL: DATE: EnergyGauge@ ( Version: FLRCSB v3.2) FGRM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPMPoints Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1760.0 25.78 8167.1 Single, Clear E 1.0 9.0 38.0 59.31 0.99 2239.3 Single, Clear E 1.0 8.0 18.0 59.31 0.99 1054.9 Single, Clear E 1.0 14.3 14.0 59.31 1.00 826.9 Single, Clear S 1.0 6.0 23.0 44.66 0.94 969.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 11.3 18.0 53.47 1.00 957.9 Single, Clear W 1.0 15.0 16.0 53.47 1.00 852.4 Single, Clear S 10.0 7.8 40.0 44.66 0.53 952.6 Single, Clear W 1.0 13.0 16.0 53.47 1.00 851.9 Double, Clear H 0.0 0.0 16.0 93.50 1.00 1495.9 Single, Clear W 9.0 10.8 40.0 53.47 0.59 1253.4 Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5 As -Built Total: 287.0 13001.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 270.0 0.70 189.0 Concrete, Int Insul, Exterior 3.0 1010.0 1.40 1414.0 Exterior 1010.0 1.90 1919.0 Frame, Wood, Adjacent 11.0 270.0 0.70 189.0 Base Total: 1280.0 2108.0 As -Built Total: 1280.0 1603.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior 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 Type R-Value Area X SPM X SCM = Points Under Attic 1760.0 2.13 3748.8 Under Attic 19.0 1886.0 2.82 X 1.00 5318.5 Base Total: 1760.0 3748.8 As -Built Total: 1886.0 5318.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978A Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 6978.4 As -Built Total: 188.0 5997.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge&FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 F~ SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1760.0 14.31 25185.6 1760.0 14.31 25185.6 Summer Base Points: 33355.9 Summer As -Built Points: 39250.3 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 33355.9 0.4266 14229.6 39250.3 39250.3 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 11920.9 11920.9 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FO'RM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1760.0 5.86 1866.4 Single, Clear E 1.0 9.0 3&0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 18.0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 Single, Clear S 1.0 6.0 23.0 7.73 1.01 179.3 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 11.3 18.0 10.74 1.00 193.2 Single, Clear W 1.0 15.0 16.0 10.74 1.00 171.8 Single, Clear S 10.0 7.8 40.0 7.73 2.03 626.3 Single, Clear W 1.0 13.0 16.0 10.74 1.00 171.8 Double, Clear H 0.0 0.0 16.0 4.91 1.00 78.5 Single, Clear W 9.0 10.8 40.0 10.74 1.08 462.4 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 As -Built Total: 287.0 3101.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 270.0 1.80 486.0 Concrete, Int Insul, Exterior 3.0 1010.0 3.80 3838.0 Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent 11.0 270.0 1.80 486.0 Base Total: 1280.0 2506.0 As -Built Total: 1280.0 4324.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1760.0 0.64 1126.4 Under Attic 19.0 1886.0 0.87 X 1.00 1640.8 Base Total: 1760.0 1126.4 As -Built Total: 1886.0 1640.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 367.2 1 As -Built Total: 188.0 470.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 01 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1760.0 0.28 -492.8 1760.0 0.28 492.8 Winter Base Points: 4812.8 Winter As -Built Points: 9252.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit = Multiplier Heating Points 4812.8 0.6274 3019.6 9252.1 9252.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 4060.2 4060.2 EnergyGauge'" DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 14230 3020 7692 24941 11921 4060 7871 23852 PASS EnergyGauge'" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A- Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-sto Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 !!SIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se crate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTO DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 y. RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project i o For: DR HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 34257 Btuh Ventilation air 0 cfm u_ Ventilation air loss 0 Btuh Design heat load 34257 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (f:2) 1760 1760 Volume (ft3) 14080 14080 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 188 94 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 55 Moisture difference 37 grub Sensible Cooling Equipment Load Sizing Structure 29973 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0.98 Total sens. equip. load 30344 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1250 Btuh Infiltration 2351 Btuh Total latent equip. load 4751 Btuh Total equipment load 35095 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.046 cfm/Btuh 87 % Bolr4l'allc values have been manually overrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVn9" htSC>ft Right -Suite Residentiai*" 5.0.64 RSR26016 2002-Mar-01 10:21:37 E:\FNes\DR HORTON 2002\1749\1749.rsr Page 1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floortypes a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 3 _ b. N/A Yes _ 1760 113 c. N/A 271.0 W _ 13. Heating systems 16.0 ft2 _ a. Electric Heat Pump 0.0 ft2 0.0 ft2 b. N/A R=0.0, 188.0(p) It _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1010.0 ft2 , R=11.0, 270.0 ft2 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1886.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed C9de compliant features. Builder Signature: 16 4 L'1' Date: 0 Address of New Home: __ U (. 1 / j)1= b f -( k)City/FL Zip: Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF:8.50 Cap: 50.0 gallons _ EF: 0.86 _ PT, NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar7mdesignation), i your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSBv3.2) RIGHT-J CALCULATION PROCEDURES X B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14080 W x 0.0167 = 188 cfln 2. Winter infiltration load 1.1 x 188 cfm x 32 OF Winter TD = 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ft2 Total window = 20.4 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14080 ft3 x 0.0167 = 94 cfm 2. Summer infiltration load 1.1 x94 cfm x 18 OF Summer TD = 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ftz Total window = 5.7 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/Ib moist.diff. x 94 cfm = 2351 Btuh Procedure 0 - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 29973 Btuh Sum of ventilation and structure toads = 30963 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 30344 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 37 gr/Ib moist.diff. = 1250 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2351 Btuh Equipment sizing load - latent = 4751 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldfiltalk values have been manually ovenrldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. RlghtSuFte Residential 5.0.64 RSR26016vvr'IC,i" tsc>ft E:\Files\DR HORTON 2002\1749\1749.rsr 2002-Mar-M 10:21:37 Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2666 MANUAL J: im to. 1 Name of room Entire House LIV/DIN LDY BTH2 2 Length of exposed wall 188.0 It 58.0 ft 6.0 ft 5.0 It 3 Room dimensions 19.0 x 24.0 It 7.0 x 9.0 It 6.0 x 9.0 It 4 Ceiings Condit Option 8.0 ft heat/cool d 8.0 Ill heat/cool 0 ft heat/cool 8.0 ft heaVcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg fte) Htg I Clg ft2) Htg Clg ft') Htg I Clg OF) Htg Cig 5 Gross a 14B 4.6 2.1 1290 344 0 0 Exposed b 13C 3.2 1.2 288 120 48 40 walls and c 0,0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a IC 37.0 173 6394 93 3437 0 0 0 0 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c iC 37.0 0 0 0 0 0 0 0 0 d 9C 38.7 18 697 0 0 0 0 0 0 e 7L 20.8 16 333 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0•"' 0 0'"•' 7 Windows and North 20.4 4'"•» 82 0 0 0 0 0- 0 glass doors NE/NW 42.5 169 7188 23 1435 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0- 0 SE/SW 56.9 98 5572 70 4246 0 0 0 0 South 0.0 0 0 0 0 0 0 0- 0 Horz 142 16 2275 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 18 265 179 0 0 0 18 265 179 0 0 0 b 11A 18.9 12.7 20 378 255 20 378 255 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 999 4603 2057 231 1064 476 0 0 0 0 0 0 exposed b 13C 3.2 1.2 270 851 316 120 378 140 30 95 35 40 126 47 wane and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1886 3172 4163 572 970 1273 63 107 140 54 92 120 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 188 4873 0 58 1503 0 6 156 0 5 130 0 Note: mom b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.41 5.7 3251 6621 IN21 113 23021 647 181 367 1031 0 01 0 13 Subtotal loss=6+8..+11+12 31143 10033 989 347 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 3114 10 OA 1003 10° 99 10 OA 35 15 Total loss = 13+14 34257 11036 1087 382 16 Int. gains: People @ 300 5 1500 1 0 0 0 0 Appl @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 27248 8773 1057 167 Less external cooling 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100/ 2725 100/ 877 106A 106 10 9A 17 19 Total RSH gain=(17+18rPLF 1.00 29973 1.00 9650 1.00 1163 1.00 184 1201 Air required (cfm) 0 1383 01 445 0 54 0 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w1r1jQ "1'CSOft Right -Suite Residential"' 5.o.64 RSR26016 2002-Mar-01 10:21:37AM- E:\Files\DR HORTON 2002\1749\1749.n r page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room BR3 BR2 MBTH MBR 2 Length of exposed wall 23.0 ft 11.0 ft 25.0 ft 27.0 ft 3 Room dimensions 11.0 x 13.0 ft 14.0 x 13.0 ft 11.0 x 15.0 ft 18.0 x 13.0 ft 4 Ceiings Condit. Option 0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat1cool 8.0 ft heaUo001 TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig ft') Htg C19 OF) Htg Cig ft') Htg I Clg ft) Htg C1g 5 Gross a 14B 4.6 2.1 104 88 200 290 Exposed b 13C 3.2 1.2 80 0 0 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 I - 6 Windows and a 1C 37.0 16 591 16 591 0 0 32 1183 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 0 0- 0 0 d 9C 38.7 0 0 0 0 18 697 0 0 e 71- 20.8 0 0 0 0- 0 0 0 0 f 0.0 0 0 0 0- 0 0 0 0 7 Windows and North 20.4 2 41 2 41 0 0 0 0 glass doors NE/NW 42.5 0 0 0 0 18 709 72 2837 Cooling ENV 0.0 0 0 0 0 0- 0 0 0 SE/SW 56.9 14 663 14 663 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 72 332 148 182 839 375 218 1005 449 exposed b 13C 3.2 1.2 80 252 94 0 0 0 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 143 243 318 182 309 405 165 280 367 234 397 521 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 11 285 0 25 648 0 27 700 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.4 5.7 16 3261 92 16 326 92 18 3671 103 72 14671 413 13 Subtotalloss--6+8..+11+12 2414 1843 2830 62N Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 109A 241 100A 184 10°/ 283 10 OA 623 15 Total loss = 13+14 2655 2027 3113 6852 16 Int. gains: People @ 300 0 0 0 0 0 0 2 600 Appi. @ 1200 0- 0 0- 0 0- 0 0 0 17 Subtot RSH gain=7+8..+12+16 1389 1349 1554 4819 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 °/ 139 10 ° 135 10 155 10 ° 482 19 Total RSH gain=(17+18)"PLF 1.00 1528 1.00 1484 1.00 1710 1.00 5301 20 Air required (cfm) 0 71 0 68 0 79 0 245 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsofit RigM-Suite ResidentiaiTM 5.0.64 RSR26016 2002•Mar-01 10:21:37 E:\Files\DR HORTON 2002\1749\1 749. rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-397109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 w MANUAL J: rtn to. 1 Name of room FAM KIT 2 Length of exposed wall 0.0 It 33.0 ft 3 Room dimensions 13.0 x 17.0 It 12.0 x 21.0 It 4 Ceiings Condit. Option 8.0 ft heaVcool 8.0 fil heaUcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Ctg W) Htg I Clg ft=) Htg Clg Htg Clg Htg Cig 5 Gross a 14B 4.6 2.1 0 264 Exposed b 13C 3.2 1.2 0 0 walls and c 0.0 0.00 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 6 Windows and a 1C 37.0 0 0 16 591 glass doors b 8C 37.0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 d 9C 38.7 0 0 0 0 e 7L 20.8 16 333 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 glass doors NE/NW 42.5 0 0 56 220 6Cooling E/W 0.0 0 0 0 0 SE/ SW 56.9 0 0 0 0 South 0.0 0 0 0 0 Horz 142 16 2275 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 208 958 428 exposed b 13C 3.2 1.2 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 221 348 456 252 427 561 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 33 855 0 Note: room b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 20.4 5.7 16 326 921 56 1141 321 13 Subtotal loss=6+8..+11+12 1006 5452 Less external heating 0 0 Less transfer 0 0 14 Duct loss 10°/ 101 10 9A 545 a 15 Total loss = 13+14 1107 5997 16 Int. gains: People @ 300 2 600 0 0 Appl. Q 1200 0 0 1 1200 17 Subtot RSH gain=7+8. +12+16 3423 4717 Less external cooling 0 0 Less transfer 0 0 18 Ductgain 10° 342 10 472 y o 19 Total RSH gain=(17+18)"PLF 1.00 3766 1.00 5188 20 Air required (cfm) 0 174 0 239 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. gt wr.ghtso t Right-Sulte Residerdial- 5.0.64 RSR26016 2002-Mar-01 10:21:37 AME:tFilestDR HORTON 2002\1749\1749.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 47.4 38.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 5.0 3.0 76.4 18.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 7.5 6.8 76.4 14.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 62.4 23.0 0.0 LDY BTH2 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR2 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 MBTH d n ne a c n 0 d 1 1 90 1.0 1.0 4.5 6.8 39.4 18.0 0.0 MBR a n ne a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 39.4 16.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 8.0 5.0 39.4 16.0 0.0 b n nw a c n 0 d 1 1 90 1.0 10.0 1.0 6.8 39.4 40.0 0.0 FAM e y s a c y 0 n 0 2 0 1.0 0.0 0.0 1.0 142 16.0 0.0 KIT a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 b n ne a c n 0 d 1 1 90 1.0 9.0 4.0 8.0 39.4 40.0 0.0 C VVrjg 'l'tSOft Right -Suite Residential^' 5.0.64 RSR26016 2002-Mar-01 10:21:37 COCA E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 Mutt have 3' both duct to roof Cap," qi/Fan 10.6 l.cd ` 60 t 12x12 i.ctl 5• 8.4 I.cd 10 14.14 rag 4- IOx6 l.cd 60 L 1 _ 9/ 14• 1242 l.cd IO40 rag I V i 14x8 l.ctl to rr f cap t 165 4xi4 rag 7 IOx10 rag 6240 i 7 m isu B' n olN I Ia6' x 14xB 4• I i 215 B• 3' bo h duct to roof cap ion A/CPAD fY t[ole o-, 18.13 plen 42X42nA/C SLAB 14.8 1,Cd 3-5 ton ./5k. 2240r 1ph BY BLLR MIN rm215platfoby 2' FROM WALL bldr in clearance of 4 Inches arowd the air honceer per the State has an value. Rating lul oa—— Kl Q K S N m V z NQ O (tj O Y F C6 o 0, 0 p o r N m w > z nz oiii3 5 . J O 3 Q ma_. J(n0© lYl1 MiTek' February 5, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 333314627 USA Fax (954) 680 4395 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 : I4277162 thru I4277179. Total: 18 drawings. Job ' J : DR1749A -A(3 Builder D.R. HORTON Location :BAKERS CROSSING, LOT Z—'i Z County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: i r Junaidie Budiman, PE 1) 18 Truss drawing. 2) Truss Index. February 5, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. I. TRUSS INDEX OF JOB DR1749A V Trusses included=18 0,"\DR1749A\a.tre" 14277162 1,"\DR1749A\aI1Are" 14277163 2,"\DR1749A\a43Are" 14277164 3,"\DR1749A\a15.tre" 14277165 4,"\DR1749A\a17Are" 14277166 5,"0R1749A\a19Are" 14277167 6,"1DR1749A\a7.tre" 14277168 7,"\DR1749A\a9.tre" 14277169 8,"\DR1749A\agab.tre" 14277170 9,"\DR1749A\c.tre" 14277171 1 0,"\DR1 749A\cgab.tre" 14277172 1 1,"\DR1 749A\d.tre" 14277173 12,"\DR1749A\dgab.tre" 14277174 13,"\DR1749AN.tre" 14277175 14,"\DR1749A\k.tre" 14277176 15,"0R1749AU.tre" 14277177 16,"\DR1749A\m.tre" 14277178 17,"\DR1749A\s.tre" 14277179 IS B Q i ir • P10r 45161 • ilk STATE OF •. ZORI December 19, 2002 AwA mlNo - voft desdyn par+ametere and Pz" morxs or rms awn R6vRRss smt5 BzroR6 um. ••® Design vatd fof use only with MRek connectors. This design is based only upon parameters drown, and Is for an Individual building component to be Installed and loaded vertically, Applicability of design pafamWeis and proper Incorporation of component Is iesponsibilry of buildingdesigner - not puss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblilfy of the erector. Additional permanent brbcNp of the ovefaS structure Is the fesponsVoMy of the building designer. For general guidance Iegalding fabrication, quoMy control. Storage, delivery, erection and bracing, cornull OST-55 Quality Standard, 0:1-89 ,racing SpecMballon, and HIS -oil M Tek® Handling Installing and Bracing Recommendation available from Dust Plate Institute. 583 D'Onohb Dflve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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 tabWar plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 0 ac 0 x U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85.75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1691, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. e MiTek® PANETM FORMdra, olo-w n /'/y$Dt IAC$ CLIP L t, GeneralSafety 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, N no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional ' engineer. 15. Care should be exercised in handling, erection and installation of trusses. 0 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON Ir 14277162 DR1749A A ROOFTRUSS 18 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:56:20 2002 Page 1 1 0 q 7-0-9 13-5-4 19-10-0 26-2-12 32-7-7 39-841 40.8 p 11-0.0 7-0-9 6-4-12 6-4-12 64-12 6-4-12 7-0-9 1-0-0 Scale • 1e7.2 54 = 5 5- 12 3.4 5 3x4 4 8 Sx8 ' Sx8 3 7 a 2 a _ 1 B d ld Us = 14 13 12 11 10 3.8 = 10-2-14 19.10-0 29-5-2 39-1-0 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets KYY 2:0-4-2 0-1-8 3:03-0 0-3-0:0-3-00-3-O8:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.28 12 >999 M1120 249/190 T DL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.61 10-12 >764 BOLL 0. 0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.16 8 Na BCDL 10. 0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 194 lb LUMBER BRACING T °OP CHORD2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-13 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (Ib/ size) 2=1936/0-8-0, 8=1936/0-8-0 MaxHorz 2=222(load case 4) Max Uplift2=- 1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=-3676, 3-4=-3316, 4-5=-2334, 5.6=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3- 14=-406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=-406 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; parbally;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 1009lb uplift at joint 2 and 1009 Ib uplift at joint 8. pp 4) TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. , 13 LOAD CASE( S) Standard ,.• lF NO.4. 5161 ca, STATE OF NOR10 A WAMNO - Verifydeaityn passsmeters and READ NOTES ON TMS AND JWVZPW SIDE BBPOJW U56. + 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. AppN4abMy of design parameters and proper ihcorpaatlon of component Is respons bMy ofbuilding designer - not truss designer. Bracing shown is fa lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent briscing of the overall structure Is the responsibility of the building designer. For general guidance regarding iabrloatlon, quality control, storage, dolly", erection and bracing, consult OST-88 Quality Standard, OSI.69 $racing SpecBlcatlon, and HIB-91 Handllna Indallinq and $racing $saammendallon available from Truss Plate Institute, 593 D'Onohlo Drive, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plaiting formal refer to the MiTek/Gang-Nall'Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206. 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTeke PANEL TM CLIP FORM018, 019 CLOJYQI- AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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, Inc. Job Truss Truss Type Oty Ply HORTON 4 T 14277163 DR1749A A11 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 1916:58:20 2002 Page 1 11 0 p 5-9-14 11 0 0 16.10-11 22-9-5 28.8.0 33-10-2 39.8-0 1-0-0 5-9-14 5.2-2 5-10-11 5-10-11 5-10.11 5.2-2 5-9.14 1-0-0 Sab+ L88.1 Sx8 2x4 11 54 = 6x8 = 4 5 8 7 5.00 12 2x4 Zi 3 8 a z 9 3x5 = Is 15 14 13 12 11 US = axe = 3.6 = 3xe = 30 = ae = 3.4 = 8.3.14 16-10.11 22-M 31-4-2 39-8-0 9-3.14 8-6-13 5-10-11 8-6-13 8-3.14 Plate Offsets MY): : 2:0-4-2 0-1-8 4:0.3-00-2-4 6:030 0-3-0:0-3-00-2-4 9:D-4-2 0-1-8 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1,33 TC 0.78 Vert(LL) 0.38 14 >999 M1120 2491190 Tr,, DL7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.60 14-16 >783 BOLL 0.0 Rep Stress Iner YES WB 0.50 Horz(TL) OA 7 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-7-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 2=1936/0-8-0, 9=1936/0-8-0Max Horz 2=-134(load case 5) Max Uplift2=-954(load case 2), 9=-954(load case 3) FORCES ( Ib)- First Load Case Only TOP CHORD 1-2=14, 2-3=-3797, 3-0=-3521, 4-5=-3773, 5-6=-3773, 6-7=-3767, 7-8=-3521, 8-9=-3797, 9-10=14 BOT CHORD 2-16=3465, 15-16=3039, 14-15=3039, 13-14=3780, 12-13=3039, 11-12=3039, 9-11=3465 WEBS 3-16=-292,4-16=420, 4-14=934,5-14=-426,6-14=-9,6-13=-427, 7-13=925,7-11=420,8-11=-292 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; partielly,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 954 lb uplift at joint 2 and 954 lb uplift at joint 9{ t,»G13r 5) Truss Engineer. Junaidie Budimen, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOADCASE(S) Standard +Who R A+ t rm. 45161 STATE OF c .~ A WAt NG - v ri fy doir4epwwrnoten and RILW N(WES ON TWS AND REVERaE RDE BEFORE UM. •••• a i Design valid for use only with MiTek connectors. this design It bated only upon parameters drown, and k for an Individual building component to be Installed and waded vertloa y. Applicability of design parameters and proper Incorporation of component k retponslt>ISty of building designer - not truss designer. Siccing shown Is RX lateral support of Individual web members only. Additional temporary bracing to Insure dabOy during condructlon Is the iesponslbNlty of the ereclol. Additional permanent bNcing of the overall structure it the responsibINty of the building designer. For general guidance regarding tobfkatlon, quality control, storage, delvsry, efection and bracing, consult OST-86 Quality Standard, DSS-69 Srceft Specification. and HIS-91 Handling Inttallinfr and Smckia Itecommondallon available from Truss Plate Institute, 683 D'Onoftlo Drive, Modkon, WI53719. M Tek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss designto theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o Q 3. Place plates on each face of truss at each i- For 4 x 2 orientation, locatec ajointZAJ5 and embed fully. Avoid knots and wane plates from outside edge of o a at joint locations. truss and vertical web. d a 4. Unless otherwise noted, locate chords lices 1 / 4 length(+ 6" from P, Oco at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates.. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE Preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicuk3r slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10' continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate rwithoutpriorapprovalofaprofessional 1Mi rTek engineer. 15. Care should be exercised in handling, TMfficPANEL up erection and installation of trusses. t 01993 Mitek Holdings, Inc. FORM018,019 6—i+lA1l. ® MY AaO>1 Job Truss Truss Type Qty Ply HORTON 4 1 14277164 DR1749A A13 ROOF TRUSS 1 1 o ti nal ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiFek Industries, Inc. Thu Dec 19 16:68:212002 Page 1 6-9-14 13 0 0 17$11 22-1-5 I 28 8-0 32-10 2 3&$ 0 4H p11-0.0 1.0-0 6-9-14 6-2-2 4$11 4$11 4$11 6-2-2 6-9-14 1-0-0 5MB 3xs = 30 = sus = 4 5 8 7 5.o0 12 30 -- 3x4 9 8 34 = 15 14 13 12 11 34 = 2x4 It 5x8 = 3x4 = US = 2a4 11 6-9-14 13-" 19-10-0 2641-0 32-10s 39.8-0 6-9-14 6-2-2 15•10-0 6.10-0 6-2-2 6-9-14 Plate Offsets Y : 2:0.4-2 0-1-8 4:0-" 0-2-4 7:0-3-00-2-4 9:0-4-2 0-1-8 12:0-2-12 0-3-014:0-2-12 0-3-0 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.32 13 >999 M020 249/190 T DL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.51 13-14 >923 BOLL 0.0 Rep Stress Incr YES : WB 0.59 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Vdefl = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-7 oc purlins. BQT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1.8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( Ibhsize) 2=1936/0-8-0, 9=1936/0-8-0Max Horz2=-154(load case 5) Max Uplift2=-925(load case 4), 9=-925(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2.3=-3771, 3-4=-3114, 4-5=-2874, 5-6=-3237, 6-7=-2874, 7-8=-3114, 8-9=-3771.9-10=14 BOT CHORD 2-15=3448, 14-15=3448, 13-14=3209, 12-13=3209, 11-12=3448, 9-11=3448 WEBS 3-15=127, 3-14=-634, 4.14=799, 5-14=-523, 5-13=74, 6-13=74, 6-12=523, 7-12=799, 8-12=-634, 8-11=127 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 925 lb uplift at joint 2and 925 lb uplift at joint pp 9. 5) Truss Engineer. Junaldie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard .0 4Q t : No. 4.5161 w STATE t141N11Ne+ L j WARNING - VerW des4a parameters and R&W N0rZ9 ON TRW AND REVERM SWR BZPORls V=- •••• Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded venkaa#V. AppBcabMy or design parameters and proper Incorporation or component is iesponslbtRy of building designer - not hues designer. Bracing shown is for lateral support of Individual web membets only. Additional fempotary bracing to Insure stability during condiuction is the iesponsibillty of the erercla:.Additional permanent btlscin i of the overall structure is the iesponslbOy of the building designer. For general guidance tegotddng fabrication, quality control storage, delivery, erection and bracing, consull OST•88 Quality Standard, OSB-89 Bracing Speciflcatkan, and NIB-91 M HandlingIndullinpandB+p rochRecommendationavailable from Truss Plate Institute, 593 D'Onolrb DiNe, Madison, WI53719. iTek® Symbols Numbering System AGeneral Safety mates PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. I TOP cloRDs 2. Cut members to bear tightly against eachC3 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 0X.Q joint and embed fully. Avoid knots and wane plates from outside edge of v o a at joint locations, truss and vertical web. d ro 0. o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from caC, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/ Gang-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, site 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 9Pagrade 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, Iceunlessotherwisenoted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a14. Do not cut or alter truss member or plate without prior approval of a professional Milef`,® engineer. 15. Care should be exercised In handling, TM PANEL CLIP erection and installation of trusses. IM Mitek Holdings, Inc. FORMOi8,079 Ci Mi--NIAiL MYvRa,OR Job Truss Truss Type Qty Ply HORTON 1 14277165 DR1749A A15 ROOFTRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:68:21 2002 Page 1 11 0-0 7-9.14 15.0-0 19.10-0 2441-0 31-10.2 + 39-" 40 8 P 1-0.0 7-9.14 7-2-2 4-10-0 4-10-0 7-2-2 7-9-14 1-0-0 Ss•Is 1:88.1 64 _ _ _ 6.00 12 314 6.5 4 5 6 6.8 Sag 3 a 2 6 81dd1 } 3x8 = 13 12 11 10 Us = 2A It 5x8 = Sx8 = 20 It 7-9.14 154).0 2441-0 31-1.0-2 39.8-0 n 7-9-14 7-2-2 9-8-0 7.2-2 7-9.14 Plate Offsets Y : 2:0-4-2 0.1-8 3:0-3-00.3.4 4:0-3-004 6:0-3-0 0-2-47:0-3-0 0-3-4 8:0-4-2 0-1-8 11:0.4-00-3-0 12:0-4-0 0-" LOADING (psf) SPACING 2- 0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.27 12 >999 M1120 249/190 T DL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.62 11-12 >758 BOLL 0.0 Rep Stress Incr YES W B 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 1-3 2 X 4 SYP No. 1D, 7-9 2 X 4 SYP No. 1D BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. BOT CHORD 2 X 4 SYP No.213 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2= 1936/0-8-0, 8=1936/0-8-0 Max Horz 2=-174( load case 5) Max Upllft2=-953(load case 4),'8=-953(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 23=-3673, 3-4=-2887, 4.5=-2669, 5-6=-2669, 6-7=-2887, 7-8=-3673, 8-9=14 BOT CHORD 2-13= 3363, 12-13=3359, 11-12=2803, 10-11-3359, 8-10-3363 WEBS 3-13=147, 3-12=-767, 4-12=668, 5-12=-220, 5.11=-220, 6-11=668, 7-11=-767, 7-10=147 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 953 lb upliftat joint 2 and 953 lb upliftat joint `t 13 8. 5) Truss Engineer. Junaidie Budimen, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,.; 1r ( /' j LOAD CASE(S) Standard P10.45161 STATEF J Qr Vie. WARNING - Vorft ekelgn pamrrset5ers and R&W NOTES ON TWS AND REVERSE BIDE BEFORE USE. Design valid for use only with Mltek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded verllcaly. Applicability of design parameters and proper Incotpotation of component is respondbllly 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 ereetof. Additional permanent bri e" of the overall structure is the msponsibtlty of The building designer. For genstal guidance regarding fabrication, quality control. stotage, delivery, election and bracing, consult CST-88 Oually standard. DSB-89 Bracing Specification, and NIB-91 Nandllnp indoUWM and Bracng Recomrnendatlon available from Truss Plate Institute, 593 D'Onotrio Drive, Madison, WI53719. iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/,. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2 other. a J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 0 QZ joint and embed fully, Avoid knots and wane plates I /s" from outside edge of 0 o 0. truss at joint locations. and vertical web. a4. Unless otherwise noted, locate chord splices o at 114 panel length('- 6" from adjacent joint.) CS rA BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabullar pining format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nast 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 StZf 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 sgspecified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10' continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - engineer. Mi11 !Tek® 15. Care should be exercised in handling, rM MEL erection and installation of trusses. O 1993 Mitek Holdings, Inc. ` FORM18,019 OAS-Wt` (R yr .. Job Truss Truss Type oty Ply HORTON 14277188 BR1749A A17 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 1916:58:22 2D02 Page 1 6-1.3 11-6-10 17-0-0 + 22-" 28-1-6 33-6-13 39-" 40-e-p11-0.0 i 1." 6-1-3 6-5-6 5-M 5-8-0 5S6 5-6-6 6.1-3 1-0.0 Scale • 1:61r 1 SA = 54= S 8 3.4 30 4 7 s wo Fi2 3 S 2 * ind1 US = 1* 15 14 13 12 11 Us 34 = 3A = 3.0 = 3x4 = 3,e = 30 B-9-14 17-0.0 22-8-0 30.10-2 + 39-M 8-9-14 8-2-2 5-8-0 8-2-2 8-9-14 Plate Offsets KY): 2:0.4-2 0-1-8 3:0.3.0 0.3 0 5:0.3-0 0-2-4 6:0-5-12 0-2-8 0-3-00-3 0 9:44-2 0-1.8 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0.27 13 >999 M1120 249/190 TPDL 7.0 Lumber Increase 1.33 BC 0,82 Vert(TL) -0.51 11-13 >924 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.16 9 n/a BCDL 10.0 . Code FBC2001 1st LC LL Min Vdefl - 360 Weight: 206 lb LUMBER BRACING T6P CHORD 2 X 4 SYP N0.2D TOP CHORD Sheathed or 3-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS ( Ib/size) 2=1936/0-8-0, 9=1936/041-0 Max Horz 2=-194(load case5) Max Uplift2=-978(load case 4), 9=-978(load case 5) FORCES pb) - First Load Case Only TOP CHORD 1-2=14, 2.3=-3768, 3-4=-3474, 4-5=-2650, 5.6=-2457. 6-7=-2650, 7-8=-3474, 8-9=-3768, 9-10=14 BOT CHORD 2-16=3440, 15-16=2991, 14-15=2991, 13-14=2457, 12-13=2991, 11-12=2991, 9-11=3440 WEBS 3-16=-317, 4-16=439, 4-14=-723, 5-14=610, 6-14=0, 6-13.610, 7-13=-723, 7-11=439, 8-11=-317 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; partbally,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 978 lb uplift at joint 2 and 978 lb uplift at joint 9{! 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ee e e P10, 45161 ,tr Q • STATE O w y / e e *• IAL AWAKVNG - Voft assign psamrseten resin MM Horan GH Tens AM .IZlsMsi U stud sEMM use. •••••4 Design voild for use only with MlTek connector*. 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 responsbAty of building designer - not trust designer. Brocing shown is lot Metal support of Individual web members only. Additional temporary bracing to hour* dabMv during construction Is the responsibility of the ereofot. Additional permanent briscing of the ovetall dructum k the retponslblity of the building designer. For general guidance regarding fabrication. quaNty conhol. storage, delivery, erection and bracing. oonsull Q51.88 Quality Mandard. OSI.89 tracing SpeoMlcatlon, and 11H1-91 ® Handling 1ndalift atracing Recommendation tracRecommendation ovatablefromDust Plate Institute. 593 D'Onof o D1Ne, Madison, WI $3719. j Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. J5WEBS 3. Place plates on each face of truss at eacha4::*For 4 x 2 orientation, locate 3 , ; C6 joint and embed fully. Avoid knots and wane plates IIs" from outside edge of o a = at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chord s icesPII/4at panel length(+ 6" from adjacent joint.) ca BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Comber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA 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 87004G-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mi#ek Holdings, Inc. ` CLIP FORM018,019 L4"- (V Job Truss Truss Type Qty Ply HORTON 1 14277167 DR1749A A19 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2D02 MiTek Industries, Inc. Thu Dec 1916:58:22 2002 Page 1 i1 0 0 6-9.3 12-10.10 19-0-0 ,20-8-0, 26-9 8 32-10-13 39-" 40 6 p 1-0-0 6-9-3 6.1-8 6.1.6 1-6-0 6-1-6 6-1-6 6.9.3 1-0-0 Scab-1.66.1 5.6 = 5 8 5.00 12 30 G U4 4 7 54 d 3 $ 2 6 iQ11 3x6 = 16 15 14 13 12 11 30 = U4 = 3.6 = 3x4 = 3x4 = 34 = 64 = 9.9-14 19-04) 20-" 29.10.2 39-8-0 9.9.14 9-2-2 1.8-0 9-2-2 9.9-14 Plate Offsets X Y : 2:0-4-2 0-1-8 3:0-3.0 0-3-0 5:0-3-00-2-4 &0-3-0 0-2-4 8:0--0 0-3 0 :0.4-2 0-1-811:0-3-0,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/de8 PLATES GRIP TCLL 30. 0 Plates Increase 1,33 TC 0.57 Vert(LL) 0.34 14-16 >999 M1120 249/190 TGDL 7. 0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 11-13 >885 BCLL 0. 0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 202 lb LUMBER BRACING TCP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-11.5 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14. 7-13 REACTIONS (Ib/ size) 2=1936/0.8-0, 9=1936/0-8-0 MaxHorz2= 214(load case 4) Max Uplift2=- 1002(load case 4), 9=-1002(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3900, 3.4=-3540, 4-5=-2536, 5-6=-2269, 6-7--2536, 7.8=-3540, 8-9=-3900, 9-10=29 BOT CHORD 2-16=3488, 15-16=2909, 14-15=2909,13-14=2269, 12-13=2909, 11-12=2909, 9-11=3488 WEBS 3- 16=-409, 4-16=560, 4-14=-862, 5-14=863, 6-13=663, 7-13=-862, 7-11=560, 8-11=-409 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, occupancycategory 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 1002lb uplift at joint 2 and 1002 lb uplift at p y joint9. lQti E] 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Or. N., Pembroke Pines, FL 33331. + '' ..•...• V LOAD CASE(S) Standard •' '7 %'. No. 4: 5161 STATEOF Rt N AM ALQwAmwo - very destilln parameter, and Rua tames ON TRW AND AtVZR= SWE BZPORL urge. •••• Design vaNd lei use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual buNding component to be Installed and loaded vetticoly. App0ccblKy of dedgrl parameters and proper Incotpoiatlon of component It lecponsibOy of buNding designer - not hun designer. Brac" shown Is lot lateral support of Individual web members only. Additional tempaaiy Wocing to Insure babity durVQ constiuction Is the responslbNity of the ereCla. Additional permanent bNeng of the overeN structure Is the iesponslbWly of the buNding designer. Fat general outdone* tegaiding fabticallon, quoMy control, storage, deNvery, brectlon and braeft, consult 061-N Quality Sandard, 081-89 $racing Specillcallon, and NIB -el Handling Inriallinp on and $waftRecommendationavailablehom Truss Plate Institute. 543 D'Onoblo Dilve, Madison, W 153710. MiTek Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7. 0 Q O For 4 x 2 orientation, locate vplatesI /e" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the Welk/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at 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, TM erection and installation of trusses. ' PANEL © IM Mitek Holdings, Inc. CUP FORMo18.019 Job Truss Truss Type Qty Ply HORTON 14277168 DR1749A A7 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 i1-0 q, 7-0-0 , 10-4-0 1641-0 23-0-0 29-4-0 32-8-0 35.10.2 3941-0 40 &p 14)-0 3-9-14 3-2-2 3-" 6.4-0 6.4-0 6-4-0 3-4-0 3-2-2 3-9-14 1.0.0 sous - t ee.t exe = 5xe = 6x10 = he= Bx8 = US= 5.00 F12 4 5 6 7 a 9 2X4 z* 2x4 G 3 10 y 11 aa LU 1 ddt 4x6 = 20 19 19 17 16 15 14 13 0e = 46 = 7.8 = 4x6 = ex14 = 44 = 5x6 = 4.6 = 4.9 4 7-0.0 T 104-0 16.8-0 23.0.0 29-4-0 32-8-0 39-8-0 7-0-0 3-4-0 6-4-0 6.4-0 6-4-0 3-4-0 7-0-0 Plate Offsets MY): 4:0-2-120-" 6:04-0 0-4-8 9:0-2-00-3-4 19:04-00-5-4 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.44 16 >794 M1120 249/190 TPDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.54 14-16 >640 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 11 n1a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefi - 360 Weight: 250 lb LUMBER BRACING T' i!' P CHORD 2 X 4 SYP N4:2D *Except* TOP CHORD Sheathed or 2-2-1 oc purlins. 4- 6 2 X 6 SYP SS, 6-9 2 X 6 SYP'No.2NO BOT CHORD Rigid ceiling directly applied or 33-0oc tracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7-17 WEBS 2 X 4 SYP No.3 "Except' 2 Rows at 1/3 pts 5-17 5- 17 2 X 4 SYP No.1 D, 7-17 2 X 4 SYP No.1 D, 8-16 2 X 4 SYP No.1 D REACTIONS ( lb/size) 2---082/0-8-0, 19=5682/0.8-0, 11=2386/0-8-0 Max Harz 2=-95(load case 5) Max Uplift2=-706(load case 7), 19-3785(load case 2), 11 =-1 452(load case 3) Max Grav2=225(loed case 3), 19=5662(k)ed case 1), 11-2395(load case 7) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=1663, 3-4=2040, 4-5=4301, 5.6=-1807, 6-7=-1607, 7-8=-5106, 8-9=5597, 9-10=-4998, 10-11=-5157, 11-12=17 BOT CHORD 2-20=-1520, 19-20=-1844, 18-19=-4301, 17-18=-4301, 16-17=5106, 15-16=5596, 14-15=5596, 13-14=4671, 11-13=4713 WEBS 3-20=-401, 4-20=893, 4-19=3223, 5-19=3396, 5-17=6677, 6-17=-976, 7-17=-0606, 7-16=480, 8-16=536, 8-14=-588, 9- 14=1215, 9-13=773, 10-13=-89 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design. p 2) Wind: ASCE 7-98 per FBC2D01;120mph; h=18ft; TCDL=4.2psF, BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable t 8 1Dendzone; cantilever left and right exposed; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. ..•.++., ""I 3) Provide adequate drainage to prevent water ponding.,++ l F /''' Ay_ 4) Provide mechanical oDnnecdw (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2, 3785 lb uplift at joint 19 and 1452 lb uplift at joint 11. .' 6) Girder caries hip end with 7-M end setback r. 6) Special hanger(s) or connection(s) required to support concentrated loads) 603.21b down and 435.516 up at 32-8-0, and 603.2lb down 1 No. 45161 _ and 435.51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegatedto the building designer. . 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL =11. STATE LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 09 Uniform Loads (pif) Vert 1=-74.0, 4-9=-154.2, 9-12=-74.0, 2-20=-20.0, 13-20=-41.7, 11-13=-20.0 Concentrated Loads (lb) Vert 20=-603.2 13=-603.2 Q WwRMNG - V*r fydealtilln pert awto it and RUP Norma ON TKIS AND RX VMRMSMS BRPORN VSN. •••• Design volkl lai use only with Mltsk aonneotom Thk desgn k based only upon parameter drown, and Is lot an kwWkival bulldhg component 10 be installed and boded vertically. AppNaabllMy at dedon parameter and pope) hoolporallon of component It msponsbaty of buldhg designer - not rims designer. Bracing shown Is tot blerot support of Individual web memben only. Additional temporary bracing 10 Insure dabllty during condruction k the iesponsibelty of the erector: Additional peimoneht biisahg of the ovWal shuctum k the respondblifly of the bulding designer. Fat general guktdnoe regarding tobrbatlon, qually oonbol, 0ofc*e, del"ty, election and biachg, consult OST48 CuaWy Standard, DSS-89 Sraeft Specpbatlon, and HIS-91 MITek® HandiftlrotalllrMandIlroclrqRecommendationovallablefromtrussPlateInstlute, 563 D'Onoblo Dilve, Modkon, W 163719. 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. ir Q For 4 x 2 orientation, locate 0 X plates IA" from outside edge of aotrussandverticalweb. f- This symbol indicates the required direction of slots in connector plates. For tabulaf plating format refer to the MITek/Gong-Nail Joint/Plato Piacemerd Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur, jjljljlI ss MiTek,9 PANEL TPA GUP FORM 8,019 MANG-NAIL (9) MY®RD MAtJ 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 Mtek Holdings, Inc. ` Job Truss Truss Type Qty Ply HORTON r 1 14277169 DR1749A A9 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 6,000 s Sep 4 2002 Mi rek Industries, Inc. Thu Dec 19 16:58:23 2002 Page 1 4-9-14 9.0.0 16-2-11 23-" 30-8-0 34-10-2 39-" !1Wil:-0 1-0-0 4.9.14 4-2-2 7-2-11 7-2.11 7-2-11 4-2-2 4-9-14 1-0-0 Scats • 1:6*.1 5xs _ 54 = 9x4 = Sx* _ 5.00 12 4 5 6 7 2.4 \\ 2x4 8 d 2 9 3x* = 17 i* 15 14 13 12 11 3x5 30 = 7x8 = 3x5 = W = 34 = 7x8 = 3A = 5-6-14 10-4-0 19-10-0 29-4-0 34-2-2 39.8-0 5-6-14 4-10-2 9-6-0 9-6-0 4-10-2 5-5-14 Plate Offsets KY): : 4:0.3-0 0-2-4 5:03-0 0-37 0-3-0 0-2-4 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.13 12 >999 M1120 249/190 T DL 7.0 Lumber Increase 1,33 BC 0.63 Vert(TL) -0.37 12-14 >942 B LL 0.0 Rep Stress lncr YES WB 0.91 Horz(TL) 0.04 9 Na BCDL 10.0 Code FBC2001 1st LC LL Min Udell = 360 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-5 oc puffins. BOT CHORD 2X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16 REACTIONS (lb/size) 2=19/0-M, 16=2578/0-8-0, 9=1275/0-" Max Horz 2=1140oad case 4) Max Uplift2=-317{load case 7), 16--1532(load case 2), 9=-637(load case 3) Max Grav2=87(load case 6), 16=2578(load case 1), 9=1289(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=723, 3.4-829, 4-5=1537. 5-6=-1186, 6-7=-1776, 7-8=-2195. 8-9=-2307, 9-10=14 BOT CHORD 2-17=-858, 16-17=-1135, 15-16=467, 14-15=467, 13.14=1725, 12-13=1725, 11-12=1737, 9-11=2100 WEBS 3-17=-319, 4-17=546, 4-16=-1211, 5-16=-2384, 5-14=1043, 6-14=-781, 6-12=61, 7-12=117, 7-11=424, 8-11=-224 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 left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mec hanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2, 1532 lb uplift at joint 16 ,,ME 13f and 637 lb uplift at joint 9. _ •..••p... " 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard a NO, 45161 gyp : Tk 4 i STATE OF .. AL AWARMNO - Vor(& design parameters and R"D NOTES ON TJ= AND REYERSC &WE BZPXM USE. Design valid tot use only with MITek conneclors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppRaobOy of design parameters and proper Incorporation of component Is responsibgly of building designer • not truss designer. Bracing shown k to loteial support of Individual web member* only. Additional temporary bracing to Insure stability during construction k the msponslbii8y of the erector. Ad0lonal permanent Ar'boing of the overall structure Is the wsponsibilly of the bulttlIng designer. For general guidance regarding fabrication, quality control storage, dsr"iy. erection and bracing. consult OST•88 OualRy Standard, 088-89 SroaMg Specification, and HIS-91 Handling Irntaltlna and Brockn qRecommendationavailable from Truss Plate Institute, H3 D'Onoltb Drive, Madkon, W 163719. MiTek Symbols Numbering System AGeneral Safety [Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachu other. O J5ct3. Place plates on each face of truss at each iFor4x2orientation, locate QjointZ and embed fully. Avoid knots and wane plates from outside edge of O a at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chord s icesPI' 4 length(+ 6" fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. use 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 M CLIP erection and installation of trusses, 1M Mitek Holdings, Inc. FORMOt8A14 HY%+IA Job Truss Truss Type Oty Ply HORTON 14277170 DR1749A AGAR ROOF TRUSS 1 1 ootional) ACLU-SPAN-TH, LONGWOOD, FL 6.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 11T 7-0.9 13-5-4 19-10-0 26-2-12 32-7-7 39-&0 40-8-p 1." 7-0.9 6-4-12 6-4-12 6-4-12 6-4-12 7-0-9 1." Scab " 1:67,2 5x5 5 5.00 12 3.4 3.4 4 5 5x5 5.5 3 7 2 8 9aa_ y_ydi1d 3x5 = 14 13 12 11 10 34 = 3x4 = 3.6 = 3xa = 3x5 = 3x4 10-2-14 19-10-0 29-5-2 39-6-0 10-2-14 9-7-2 9-7-2 10.2-14 Plate Offsets (X,Y): [2:0-4-2,0-1-81, [3:0-3-0,0-3-0], [7:0-3-0,0-3-0), [8:0-4-2,0-1-8], [35:0-M,0.04)], [35:0-0-0,0-0-0], [36:0-0-0,0-044, [37:0-",0-"], 138:0-0-0,0-0-01, [38:0-0-0 0-0q. [39:041A,04)-0], [40:0-",0-0-0], [41:0-",0-0-0], [42:0-0-0,0-0-0], [43:0-0.0,0-0-0], [43:0-",04)-0], [44:0.0-0,0-"b [45:0-0-0.0-"], [46:0-0.0,0-0-0]; 47:0-" 0-0-048:0-0-00-0-0:04)-0 0-" 49:0-" 0-0-050:0-" 0-0 0 51:0-" 0-0-0 5200 0 0-0-0 53:0-" 0-0-0 54:0-0-00-0-0 LOADING (psf) SPACING 2- 0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.61 10-12 >764 BELL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.16 8 Na BCDL 10.0 Code FBC2W1 1st LC LL Min Vdefi - 360 Weight: 292 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2= 1936/0.8-0, 8=19 04!I-0 Max Horz2=222(load case 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2-14, 2-3=-3876, 3-4=-3316, 4.5=-2334, 5-6=-2334, 6-7=-3316, 7.8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4- 14=538, 4-12--855, 502=1322, 6-12=-855, 6-10-538, 7-10=-406 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 II; exposureB; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. Qif- 13T/ 3) Truss designed for windloadsintheplaneofthetrussonly. For studs exposed to wind (normal to the face) see MiTek "Standard Gable ••,.-•.++.• End Detail" l /+ •+, f+•, 4) All plates are2x4 M1120 unless otherwise indicated. Te .+ 5) Gable studs spaced at2-" oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift atjoint 2 and 1009 lbuplift at * S 9 joint 8. NO. 45161 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, Wo : LOAD CASE(S) Standard s, STATE OF A WABMNO - VerW rf Ogn parYantterr and. MUD NOT13S ON UM AND MVERW Mt 8ZMRV UM ra Design valid tot use only with Work connectors. This design k based only upon parameter shown, and Is tot an Indivkival building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component k responsb311lty of building designer - not truss designer. stating shown Is for Metal support of Individual web members only. Additional temporary bracing to Insure dobNlly during construction k the responsibility of the ereolq: Additional permom mt bibeing of the ovetaN structure Is the resportsk3lYly of the building designer. For general guidance regarding tobricallon, quality cortboL Nonage, deNvety, erection and bracing, consult 081-88 Quality Standard, 011.89 Bracing Specification. and HIS-91 Handling Installing and Imclnp lm eoamerndahon ova*otft from Tuns Plateinstitute, 60 D'Onfil oo Drive, Madison, W 15371 D, M iTek° Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Properly 01110, 13/a * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat,. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcza other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 0 joint and embed full Avoid knots and waney' plates i/e" from outside edge of v O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices Iat /4 panel length(+ 6" from adjacent joint.) caC, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft• spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional 1 1 Mi [Tekeengineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 4 1993 AAitek Holdings, Inc. ` FORM016. 019 niL ® Job Truss Truss Type Oty Ply HORTON 14277171 R1749A C ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 1-0 0 1 5-2.14 9.10-0 14.5.2 19-3-0 1-" 6-2-14 4-7.2 4-7-2 4-9-14 Seat 1:33.3 Us 4 6.00 P2 2A 2x4 3 b 6 2 r Ij` l 7 3A S's - 3A i 9-10-0 19.3-0 9-10-0 9-5-0 Plate Offsets Y : :0.4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) 0.06 7 >999 M1120 249/190 T,DL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-10 oc pudins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ibtsize) 6=883/0-3-0, 2=986/0-8-0 Max Horz2=131(load case 4) Max Uplift6= 438(loed case 5), 2=537(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14.2-3=-1487, 34=-1088, 4-5=-1088, 5-6=-1455 BOT CHORD 2-7=1354, 6-7=1315 WEBS 3-7--383, 4.7=483, 5.7=-340 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2pst: BCDL=5.0psf, occupancy category II; exposure B; padially;MWFRS gable end zone; cantilever left and fight exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift atjoint 6 and 537 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address; 16472 Segovia Cir. N., Pembroke Pines, FL 33331. , * Qtr 13l/ LOADCASE(S) Standard . •"l/,a9•! V C • r No.45161 ='k STATE OF ZOR A, WAMNG - Ver(fjf deoWn pamawters and READ MOMS ON TKI S MD 1XVSR5i6 SMS BRIFORB UW. •• Design valid for use any with MRek connector$. This design Is based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertically. AppftobMy of design patameten and proper Incwporotlon of Component It responslblMfy of building designer - not buss designer. sracing shown Is for bteral support of Individual web members only. Additional temporary bloating 10 Insure stability during construction Is the iesponslbil"y of the erector. Additional peirnanent bilackng of the overall structure Is the responsibility of the building designer. Fot general guidance regarding fabrication, quoRly control, storage, dellmy, erection and bracing, consult OST•88 Quality Standard, DSI.89 tracing 3peoftation, and MIN-91 tuss Plate Institute.50 D'Onohlo Drive, Madison. W153719. Handling Installing and Bracing RecommendationavaNDusM iTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 02 1 3/f, * Center plate on joint unless . Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to bath sides of truss and building designer, erection supervisor, property y securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachca other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 0NtrusslDintandembedfully.Avoid knots and wane plates t/8" from outside edge of 0 O a _ at joint locations, and vertical web. o a o 4. Unless otherwise noted, locate chords icesPIr14atpanellength(' 6" from adjacent joint.) ca C, u BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 `Xo 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. FortabularPlating format refer to the AROUND THE TRUSS STARTING AT THELOWEST JOINT 7. Camber is a non-structural consideration and MtTek/ Gang-Nail Joln#/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General tyWEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIB 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots, in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown, nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, CAPES TN erection and installation of trusses. 1" 3 Mitek Holdings, Inc. FORM018, 019 Job Truss Truss Type Qty Ply HORTON s 14277172 DR1749A CGAB ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5,000 s Sep 4 2002 MITek Industries, Inc. Thu Dec 19 16:58:26 2002 Page 1 1-" 6-2-14 9-10-0 14-5-2 19-8-0 20-8-0 , 1 1.0.0 6-2-14 4-7-2 4.7-2 5-2-14 1.0-0 Scale - 1:35.1 4x5 = 4 2x4 11 2A II 5.OD 12 2x4 J 214 4 5 2.4 11 3 2A II II 4 11 o o 2 II 11 s I 2x411 2x4 II 2x4 II 9 2x411 2x411 2011 3x4 = 5x8 = 3x4 = I 9-10-0 1"-0 II 9-10-0 9-10-0 Plate Offsets MY): 8:0.4-0 0-3-016:0-0-00-" 17:0-0.00-041 18:0-0-00-0 0 19:0-" 0-" 20:0-0-00.0-021:0-0 0 0.0-0 22 0-0-0 0-" LOADING (psf) SPACING 2-0- 0 CSI DEFL in (loc) Vdefl PLATES GRIP TOLL30.0 Plates Increase 1. 33 TC 0.42 Vert(LL) 0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber increase 1. 33 BC 0.59 Vert(TL) -0.22 6-8 >999 B'tLL 0.0 Rep Stress IncrNO WB 0.19 Horz(TL) 0.04 6 n/a BCDL 10.0 Cade FBC2001 1st LC LL Min Well = 360 Weight 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-10 oc pudins.. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing, WEBS 2 X 4 SYP No. 3 OTHERS 2 X 4 SYP No. 3 REACTIONS (Ib/size) 2=996/0. 8-0, 6=996/0-8-0 Max Harz2=122(load case4) Max Uplift2=-541(load case 4), 6=-641(bad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2- 3=-1510, 3-4=-1113, 4-5=-1113, 5.6=-1510, 6-7=14 SOT CHORD 2-8=1376, 6. 8=1376 WEBS 3-8=-382, 4-8= 502, 5.8=-382 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FSC2001; 120mph; h=left; TCOL=4.2psf, BCDL=5.0psf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wins o d loads in the plane of thetrusnly. For studs exposed to Wind (normal to the face), see MiTek "Standard Gable p yy End Detail" ,MEE pu 4) Gablestudsspacedat2-0- 0 oc. ••..••••...."' 5) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 541 lb uplift at joint 2 and 541 lb uplift at joint r r +" 6, ;'G' . *4 6)Truss Engineer. Junaidle Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. !' 4 i la.45tGt LOAD CASEjS) Standard • A E OF jrAWARIVING - Vert& designparasavlo s and RCAV Norms ON Td3M8 AND RBVERW SME HEFORX USX. Design valid tot use only with Mifek connectors, This design Is based only upon parameters shown, and is to an Individual building component to be Installed and boded vedlodlly. Applicability of design parameters and proper Incorporation of component is responsRblWy of building designer - not truss designer. Bracing Mown is tot lateral support of individual web members only. Additional temporary bracing to haute stability during construction is the responsibiNty of the eteclo.. Additional permanent brbeing of the overall structure is the responsblAty of the bullding designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, 038.89 Sracing SpecMbation, and HIS-91 Tek® Handling Insfalllna and Skq roeRecommendation avolbble fromTruePtoteInstitute, 683D'Onollo Drive. Madison, W163719. M Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1fi. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to bath sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate IQ joint and embed fully. Avoid knots and wane plates r /s" from outside edge of v 0 CL = at oint locations. l truss and vertical web. o a 4. Unless otherwise noted, locate chord splicesINlength(+ 6" fromFL_ ce C16o at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gong-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or Load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - I MiTek® engineer. 15. Care should be exercised in handling, installationOMTM CUPCUP 3 erection and of trusses. 1"3 Mitek Holdings, Inc. ,. FORMOla.019 ao ca-nra MY4A0,N Job Truss Truss Type Oty Ply HORTON r 14277173 DR1749A D ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 Mi7ek Industries, Inc. Thu Dec 1916:58:27 2002 Page 1 1-041 5.2-0 10-4-0 11.4-0 1-0-0 5-2-0 5-2-0 1.0.0 Scale • 120. t 4A 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 12 2 4 jJ Y 5 52x4 II 3x4 3x4 = US II 5.2-0 9-I3-0 10.4-0 , 5.2-0 4-6.0 0-8-0 Plate Offsets KY.[4:0-1-14.0-0-21,14:0-0-4,Edgel LOADING (psi) SPACING 24)-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 6 >999 M1120 249/190 T DL 7.0 Lumber Increase 1.33 BC 0.52 Vert(TL) -0.02 6 >999 BOLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 list LC LL Min Vdefl = 360 Weight: 39lb LUMBER BRACING TMP 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 Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=561/0-3.0, 4=561/0-3-0 Max Harz2=-75(load case 5) Max Upliff2=-318(load ease 4), 4=-318(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-596, 3.4=-596, 4-5=14 BOT CHORD 2-6=547, 4-6=547 WEBS 3-6=101 NOTES (5) 1) Unbalanced rooflive 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; parUally;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. pp 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 2 and 318 lb uplift at joint `p1 13 4' 4. 1 &..a.".A 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 7 ••.- 1 F P 4. 5) Truss Engineer. Junaidie Budiman, PEff45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 'Cyy J .' LOAD CASE(S) Standard. J P10. 45161 S 'ATE OF se. AL AwAR mvo - ver(Jy &srtyn par aw in, and R&w Nams ow Tins Aim Ji6T/ mm a= BzroRa fl8i1C. ruin® Design vald lot use only with MR k connectors. This design is based only upon parameter shown, and is for an Individual building component to be Installed and loaded vertically. AppftabMV at deWgn parameters and proper ineaporallon or component is responWbMly of bulding desig i - not truss designer. Bracing shown is tot lateral support of Indvikual web members only. Additional tsmpaaty bracing to Insure stabMty during construction is the responWIRV ai the ersGtot. Addtllonal permanent brbaing of the overall structure is the tiesponsbnlMy of the bulding designer. For general guidance regarding tobrloollon, quality control, Storage, drebosry, election and bracing, consul OST•44 Quality Standard, DSI-IV Imeing Specillocflon, and HIN-91 Handttrng InstaRMp and Imaft Recommendation avaloble from Truss Plots InstButs, 593 D•Onottlo Drive• Madison. W153719. Symbols Numbering System AGenera! Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i'/+ * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. . TOP CHORDS 2. Cut members to bear tightly against eachca other. J5a3, Place plates on each face of truss at each For 4 x 2 orientation, locate O - ZC3:. 0 ` joint and embed fully. Avoid knots and wane plates I/e" from outside edge of o a at joint locations. truss and vertical web. CL o 4. Unless otherwise noted, locate chords Cices r/4 Pcaatpanellength(+ W from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, rf no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - 1 MiTek® engineer, 15. Care should be exercised in handling, TM lS ® Pt EL erection and installation of trusses. O f "3 Mitek Holdings, Inc. FORM018,019 OA1116-11is1fl o,"We ... Job Truss Truss Type Oty Ply HORTON s 1 s 14277174 QR1749A DGAB ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MITek Industries, Inc. Thu Dec 19 16:58:28 2002 Page 1 1.0-0 i 5-2-0 10-" It-" 1.0-0 5-2-0 5-2-0 1-041 Sall • 1:20J 4x _ 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 72 2d II 2x4 II 4 2 Li s $ 294 II 2K4 II 2.411 3.811 3.4 = e 3A = 6-2-0 9-8-0 , 10-4-0 r 5-2-0 4-6-0 0-8-0 Plate Offsets Y : 4:0-1-14 0.0-2 4:0-0-4 Ed LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.02 6 >999 BILL 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 Well = 360 Weight: 43 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 1040-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=584/0-3-0, 4=560/0-1-8 Max Horz2=-75(load case 5) Max UplifY2--319(load case 4), 4=-316(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-603, 3.4=-602, 4-0=14 SOT CHORD 2-6=5W, 4.6=553 WEBS 3-6=101 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=6.0psf; occupancy category 11; exposure B; partially;MWFRS gable p end zone, cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. , S 134 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" 1/+A•, 4) Gable studs spaced at 2-0-0oc. •' i *•.4 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s)4. ' !' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding319 lb uplift at joint 2 and 316 lb uplift at joint ,, : • 4. No. 4.5161 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. .rig °+ 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ; rAr of LOAD CASE(S) Standard 0 A' •` A WARMNO - Tier t& 4ex4n pumnwrter•s and R&W Norm ON TWS AND XRV/CRW S fit BZPORX t=. ••••, Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplicabBlty of design parameters and proper Incorporation of component Is fespontboty of building designer • not truss designer. Bracing shown Is for lateral support of individual web members onfy. Additional temporary bracing to Insure dabIlly during construction Is the responsibxny of the •teclor. Additional permanent bibici ng of the overall structure Is the responstolfty of the building designer. For general guidance regarding fabrication, quality control• storage, dell"ty, erectlon and Wacing, consult OST-88 Quality standard, 081•89 Bracing SpecNicallon, and 1,111•91 M HandlingInstallingandBracingRecommendWlonavailablefromTrussPlateInstitute. 583 D'Onahlo ON*, Madison, WI63719. iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13h< * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2cs other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O 0 a , ; 0 joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of c O ao at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at i14 length(+ 6" fromceC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RiGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel g specified. grade to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 N. spacing, or less, ff no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217; 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional - MTek engineer, 15. Care should be exercised in handling, TM c CUP erection and Installation of trusses, O 1"3 Mitek Holdings, Inc. ` FORM018.019 GANG -Nagy @ ifVFAWaMjp0 .. Job Truss Truss Type Qty Ply HORTON 1 1 14277175 DR1749A J ROOF TRUSS 14 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.ODO s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2D02 Page 1 1-0.0 7-0.0 1-0-0 7-D-0 3 Stale • tie's 5.00 12 2 4 2x4 = 1 7-" LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz 2=221(load case 5) Max Uplift3=-255(load case 5), 2=-175(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001;120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable and zonw 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 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, LOAD CASE(S) Standard No. 4.5161 SPATE OF fAL 8 wmmo - wrw dsaton parameters and Rmw NOTdsa oNTzim AND RETIERm an Bir"Jt6 um. .... Design valid lot use only with Mliek ccnnectots. This doslgn is based only upon patametets shown, and is fa an Individual building component to be Installed and loaded vertically. Applicability of deslgn pararneteis and proper Incorporation of component is tesponslbllity of building deslgnet - not buss designer. Siccing shown is for Idterat support of Individual web membets only. Additional temporary bracing to Insure dabWty duiing construction is the rasponslblilty of the erector. Additional permanent bilacing of the overall stiuclum Is the tesponsibtlty of the building designet. For general guldance regotding labrbation, quality oonb0l, storage, delwry, erection and brach)Q consult CST-gg Quality Standard, DSI.89 gracing Specification, and HIS-91 Handling IrWaill" and gracing RecammerWationavailable ham PussPlats Instltute, 583 D'Onchlo Dtive, Madison, W153719. M iTek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates r/e"from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. 0 rt O 0 a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® TM i' PANEL CLIP FORM 18.019 OAM-MA+L ® Q 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 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. ` O 1993 Mitek Holdings, Inc. 6 Job Truss Truss Type Qty Ply HORTON I' 4 14277176 DR1749A K ROOF TRUSS 4 1 o tional ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 1916:58:29 2002 Page -1 1-0-0 5-0.0 1-0-0 5-0-0 3 sit.-1:ta.0 6.00 12 2 1 4 2A — 54-0I 5-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BEDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 380 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 5-0-0 oc purlins. BQT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/041-0, 4=46/Mechanical Max Horz2=161(load case 5) Max Uplift3= 178(load case 5), 2=-159(load case 4) FORCES (1b) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; 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 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard b M Flo.45161 STATE O .•'t4 ORR AL WARMMO - VerW design paramrtem and READ NOTES Off THIS AND REVERM SIDE BWOM USE. tssleesr Ip Design valid for use only with Mtfek connector. This design is based only upon parameters shown, and is far an Indivklucl building component to be installed and lorded vmllootly. AppkobWy of design parameters and proper inoorpoiallon of component is respombOy of buRtling designer • not truss designer. Siccing shown is for lateral support of kndtvkauol web members only. Additional temporory bracing to drum stability duiing construction is the responstbi$ty of the eteatot.. Additional permanent biboing of the overall structure is the IesponsDMly of the building designer. For general guidance tegaiding labllcotlan, quo ly control, storage, deh*ty, election and bracing, consu$ 0/7-88 Quality Standard, 031-89 $racing Speclflcailon, and 113.91 Handling Installing and BrocHtg Recommendation available from Truss Plate Institute, 693 D'Onoblo Drive. Madison. W l63719. 'j® Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/6 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply sides 1. Provide copies of this truss design to theplatestobothoftrussandbuildingdesigner, erection supervisor, propertysecurelysea#, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eacha other. O Q 3. Place plates on each face of truss at each i- For 4 x 2 orientation, locate QjointOA and embed fully. Avoid knots and wane plates t/s" from outside edge of U o a = at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord s icespiFL_ at t14 length(* 6" fromceC,o panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J t J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and M Tek/Gang•NaiiJolrtt/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel g specified, grade to slots. BOCA 86-93, 85-75, 91-28 10. Tapp chards must be sheathed or purfins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of pints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional . MiTek® engineer. 15. Care should be exercised in handling, TM CLPR` erection and installation of trusses. 01993 Mitek Holdings, Inc. FORM018,019 CiAt11i6 51Ad1.. a s Job Truss Truss Type Qty Ply HORTON 41 a s 14277177 19R1749A L ROOF TRUSS 4 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5,000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 1916:68:30 2002 Page 1 1-0.0 3-" 1.0-0 3-" Scale • 111 5.00 r2 2 4 3-" LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - nla M1120 2491190 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 Na BPDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udef1= 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BQT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz2---101(load case 5) Max Uplift3=-99(klad case 5), 2--149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18fh TCDL=4.2psf; BCDL=5.0psf, occupancy category 11; exposure B; parbally;MWFRS gable end zone; cantilever leftand right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331, LOAD CASE(S) Standard LIFE 1IF331 kNo. 45161 STATE OF R110 L w.0 mso - verW design pamsnirtere and READ Notes ear runs AND Rt:vzR= am HLIr'URx use, Design valid for use only with MITek connectors. This design Is bated only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporatlon of component It responsibility of building designer - not trust designer. Siccing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during condwction b the tesponslblity of the erectot. Additional permanent 1*113g of the overall structure b the tesponslbllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSI•69 IrocIng specification, and HIB-91 WelkHandlingInstallingandBracingRecomendalsonavolldbiefromTrussPlateInttlute, 583 D'Onotrlo Drive, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC2 other. WE3. Place plates on each face of truss at each iFor4x2orientation, locate MC3 C3 joint and embed fully. Avoid knots and wane plates/a" from outside edge of o a at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords icesplioat /4 panel length(+ 6" from adjacent joint.) ce BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V JH lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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 slats. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ft 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, nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional . 1 kTe® engineer. „ 15. Care should be exercised in handling, L OM TM PANEL CLIP erection and installation of trusses. 1993 Mitek HOldings, Inc. FORM016,019 CatAM6-f4A1L ® HYA MAIN Job Truss Truss Type City Ply HORTON 14277178 19R1749A M ROOF TRUSS 4 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:31 2D02 Page 1 3 1-" 1 0 0 1-0-0 1-0-0 Scab 1:5.2 2 5.00 12 1 1-0-0 2A = 1-G-0 LOADING (psf) SPACING 2-M 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 Iner YES WB 0.00 Horz(TL) -0.00 3 n/a BeDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-" oc purlins. 89T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or10-" oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=53(load case 4) Max Uplift3=-25(load case 5), 2=-142(load case4) Max Grav3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-07 BOT CHORD 2.4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2pst,, BCDL=5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard a Y k ' No. 45161 = ,k srArIEOF , yNV R e NAL... A WARMG - Val-W d*elgrs parlantRter'l and PJLW Noss ONTIs AND JWVZRSN alma Bt MJM EM. •• •® Design valid tot use only with MiTek connectors. this design Is based only upon parameter shown, and Is for an Individual building component to be installed and loaded vertloaly. Applicability of design parameters and proper Incorpotation of component Is iesponsbllty of building designer -riot truss designer. Bracing shown it for bteral support of Individual web members only. Additional temporary btacing to Insure stability dutkrg construction Is the responsibllty of the erector. Additional petmanent bilacing of the ovetal structure Is the tesponsbNMy of the building designsi. For general guidance regarding labilcatbn, quality control, storogs, delivery, efectlon and biasing, consult QST-N Quality Standard, DSB-89 Bracing SpecMcatbn, and HIB-91 Handling Instaninp and Bracing Recommendation avalable from buss Plot* Institute, 50 D'Onohb Dilvs, Madison, W 153719. MITek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. A„ Ye„ 0 rr 0 For 4 x 2 orientation, locate v plates Ile" from outside edge of truss and vertical web. F- This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 General Safety gates 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 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plats 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 CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slats. 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, ff no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. loom a 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, ffiM PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 R ® 0 1. Job Truss Truss Type Oty Ply HORTON 1 ft a 14277179 15R1749A S ROOF TRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 1916;58:54 2002 Page -1 1.5-0 5.3.5 9.10.13 1-5-0 53-5 4-7-8 Scaler 1 8.3 3,54 12 3A 3 2 8 2.4117 8 5 30 214 = 5-3-5 9-10-5 9-iA-1 5-3-5 4-7-0 0-0-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >90 BOLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X4 SYP No.2D TOP CHORD Sheathed or 5-11-6 oc purlins. BAT CHORD 2 X4 SYP No.2D BOT CHORD Rigid calling directly applied or 8-3-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=3W/Mechanical, 2=514/0-11-5, 5=430/Mechanical Max Horz 2=271(load case 2) Max UP6114=310(load case 5), 2=-266(load case 2) 5=-169(load case 3) FORCES, Qb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1072, 3-4=64 BOT CHORD 2-7=1003, 6-7=1003, 5-6=0 WEBS 3-7-1166, 34=-1071 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 and 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 310 lb uplift at joint 4, 266 lb uplift at joint 2 and 169 Ile uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. tiLOADCASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 +. Uniform Loads (plf) ; ••`Q • ; , Vert:1-8=-74.0 Trapezoidal Loads (plf) pVert: 8=0.0-to-4=-183.1, 2=-1.7-to-5-49.5 P10. 45161 STATE A0RI'D A WAJUaNG - Yor(& dsreByn panasnslen and READ NOTES ONTEIS AND R8VXR86 Sfi)J6 88MAR USE, rtsw Design valid rot use only with Work connectors. This design A bated only upon parameter shown, and It for an Individual building component to be Installed and loaded vertleally. Applicability of design paoamstsr and proper Incorporation of component Is responsRNMy of building designer - not huu designer. $facing shown Is tar lateral support of Individual web member only. Additional temporary btackng to Insure stability dutkag Construction Is the IesponslblAty of the erector. Additional permanent brbckp of the overall shuctum It the respontbMty of the building designer. For general guldancs tegafding fabilcatlon, quality contiot,storage, dsNvery, otreotbn and bracing, consult GST418 Qualify Standard, 081.69 $reok+g Specification, and HIS-91 Handiinp Installing and Stacplrt RecommrtrWalion available foam True Plate Institute, 583 D'Onohivs loDf, Madison, W153719, M Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandIbuildingdesigner, erection supervisor, property 1 securely seat. J2 J3 J4 owner and all other interested parties.. F TOP CHORDS 2. Cut members to bear tightly against eacha other, J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate 2C3O - o Cr joint and embed full Avoid knots and waney' plates r/a" from outside edge of V O a at joint locations. truss and vertical web. a 4. Unless otherwise Hated, locate chords InesP 0 at 1/4 panel length(+ 6" from adjacent joint.) ca 1 BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabtlla/ plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Pk3te type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional • MTek® engineer, 15. Care should be exercised in handling, r' MEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. ` ' FORM18,019 0 N7MOAFRe COVERED PORCH Ii 7 -- 9-4-0 BRG, ) A9 i A11 A13 I t A15 A17 I I A19 A A A A i i A 0 A A 1 A A 1 i3 13-11-0 A BRG. IN ENTRY A AGAR Ec c I tp r Il t( ALL BEARING WALLS TO BE PLACED t t_ 1 PLY HGR. ICTI(E I REVIEW ALL SPAN DIMENSIONS--BRG. WALLS' t PRIOR 70 SETTING TRUSSES.. t . b 2 PLY HGR. ;ENIGNEERED DRAWINGS--LOADING--PITCH AND OVERMANGSIWALLSSHOWNARETOBEBEARING.. - - _I A d 3 PLY HGR. SIGNED APPROVAL: X - I JOB NUMBER: DR1749A DATE: 1-24-01 PITCH: ABRG: LOAD:SHiNGLESCUSPANCUSTOMER: D.R. HORTON 5407-321-1440 BY: T,H JOB NAME: MODEL 1749 "A" ELEV. / H• 12" BLOCK i i Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mllemasters,xts PAGE DESCRIPTION DRAWING N / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 1INSTALLATION DETAIL W/ TAPCONS HORZ SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2 • 104STALLA DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 JINSTALLATION DETAIL W/#8 SCREWS HORZ SLIDING. FIN WINDOW XOX CONFIGURATION INDEX . MASTER FILE NUMBER 2 4 JINSTALLATION DETAIL WITAPCONS HORZ SLIDING FLANGE WINDOW INDEX,:' MASTER FILE NUMBERS 6 INSTALLATION DETAIL SGL. I4UNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 11000 11000 11000,1600 6 2000 8 IINSTALLATION DETAIL W/#8 SCREWS INDEX . MASTER FILE NUMBER 4 7 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 1000,1500 8 2000 1000 9 2000 6 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER WM BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 11 INDEX -. 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLF-XO037 IFLEX0021 1000,1760 S 2000 1500,1000 3 2000 13 INDEX; • 14 ISLIDING GLASS DOOR INSTALLATION WITH 08 SCREWS MASTER FILE NUMBER 8 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1500.1000 & 2000 1000 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE -CAPACITIES 1 HMFLGTR 1000 / 1600 18 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1060/1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE: CAPACITIES 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VM.IN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES1VMFL0 1000/1600 22 • INDEX ' 23. FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 11VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL -MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 8 FIN HORIZONTAL MULLION SECTIONS/ DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFLG 12000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 FLANGE TICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLO 12M. a Paps 1 of 1 14e.motc>is 4e Q AL"Y WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAT 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. 80AFTEST CONCRETE OR MASONRY OPENING yr OTHERS ONE Br WOODBUCKITOTHERS CAULK IETVEEN WINDOW FLANGE 6 WOOD BUCK GLASS (TYP.) SEE NOTES) WINDOWEIGHT Opt By WOOD - BIJCx By OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BUCK WIDTH BY OTHERS SHIM AS R£0'D. INSTALLATION ANCHOR FLANGE TTPE 1/4' H4x.- 3/16' DIA. TAPCON WINDOW FRAME NOTES) SHOWN tiff NOTE 9) lANy ( Sr. lINSTALLATIONANCiR 3/16' DIA. TAPCON SHOWN (SEE NOTE 91 1-1/4' MIN. GLASS (TTP.) EMBEDMENT (SEE NOTES) Q I T it OTHERS f-V.• HQA H.t(OI(IHT I C•7 v CAULK BETWEEN / \Y WINDOW FLANGE J IL WOOD RUCK PERIMETER CAULK IT OTHERS LD4DOv VIDTN 1 STUCCO BY OTHERS C4MK BETVECM SECTION B-B „A°,. I`IG OTHERS WINDOW HGT. I Lx- WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR V G I \—STLL STOOL IT OTHERS CAULK BETWEEN y IJINDOW FLANGE PRECAST SILL t PRECAST SILL BY OTHERS C v 11fSY W/VULKEM 116 i 11 ADHESIVE CAAK OR APROVED EOL. SECTION A -A al ea 0 212M2 TAPCON LOCATION CHART CALL TIP TO LOCALONS!N HEADILOCATIONS IN JAM UP TO LIP TO TOSIZETIP50ps, r SCru D22 74 X 26 C,0 C.0 LJ I,J 023 74 x U 3/6 CAD1 5.C.G.E I. XL W.K.I. D24 7. x 50 5/6 C,G C.D.E J 1/. X d.: Y.: 033 IG6 1/4 x 3S 3/6 I B.C.C.E I ^.Q+ BaAI W.K,L s 1 1J4 x +: • B:C '.?: I •..t £:E.F I.J,K.L G M I J.K. T22 III It I,J T23 111 x 36 3/3 B.0 A.--.A.E.F' U.KI I IA.K.Lis111xB.C.D.E A?.CA.E.F LJAA I,JK L M2 x s. . c L W.K L M3 120 x 33 3/6 B,C,C.E ' I. A,=C.D.E.F W.Kj I.J,K,L 4 x A,H,C.O -' A .C.O.E.,F O I.J.K; I J K 51220 72 x 24 I.J 6030 72 x 36 C.D 3.C.D.E W WA.L 4 C.0 B.CA,E WAl I.J.K: 7020 04 x 21 I.J 7030 6. x 36 B.CSr I 'c.C.O.E AA I.JA.L 7040 4A B,C,-:E 1 C.O.E I,J.K,L I,J.K•L 96 x 24 L.. c._..L L 6030 96 x 36 B.C,C 3.C.O.E I-JA.L WA B.C. B.C,OE.F I,J.9 H I K 9020 108 It 24 0 a.. W U.K.L 9030 108 It 36 B.C.C.E I B.C.D.E IJAL I,J,K.L 4 C C. - A.9.C9.E.F 1 K 10020 120 x 2s I,J I.J,K.L 10030 I 120 x 36 B.c C I A.E.C,O._ F 1•J•K.L I•J,K,L 10040 120 X 46 B.C.E.E A,S.C.O.E F I,J.Kl I,J,KA NOT=S. i) SHfIR AS REO'D. AT EAC_ INSTA-A." ANCHOR. YAx. ALLOWABLE SM:M STACK TO BE 1/4-. 2) wU4DOw FRAIRE MATERIAL: ALUM:YUM ALLOY 6063. 3) TAPCON INSTALLATK)N v.CMOR MUST BE OF SUMCF_NT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SIUCONIZED ACRYLIC CAULK BEHfNO WINDOW F-M4GE AT HEAD 6: JAMBS. Su MUST BE ATTACHED TO THE SUBSTRATE 114TN VULKEM 116 AOIESNE CAULK OR APPROVED EWA . H S) USE SKXONQED ACRr_:. CAU!-K FOR PERIMETER SZ& AROuNO EXTERIOR I OF *mDOw FLANGE. 6) IF ExACT wINDOw SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR CLLWTITY:USTED WITH NEXT LA'gGER SIZE FOR Tr.£ APPROPRIATE DESIGN PRESSURE REOb. i B 7) GLASS THICKNESS MAY VARY PER THE REOUIREMEN`S OF ASTIR E7300 GLASS CHARTS. 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CART WOIGTE wHERE TAPCON ANCHORS ARE TO EE 1NSTKLED WHEN uS.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W'-A (2 STREWS OF SUFFICIENT LTH, TO PRDODE Mw. S/D IN. EMBEDMTNT W%l w00 BUCK. 10) APPUW,#O% Or VULKE; I IE +i*ESN£ CAULK AT -PJAME SILL MUST COMPLY wITH SEALAN' MANS)-A:TuRER•S RECOw4ENOATOKS. 11) w-IERE WINDOW IS INVALLED IN MASC-4RY OPENIN4 vATM A STRUCTUAL TWO V BUCK. USE /•0 SC=EWS OF SVFr-CIENT :EMGTM TO ACHIEVE 1-3/6 IRIN. EIRBEDufNT A. A_L INVALLATION FATTENER LOCATIONS. 250 WTLxN.ATL'x4AL pKWT_ 47I1[ 250, HEA'-i3W, r_--:^ 12746 FHDMI U7 M-0365 rAx 40 SHEATHING CALr1K BETWEEN BY CTMERS WINDOW rift L SHEATHING tNSTALLAtMN ANCHOR t9 SCREW --tSTuC'o OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (ITP.) SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK BY OTHERS i• NM TWO BY WOOD BEDIENTr- /- BY OTHERS INSTALLATI IIANCNORtBSCREW STUCCO OR SIDING BY OTHERS CAULK BETWEEN I WINDOW FIN J I'MIN. 6 SHEATHING SHEATHING EMBEDMENTBYOTHERS SECTION A —A 1/4' MAX. SHIM SPACE SHIM AS REO•D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER WINDOW WIDTH N' [IC. IIMAXTY..) i WINDOW WIDTH TWO BY WMD — B7 QTMERS SHIM AS REO'A SEE NOTES) 1/4• MAX, SHIM SPACa CAULK BETWEEN WINDOW FtN L SHEATHING 1• NM EN BEN- -4T. GLAZING (TYPj PERIr.E7ERSEENOTE7) _ WINDOW j EOUALIY it GCHERS SHEATHING HEIGHT SPACE ANCHORS FTN TYPE WINDOW STUCCO OR 1 (TTP.) FRAME JAN3 SIDING By INSTALLATSON OTIE2S ANEHIOR tB SCREW B 8 j SECTION B-B A MAX 24. O.C. CTTP.) FIN TYPE MAX (TTP) WINDOW FRAME SILL 6' MAX. (7rP ELEVATION v1E M X R;OR MARBLE SILL STOOL BY OTHERS MTA 7-r._. F-1,c.: 3A E. rt.4F. NOTES T {Sn t}+' 1) SHIM AS REO'D. ADNCENT TO EACH INSTALmXION ANCHC?. MAX. ALLOW-BLE S)RIJ STACK TO Y I YJ ;k u'a jar ::T tt x 0 1/4 : t9 : 2) mNDOw FRAIwICA CHOMATERIAL, ALVLNNUL( ALLOY 1i063. 1 !- oRIDA ExTKuDcR 3) R+STALiA7gN IA)St 2£ OF SUFFiC:?H7 LTH, t0 ACHIEVE wN. EuBEDNENT OF t' L _ WTO w00D FRwRWf FM NiE(BER. a. s i :,7 A) USE SIUCONIZED ACRYLIC CAULK BEHIND w.NDOW F;N A' HEAD, SILL B JAUSS. S) USE SKXOtAZED ACRYLIC CAULK FOR PEP:vETER SEAL AROUND EXTERIOR OF TTINDOW FRAME. 6) CLASS 7HKKNESS MAY VARY PER THE RE:JIREVENTS Or ASTM E1300 GLASS CHARTS.. SPACEMAX. 7) d4TALL INSTALLATON FASTENERS AT b' Lux. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURECAPACITYOFs(STALLATIONS• w'M ANCHOR S%ACING AS STATED, IS 70.0 PST FOR ALL AVAILABLE SIZES UP TO 73• x W mAx. SHIM AS REO'D. SEE MT", TWO By WOOD BY OTHERS I I I I 'DRAWN BY: BB I) DATE: 12/ 17/01 SCALE: h. RCPARr9 2f PffiCu[T A APPLILATI6d r%CAWfRLG_ THE.: rm INTERNA:)(fUL /KVT._ SVITr 27A WA-. r, s•aA vHy.: r LLAUUCO pew[ • 27 WS-970 FAX 407 90"366 s SHEATHING jr C uLx BETWEEN BY OTHERS SHEATHING - ANCHOR 08BY SCREW STUCCO OR SI1:tOthRS PERIMETER 1 CAULK, IT OTHERS SEENOTE 7) WINDOW MCIGHT PERIMETER CAULK BY OTHERS TWO By WOOD BY OTMCRS 1/4' MAX. SHIM SPACE SMIM AS REO D. FINTYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW VIDTH Z4. O.C. 7MAX. A TYP.) WINDOW HEIGHT FIN TYPE WINDOW FRAME. Ll SILLMARBLE SILL STOOL BY 24. O.C. OTHERS MAx. CTYP.) 1/ 4' MAX. SHIM SPACE T INSTALLATION ANCNOR f8 SCREW SHIM AS REO'D. STUCCO OR SEE NOTES) SIDING if OTHERS CAULK BETWEEN J WINDOWFINt SHEATHING I' MIN SHEATHINGEMBEDMENTTWO BY vMD BY DTHERS BY OTHERS SECTION A -A WINDOW WIDTH TWO BY WOOD — BY OTHERS SHIM AS RED'D. SEE NOTES) GLAZING ( TIP) SEE NOTE 7) FIN TYPE WtNDOv FRAME JAMB EDUALLT SPACE ANCHORS ( TIP.) B 8 1 A6- MAx. -'----'- TYPJ VATION vlEw U x RSOR 2- 1"n-oxllDAQXRuWt I~ ASm nus # 1/4• MAX. SHIM SPACE PER:METER / CAULK J BY OTHERS STUCCO OR SIDING BY OTHERS SECTION B- B CAULK BETvEEN WINDDV FIN t SHEATHING 1' NDL EMBED)ENT t SHEATHING Y OTHERS MON f3 SCREV l-TES I) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION "DOD MAx. ALLOWABLE SMw StACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SLOICENT LTN. TO AC," MIN. EMBEDMENT OF I' INTO WOOD FRAME MEMBER. USE SwCOMIZEO ACRYLIC CAW( BEHIND WINDOW FIN AT HEAD. SILL k i"& USE SILICOroZEO ACRYLIC CAULK FOR PERIMETER SEA. AROUND EXTERIOR OF WINDOW FRAME. 6) CUSS THICKNESS MAY VARY PER THE REOUW£MENTS OF ASTM E13M GLASS CHARTS. 7) INSTALL INSTALLATION FATENERS AT 6- MAX. FROM CGftERS AND MAX. 24' O.C. DESIGN PRESSOR°.CAPACITY OF INSTALLATIONS wr.+ ANCH•R SPACING AS STATED, IS 70.0 PSF FOR ALL AvuLAM SIZES UP TO 119' x 49 5/8• MAx. RE DESCRIPTION DATE I FLORIDA EXTRUDERS INTERNATIONAL INC SANFORD. FLORIDA TJTLE:INS- ALLATION DETA!L W/ #8 SC EuS HORZ. SLIDING FIN VINDOv xox CONFIGURATION- SERIE, 1000 DRAWN BY: BB ARPR)VED BY: C DATE: 12/17/01 1 SCALE: N. T. S. DWC : FLEX0029 RE AXED STD 1*MMI L APP.ICATION EWJNCCRu4. 1NC_ 2S0 INTCRHMTM[k4L MVT. S01C 230. M(.iHR'JV. H.CjtjDA 227.E P.DNC .07 SOS-0265 f4X .07 50:-0366 W.H. G I A 4 ONE By WOOD CONCRETE OR CONCRETE OR CAULK BETWEEN ODD INSTALLATION ANCHOR BUCK BY OTHERS MASONRY OPENING MASDNIQY OPENING BUCK L NAVY. OPENING 3/16' DIA. TAPCQN BY DINERS BY OTHERS ST OTHERS + B.W 1 I).• WA ONE BY VDOD ( DUCK WIDTH) I 'I CIr2C61ENT BUCK BY OTHERS I/t SHIM _ D I-1/4• MIN. FLANGE TYPE SPACE MAX. CAULK BETWEEM EMBEDMENT WINDOW FRAME SM M AS REO'D CWINDOWFLANGE a JAMB (SEE NOTES) t WOOD DICK INSTALLATION ANCHOR T 1/4' SHIM 3/16• DM TAPCON 0 SPACE MAX. RIGID VINYL i BEAD ASS (TYP.) GLAZING B SEE NOTES) O STUCCO IlBYOTHERS 6'INETER SHIM AS REDID. COTES) CAULK BETWEENCAULKB.IL WINDOW FLANGEWitBYOTHERS (BUCK WINDOW FLANGE TYPE MCIGMT) i WAD BUCK v HEIGHT) WINDOW FRAME PERIMETERH-ADER CAULK STUCCO SEE NOTES) HE) GLASS (TBY OTHERS BY OTHERS W. v. WINDOW WIDTH) CAULK BETWEEN SECTION B—B :. SUCK NOTES: BY OTHERS RIGID VINYL 1) SHOM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. klO«ABLE GLAZINGBEADSHIMSTACKTOBE1/4'. TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. CAULK FLANGEINDOW FRAME 4) USE SILCONIZED ACRYLIC CAULK BEHIND w*0OW FLANGE AT MEAD 6: BY OTHERS SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE W1TM vuLKEM 116 ADHESIVE CAULK OR APPROVED EOVAL 5) USE SXICOwZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. Q 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCMDR CHART. USE ANCHOR OVANTHTY LISTED WITH NEXT LARGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO-D._ 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM C1300 GLASSCAULK BETWEENOVLETTERCNiAP. T1. WINDOW FLANGE 6) WHERE OESIDN AmC R A E T O BE LOCATION CHART s"T t PRECAST SAL Q WHERE tAPCON AMCMORS ARE t0 BE INSTALLED WHEN USs4G THE VRECASTS I16 PRECAST SILLJEXTERIOR ELEVATION AS A KEY. It W/ VUL CAL116 BY OTHERS SECTION. A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCOM ANCHOR OR CSIVE LLKCOL. SHOULD BE FILLED W1TM 16 SCREWS OF SUFFICIENT LTM. TO PROIID"L MIEN. 5/ 6 IN. EMNT INTO WOOD BUCK. W.W. 10) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST A COMPLY WITH SEALANT ",4uFACiuRER S P.ECOMMENDAtIONS. 11) ONE ADDITIONAL FIELD DRILLED 2( INSTALLED ANCHOF IS REO'D, IN A B C p EACH JAMB ON THE FOLLOWING SIZES: "D25" (73 7 62). "026" 73 X 71). "S6M6OM" (55 X 71). h •50M6pM" (71.X71). PLACE ANCHOR BETWEEN ANCHORS -G AND I' AND BETWEEN ANCHORS 1( IE / AND J WINDOW 55 PSF ONLY. 12) WHERE WINDOW IS SUCK. INSTALLED 1N SCREWS F SUFFICIENT C WITH A LENGTH T UK f TWO BY WOOD BUCK. EMBEDMENT HID SCREWS OF S(AFICF.NT FASTEN i0 ACHIEVE 1- 3/8" MIN. EMBEpu£NT AT hL wSTALu;IOM FASTENER T LOCATIONS, ON SIZES NOTED IN NOTE 011 ADD A 2T0 SCREW H ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. B B UNT':AL FLO:DA L. .a':.F. MAMigAC IitkP t V v' TION ern A EXTERIOR- PiKPAATtn )r Pa00V_'1 L AMLICANION C• CALL TIP TO LVCAWM) IN HLAU LU(AID Nt) IN JAMB SIZE TIP TO TO 1 TO TO I TO TO 7n. IN2 26 1/2 x 26 C C C G.M G. GM 1.3 26 1/2 X 30 3/0 C C C G.H GM CM IN4 26 1/2 x 50 5/8 c C C G.M G." Gn.IJ IN45 26 1/2 X 56 1/4 C C C G M cmG MJJ 1N526. 1/2 x 63 C c C G.M G.MJ.J GMJJ 1H6 26 1/2 X 72 C c C I G.M G MJ.J C. i J 2 X M n M 23 37 x 36 3/0 c C C G,H G •1 G M 24 37 X 50 5/6 C c C cM G JJ G .IJ 245 37 X 56 1/4 C C c GM G MJ.J 6 .tJ 25 37 z 63 C C C G.M GMJJ G-.0 26 37 X 72 C C C G.M,I,J G.MJ,J E F GM:IJ ys M n o 33 53+ 1/$ X 30 3/3 C aC B.0 G.M G,M GMJJ34 53 1/3 X 50 5/4 C B.0 SICGM GMJJ GMJJ 3a5 53 1/8 X 56 1/4 C S.0 a.c 0.0 G,M. 0 GMJJ E ':'+!.1 4 35 653 1/ 0 X 63 1 x 7 C C SICB.0B.0 O.M, I.J G.HJ, J GMJJ E f, G.MJJ E F MJJE.F, G.HJJ C23 74 x 30 L. B.c Sc I A.3.CACGJ6 GMJJ C Y.IJ D24 7. X 50 $/s B.c B.c A--.C,0 GMJJ GMJJ EF GMJJ 0245 74 X 56 1/4 B,C B:C IA.C,C GMJJ E•F,GMJJ E F MJJ 025 74 X 63 Sc B.0 A.3,C.D OMJJ E.F.CMJJ Ef O NUJ' 0 74 x 72 1 0.0 B.0 AB.C.O cM.IJ E.F,GJu.J Ef,G,H.u• CM20M 24 x 4 20M30M 24 X 36 c C c G.M G,N G.M 20MAOM 24 x 40 C C C GM G,M G.H 2OM46M 24 X 54 C C C CM GM CM,IJ 2OWS0M 24 x 60 c C C GM G,M GMJJ s X 72 C c c 0, M. G.HJJ I Cmu.j 30M20M 36 z 24 c G." H G "n 3Ou30M 36 X 36 C C C G,M G.M GM 3OM40MM 3c X 40 C c C G,M GHJJ GMJJ 3OM46M 36 X 54 c c C G.M G,MJJ c,MJJ 30M50M 6 x 60 C c C GM GMJJ G.M ki 301- 36 X 72 C C C GMJJ G.HJJ E.F,GM.LJ UM 46M30M 46 X 36 C C 9.c c.H G,H GMJJ 40U40M 46 X 46 c C e.0 G.M G."Ja GMJJ 40M46M 40 X 54 c C I 3,C GM G,HJJ GM,I,J 4OW50M46 x 60 C c 9,C G.MJJ GMJJ E.F.G.M.LJ 40M60M 46 x 72 c c 9.0 G.M I E,F GMJJ fF H I 2.1 M M G.M 4GM30M54 x 36 C S.0 3.c GMGM GMJJ 4SM40M 54 X 46 C B.c S.c c,M G.MJJ G.NJJ 46Ma6M 54 X 54 c e.0 B,C GMJJ G.MJJ E.F,G.MJ.J 46M5DM 54 X 00 c B.C. B.0 G.M,IJ GMJJ FAG.HJJ 4. M 54 x 7 C C 0 M i M l or r. M-M2DM Xs GM GAM GM 50M301A 60 x 36 C SIX B,C GM GM GMJJ 5OM40M 40 X 46 C S.0 L..0 GM G.MJJ GMJJ SOMa6M 6C X 54 C B.c S.c GMJJ G.MJJ E.F,CM.IJ 5OM50M 60 X 60 C B.0 e.0 G,MJ.J GMJJ E.F.C.- .0SOM60M 3MIU.— 60 X 72 e C 8. 0 I 0. 0 G.H.0 . M EF. GJVJ f.F,G.N.0 M 56M30M 66 X 36 ex B,C A.3 CC.H G,H GMJJ a0 56MM 64X AS S.c e,C AB. C 3 G," GMJJ G.NJJ 56M46M 66 X 54 0 c S.0 4.3 c - GMJJ GMJJ E F GMJJ 5SM50M 66 X 60 B C B c AS.C..' O M!.J E.F GM!,J E F GMJJ s6M60M 66 X 72 es S.c • 3.C.= c MJJ f.F C.M.IJ f F G H,IJ• 6OM30M 72 x 36 1 ATeCE: ?.C.2 G M I G:M c.MJJ L 72 x 46 -a.0 8.- .?.c,C G,M G M,IJGMJJ I72 x 54 a B; A,3.C.: C,M.IJ GMJJ EF.G,HJJ 672 X 6C 9.0 B.0 A.B.C.: G,M:IJ E.f,OMJJ 72 x 72 ° B C A.?.C.. G H IJ 1 f.F G M 1J E.F.cmjj IXADDITIONAL AN' -.HORS RE— D. S=E NOTE 11 FLORIDA EXTRUDERS INTERNATIONAL. , RIDA TITLE: INSTALLATION DETAIL u/ TAPCONS HORZ. SLIDING FLANG= WINDOu - SEPTLES 1000 1T-t DRAWN BY: B B kPPP.OV•ED BY: DATE: i0/23/01 ( SCALE: NTS DWG.: FLEX0020 Ck:w. INC. 2% INTERMArJ"JUL PKWI- SJITC 250, KAT-qh'. FI,`s`;D^ 32744 PnCoc 4)7 005-OMS I A4 -C M-03fi( y i ONE BY v000 BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - L WOOD BUCK STUCCO JBYOTHERS PERIMETER CAULK By OTHERS RIGID VVM GLAZING DEAD TYPI CAuLx BETWEEN CONCRETE OR WOOD BUCK L MASONRY OPENING Hwy. OPENING BY(0!S BY OTHERS I-1/4MIN. t! a EMBEDHENT i I INSTALLATION ANCHOR 3/Ia' DIAL TAPCON SHIN AS R£0•D.. 1/ a' MAX SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS h % ( TYP.) (SEE NOTES) B. V. 1-1/4• MIN BUCK WIDTH) END ED,IENT INSTALLATION ANCHOR ^I ONE IT WOOD 3/16' DiA TAPCON BUCK BY OTHERS ST BYHERS SHIN AI REO'D. RIGID vlNr1 1 1/a' HAx. <7 GLAZING DEAD (SEE NOTE TYP. XSEE NO ESS —\ 1 I 18 Al O FLANSC TYPE — WINDOV MANE JAMBCAULK BETWEEN T v VINDOVFLANGEPERIMETERtWOODBUCKCAULKBY O-HERS W. v. VINDOv WIDTH) EIGHT) DUCK CAULK BETVEEN HEIGHT) VOOD DUCK L CAW( BETWEEN WINDOv NAVY. OPENINC FLANGE t PRECAST SILL /'+ By OTHERS v/ CAULK. 116 ADHESIVE SECTION B—B CAWK.(. O ORAPRv'D EOL. FLANGE TYPE CONCRETE OR RERINETER VINDOV FRANE NASONRY OPENING CAULK SILL By OTHERS BY OTHERS a W. W. PRECAST SMIL.L Al C DYOTHERSO ANOTES, SECTION A-A9 4 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. 1JAIt. ALLOWABLE D E SHIMSTAG( TO BE 1 /a-. 7 3) Yttt( D LL FRAME MATERIAL- ALUMINUM ALLOT 6063. 1 ' 3) INSTAL,LATIONM,GtOR MUST BE OF SVFFIGENT LtN. T3 ACHIEVE A_ MIN. EMBEOMENT OF 1-1/4- INTO MASONRY OR CONCRETE. a) USE SKBCDt12ED ACRYLIC CAW( BEHIND wv=w FLANGE AT HEAD J e: B K B Off' ~ JAMBS. Su MUST BE ATTACKED TO THE SUBSTRA-E WITH U VLAKEM 116 ADHESIVE CAULK OR APPRMO EOUAL 'I r S) USE SIL#COOF WI ACRYLIC FLANGE. FOR PERIMETER SEA: AROUND W.H. F G AJ ~ EXTERIOR OF WINDOW FK,wGE. V 6) IF EXACT YMNIIOw SIZE K NOT LISTED IN ANCHOR CHART, USE ANCHOROUAHMYW-EOwill NEXT LARGER 54E. FOR THE [L APPROPRIATE DESIGN PRESSURE REO'0. gz r t 7) GLASS THICKNESS MAY VARY PER THE REOL EMENTS OF ASTM t E1300 DESIGNATIONS CHARTS. THE H I U* e) LETTER DESx:NAT10N5 ON THE tAPCON LOCATION CHART INMATE w TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN J-.u6 SIZE SIZE TO -0.7 1w TO 7OPSF 3019 TO 4OW Av TO 7yy 12 1D 1/8 A 25 B B F,GF,G13 1e 1/8 X. 37 3/0 B B F.GF.Gto to 1q x N s/e B B F,G f,G 165 1e 1/8 x 55 1/6 B B F,GF.G1s is 1/$ x 62 B B FA 16 10 t/s x 71 B B F.G FA.nJ 17 t t x F FG . to 25 1/2 x 25 8 B 1K3 25 t/2 x 37 3/6 B B F,G F.0 1H4 25 t/2 x 49 3/8 B B F,cF,GhJ1M65 25 t/2 x 55 1/4 B B FIG FAIN, 1M5 25 1/2 x 62 B B F.G F,G.H: 1H6 25 1/2 :7t 9 B FA fAxs 1M7 23 1 x 83 B F,G.J.K F,CA.A so 1/2 . 26 30 117 , 3e 3/11 1/ 2 x 25 19 1/2 x 37 3/1 e 0 F,G FA 30 1/2 + 50 5/8. I9 t/2 x 49 5/3 e B FA FA.NJ 30 1/2 . 56 1/4 29 1/2 x SS 1/a e B FA fcCJ 30 1/2 , 6s 29 1/2 x 62 8 B FA F,Gh1so 1/2 . n 29 1/2 1 71 B e f,G.MJ fA,HJ 30 112 84 29 1/2 x e3 e B F.GJ.K F,G.J.K23 36 X 25 36 x 37.3/2 6 e FA FA 2+ 36 x a9 e Be efA f.C.nl F, GhJ2452s1/6 36xSS1/N 36 x 62 B e C. i,CJIJ FAYJ 26 36Ix1 71 B e FAhf D.EJ.G-J 7 B B F,6J.K iAriU < 42 , 30 3/8 of x 23 a1 x 37 3/8 B B FAJU 42 + 50 5/11 all N !/e B BB BFA f,GhJ 42 + 56 Y/N 42 x 63 a x S 1/4 41 x e2 B B FAJL1 D,EiArJ 42 + 72 at x 71 B B f,G.HJ D.LFATJ s a at x 83 F G J.K F.GhJJ.K 48 . 6 Y . > a 3/3 47 X 25 a7 x 31 3/4 B A.0 A.0F.GF,GlIJ 48 . 50 5/3 47 x !f 5/8 65 B BA.0 IA F.G.HJFCI, F. c,HJ le , S6 1/4 48 63 a7 1 t/a AC f c.Mi O.E.F.GN.Is48 727 x 7t B A.0 FA.MJ OXX4A j a a 47 x 63 F n r c, x 32 52 1/e x 2s B A.0 FA 33 52 1/8 x 37 3/8 B AC F,GLl-LF r.,3a 52 1/3 x of 5/8 8A,C F,Gh,IJ3a5 52 1/8 x55 1/a B A.0 FAhJ?35 52 1/8 x 02 a A.0 F,G.HJu tp xACFAhJ2troxe3BcF.GJ.KJ.I<J:K 37 512E NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED Vm_N USING EXTERIOR ELEVATION AS A KEY. ) L INTERNATIONAL. INC 9) ALL FACTORY ~-D HOLES NOT DESIGNATED FOR TAPCON ANCHOR SmOULD BE, FILLED WITH /6 SCREWS OF SUFFICIENT LTN. A T4 PROVIDEMIN. 5/3 IN. EMBEDMENT INTO VOW B:IC(. 1D) A. 00" EXTRUDERS1000 SERIES SINGLE HUNG G ISSHOWN. THIS Pf d ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 MIO 2000 SEE L E VAT i 0 N SERIES SINGLE NW(GS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TOO BY WOOD BUCK. USE 110 SCREWS OF VIEWED FROM EXTERIOR SUFFtCICN( LENGTH TOACHIEVE1-3/6- MIN. EMBEDMENT A7 ALL INSTALLATION FASTENER LOCATIONS. FLORIDA EXTRUDERS SANFORD, FLORIDA I I" P. EaAREO M: RODWA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES IODO , 1 00 a 2000 DRAWN BY.: BB APPROVED BY: 1, DATE:10/ 09/ 01 ISCALE.NTS 'DWG.: FLEX0016 7qN EnG"LEftW. PC-. 250 IAER,IADO ^ KY_ SLATE 250. nE-TWtW- FLOIND+ 327+6 PH01IE +07 e05-MS Fax 407 BCS-0US I CAULK BETWEEN SHEATHING v1NDOv FIN L By OTHERS SHEATHING INSTALLATION A•[HOr B WOOD SCREW STUCCO BY OTHERS PERIMETER CAULK By OTHERS WINDOW BIGHT GLAZING LTYPJ ME NOTES) PERIMETER CAULK BY OTHERS 1' MIN. EMBEDNENT Two BY WOOD r- BY OTHERS SHIM AS R£O'A ME NOTES) T/4' MAX. J SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) ME NOTES) FIN TYPE WINDOW FRAME 1MARBLE SILL STOOL BY OTHERS WINDCW VIDTN SHIM AS REO'D - cSEE NOTES) CENTRAL FIAd—awA B.O.A,F. MANUFA'CTURM NA o GLAZING (TIP. rn>cI2 1jy3/ (SEE NOTES) r VtnDOVi WIDTH I I A 1 B B 24• Dc. MAX. NI —, EQUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT 1 A g 6J il 6' MAX (TYPJ ELEVATION vIEwED FROM WERIOR rim TYPE WINDOW rRAME JAMB PERIMETER CA' LKBY OTHERS MAX SHIN SPACE TWO BY WOOD STUD BY OTHERS I' Min EniEDmEnT SHEATHING' By OTHERS CAULK KTVEEN WINDOW rim B SHEATHING INSTALLATION ANCHOR RS WOOD SCREW STUCCO BY OTHERS SECTION B—B NOTES' 1) SMM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIN STACK TO BE 1/4-. 2) WINDOW -FRAME UATERUI: ALLOANW ALLOY 6063E - 3) INSTALLATON ANCHOR MUST BE Or SUFFICIENT LIM. TO ACHIEvE MIN. EuMmENT. or 1- INTO WOOD BUCK. 4) USE SILCONIZED ACRTL4 CAULK BEHIND WINDOW FIN AT HEAD, SILL k JAM-*S. 5) USE SILICONIZED ACRYLIC CAULK FOR PERN.ETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE 6 NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTRY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P.EOUIREvENTSOF ASTM E1300 CLASS CHARTS. 6) rLORIOA EXTRUDERS 1000 SERIES SINCtE HUNG 6 sHOwN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SING:? HUNG WINDOWS. INSTALLATION JAN TWO BY WOOD w8WOODBYOTHERSSTUCCO BY OTHERS 2 ': REV DESCRIPTION DATE INI CAULK - BE FLORIDA EXTRUDERS INTERNATIONAL, ANFO D, FLORIDA WINDO t SHEATHING BY OTHERS .. 1'MiN. .) TITLE: INSTALLATI_N DrTAI_ W1#9 SCREWS EMBEDMENT SECTION A —A slNs_E HUNG F1N UINDDsr — SERIES 10DO, 1500, L 2000 DRAWN BY: B9 APPROVED BY: 1 DATE:12/13/01 ;SCALE: N. T S DWG.:FLEx0026 SHT I OF 2 xe. Ac R. G —T L AAhtrAtf3, rr tl rr4uL_ IMC. 2w IMIEft0T1buL KWT._ SWtE 250. lx7R:w FLORIN 32746 Pwlle 407 605-0365 FAX 407 WS-0366 a r CONCRETE OR INSTALLATION ANCHCRHASIY'a1Y OPENING DIa TAPCONBTOTHERS ONE gr WOOD J3/ 16' AULK DETWEENBUCKBrOTHERSGODBUCKL AS'Y. OPENINGCAULKBETWEENaTOtNERSWINDOW, FLANGE GLASS (TYP:) L VOCO BUCK 3-3/4' MIN. (SEE NOTES) A EM3EDM•_NT GE A S ddSTUCCO -1ITOTHERSSHIMASREOD. 1 tIs• MAX ! r"" SEE NOTES) PERIMETER CAULK By OTHERS FLANGE TYPE WINDOW FRAME W.W. GLASS (TYPJ A ISEENOTES) ARIDGEDVINYL GLAZING BEAD B.M. / • — BUCK / HEIGHT) pVxBB vINOOV SIGHT) RIDGED VINYL I GLAZING DEAD W.H. D. W BUCK WIDTH) SHIM AS REO`D. 114' MAX. SEE NOTES) RIDGED VINTL GLAZING BEAD 1-11" win CONCRETE OREwKOKwYMASTGPENUNG By OTHER; D INSTALLATION AMCNOR 3/16' Dla TAPCON.. v 0 ONE By WOOD V BUCK BY OTHERS FLANGE TYPE / v WINDOW FRAME tAIA.K BEtvEEnWINDOWFLANGE PERT +ETER L WOOD BUCK CAV_K By OTHERS EA(XK BETWEEN WOOD BUCK L W.W. NAVY. -OPENING VI"DOW WIDTH\_ BY OTHERS STUCCO BY OTHERS SECTION E-B 24' = TMAX (TTPJ FLANGE TYPEWINDOWFRANCYP.) PERTIETER 1..-- - CAULK w BY OTHERS H ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WINDOW FLANGE L PRECAST SILL W/VULKEM 116 PRECAST SILL ADMESTVE CAULK BY OTHERS OR APRV'D. COL. - SECTiON A -A_,. _. _ T 51M AT REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOr+ABIE Smw STACK TO BE 1/4-. 2) WINDOW FRAYS MATERIAL: ALUM— ALLOY 6063. 3) }/16- DMTAPCOn WALLATION ANCHORS OUST BE OF SUiFCCCNT LtH. TO ACHIEVE wN. EUSEOMCNT OF 1-1/4' INTO MASONRY OR CONCRETE - CAULK MEAD JAMBS. SILL PUTT BE4) USE SKICONIZEO ACRYLIC CAULK BEHIND WaIOOw FLANG£ A. ATTACHED TO THE SuBSTPATE WITH VULKEM 116 ADMESwE CAULK OR APPROVED EOIIAt. S) USE S L COI#ZED ACMUC CAULK FOR P£Ru(ETER SEAL AROUND EXTERIOR OF YIII PLAMOC. 6) 6 EXACT WINDOW SIZE IS MOT LISTED AMCNOR CHART, USE ANCHOROUANMT LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'0. 7) CLASS THICKNESS MAY VARY PER THE REOUPDIENTS OF ASTM E1300 WSS CHARTS- B) WHERE SPACING BETWEEN TAPCON AOCKORS EKCEEDS 24 IN. O.C.. IF SCREWS OF SUF'FIGEMTLTH. TO PROVIDE mgN. S/.B IN. EMBEDMEN a INTO WOOD BUG( D BE INSTALLED- T ALSO APPLIES TO THE9) FLORIDA EXTRODERT 1000 SERIES FIXED WINDOW IS SHOWN. TMISFLORIDAEKTRUDEPS2000SERIESFIXEDWINDOWS. 10) SEE BACK OF INS SHT. FOR KNSTL'N ANCHOR REOtAREMENTS- I) APPUFA7IOM OF VULKEY 116 AOMESNE CAULK AT FRAYS SXL MUST COUPLY WITH SEALANT mANUFACTURER'S RECOmmEN0AT10NS. 12) WHERE WINDOW IS INSTALLED IN mASONRY OPENING WITM A STFIXTUAL TWO BY WOOD BUCK. USE 110 SCREWS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/3- MIN. EMBEDMENT. 13) WINDOW UMTS CAN BE WiLLEO TO OTHER UHKTS USING ALUMINUM TUBE YuuuON. SEEMULLIONINSTALLATIONSHEETSFORP.E01KREm£NTS. INTERNATIONAL. 1:;C' FLORIDA EXTRUDERS SANFORD. FLORIDA TME:INSTALLATION ,_TAIL V/ ONE BY BUCK FIXED. FLANGE uINGJv - SERIES 1000 L 2000 DRAWN BY: BB APPROVED BY: 1 1n0i' W2 DATE: 1`0/22/Oi (SCALE: NTS DWG.: FLfX0018 SHEEi 1 0: 2L PREPARED b1'.:,pRoWa TtCHmOLCCY CORP.. 2a0 IgTDIMATOAL P(IY, SWAtE M. nC4trM1Ow. iL0110A 31146 PHONE m7 305-0365 M: W) %: .3fa M. SHEATHING By OTHERS CAULK BETWEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR 18 SCREW EXTERIOR FINIS" BY OTHERS PERIMETER / CAULK by OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR — 19 WOOD SCREW EXTERIOR FINISH BY OTHERS _\ I- MIN. EMBEDMENT WINDOW WIDTH rHByOTHESI"G yIu SPACE j j Flpg A B.O.A.F. ySHINASREO'D.+`[' SEE NOTES) Aiviz NAME- t 1/4' NAIL r if 1 U V SHIM SPACE -t ` ME # 1 + GLAZING SEE NOTE 6) GLAZIN( SEE NOTE 6 CAULK BETWEEN WINDOW FIN EH3EDMEN' L SHEATHING SHEATHING BY OTHERS SECTION A -A MCIGHT FIN TYPE WINDOW FRAME SMIM AS REO'D. 1/4' MAX SEE NOTES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A -w-I ELEVATION VIEWED FROM EXTERIOR Fr." 1 OOb :'.. TP.1m BY: PROOua TEC-40, 00 WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANiCMDR 89 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B EXTERIOR FINISHPERIMETER CAULK BY OTHERS BY OTHERS NOTES 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2). WINDOW FRAME MATERAL- ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE SUCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND.EXTEROR OF WINDOw FRAME. 5) USE SUCONIZED ACRYLIC CAULK BENNO VANDOw m 6) CLASS THICKNESS MAY VARY PER REOUIREMENTSOFASTME1300CUSSCHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASSALSO OUAUFIED. 7) FLOR OA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS ISOO AND 1000 SERIES PICTURE WINDOW. 8) SPACE INSTALLATION ANCHORS At 6" MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITt ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73- X 71' OR 63' X 95" OR 119' X 37-3/8" MAX. 9) WVOOW UNIT CAN BE DULLED TO OTHER UNITS USING ALUMINUM Tu4E MULLION. SEE MULLION INSTALLATION SHEETS FOR RECAEMENTS. iVA I"I:: CORP., 250 WTERINT701NL ISCALE:N. T. S.jDWG.:FLEXUUJU LME WMHT. hOROA 52744 PHONE 407 NoS-0365 FAX 47 ENS-03" U CAULK IETvEEN WINDOW FLANGE L WOOD BUCK CCNCRET£ OR NA>aiRT OPENING IT DINERS ITTER?9. FiNiSH r Oi-VtS K_RIXTER CAULK of OTHERS WINDOW FRAME MEND ExTER1OR vtNDDv FRAME - SILL PERIMETER CA.+^_K IT OTHERS EXTERIOR FINISH — IT OTHERS CAULK ILTvCEN VOOD BUCK L MASONRY OPENING BY OTHERS ONE IT WOOD BUCK IT OTHERS INSTALLATION ANCHOR 3/16' DTA. TAPCON d , , MIN EMBEDMENT 1 1/4- MAX. SHIM SPARE SHIN AS REO'D SEE NOTES) GLAZING (TYP. SEE NOTES) CAULK IETVEEN WINDOW FLANGE 4IWOODHOCK CONCRETE OR IIASWT CANR.K BETWEEN Br OTHERS FAS"Y OPENING SECTION A- NY DINERS IMSTALLATION ANCHOR 3/16' DIAL TAPCON SHIN AS REO'D. SEE NOTES) 1/,- MAX. SHIM SPACE y1)ESHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERuI: ALUMINUM ALLOY 6063. 3) 3/,S- DIAL TAPCON INSTALLATION ANCHOR MUST 6£ OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEOMENT OF 1-1/4" INTO MASONRY OR CONCRETE. PLACE TAP_ON ANCHORS 6- FROM CORNERS A 24' 0. C- MAx. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED mTH /6 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD LACK. 4) YJ4ERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO'ACHEVE 1-3/6' YIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE S.uCOM M ACRYLIC CA.P.K S_ N1D WINDOW FLANGE AT HEAD. SILL JAMBS. 6) USE Sn=mZED ACRr,/C CAULK FOR PERIMETER SEA: AROUND EXTERIOR OF WINDOW FLANGE. 7) GLASS THICKNESS MAY VARY PER THE REouIREMEN'.S OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OLNLnED. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO ADEOUATELYTRANSFERLOADFROMWINDOWTOTHE 'STRUCTURE. 9) FLORIDA ExTRUDERS 1000 SERIES DESGNER WINDOW SOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES II 20DO SERIES. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CCKFIGLIRATKMMS. TmS SHEET APP'JES TO ALL CONFIGURATIONS irAT CAN SE MANUFACTURED FROM THE 1000. 1750. k 2000SERIESDESIGNERMEDWINDOWFRAMwCSYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS L'SHNG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUxREMENTS. A EXTERIOR ELEVATION SHIM AS REO'D CSEE NOTES) WNDOV FRAME JAMB GLAZING (TYP, SEE NOTES) FI- 1/' MIN. EnSEDNHEnT sH1H SPACEJ BUCK1 ONEkV WOODBTCT/ERS PERIMETER CAULK — IT OTHERS / EXTERIOR FINISH •-- BY OTHERS WINDOW WIDTH 1NSTALLATI"H ANCHOR 4 3/16' DIA TAPCON CAULK BETWEEN V;GD ILCK L MAST OPENING 81 O/nERS C 1 CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING By OTHERS SECTION B-B EXTERIOR EL**VATION o • Q ,-,/.- MIN. N FLORIDA EXTRUDER, SANFORD, INTERNATIONAL, EMBEDMENT 1 ONE IT WOOD T1TLE3'L.ANGE INSTALLATION DETAIL EONC'.=D: TE KADER v/) BY 'CK BUCK BY OTHERS VI"/ 4 DESIGNER rixED WINDOW 1000. 1750, t 2000 SERIES DRAM i BY: DB APPROVED BY: V ,t DATE:02/I2/02 SCALE: NTS DWG.: FLEX00 5 Na(s.iKl n• HCXV t9t,&W t7N'. I,M FMtN =* a+I. W-C I)A -4a ftw. PLMI W4 net b F1-Ct! Ir o fl•oM INSTALLAT:ON ANCHOR 1-3/e- MIN. ONE BY BUCK 1:6 SCREW EMBEDMENT DT DINERS BUCK WIDTH 1/4' MAX. SHIM SPACE CAULK BETWCEN WINC_Y BUILD DOWN by DTHERS CAULK BETWEEN TWO IT BUCKFLANGE SKEATHIMG ALSO APPLES N. tv0 By raNiNG L C3NCR TF TO SILL1 1) SHsM AS REO'D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SKIM. MAX. it OTHERS BT OTHERSALLOWABLESHIMSTACKTOBE1/4'. PLTYDDD (T •P, 2) WINDOW FRAME MATERut• ALUMINUM ALLCY 6063. IT OTHERS t-3/6' MIN 3) TAPCON INSTALLATION ANCKCRS AT SILL Mr,1ST EE OF SUFFICIENi :TK. TO K:-IEf SKIM AT PEC•DIIEMBEDMENTMEMBEDMENTOFi-1/1 INTO MASONRY OR CONCRETE. 110 INSTALLATION IN. ciEENOTEb 1NE iA^LAI:dI ANC."CR SCREWS A7 HEAD h J.W?SMUST BE OF SUFFIC:EN! LENGTH TO ACHIEVE 1-3/6' MIN. EMBEDMENT INTO WOOD FP,AMING. ANDBUILD DOWN WHERE REQUIRED. EXTERwit FINISH — INSTALLATION ANCMCRS @ SCREWS TO BE PLACED 6 IN. FROM CORNERS k 2- IN. Q BT OTHERSD.C. MAX. WINDOW FRAME 1 CA4.:Lx BETWEEN A) USE SILHCON¢ED ACRrJC CAULK BEHIND WINDOW FLANGE AT DEAD. Sr" II vAMBS. JAHIB \ YINXW FLANGE 5) USE SILCONRED ACRIT.IC CAULx FOR PERIMETER SEAL AROUND EXTERIOR OF t W_OD BUCK1, WINDOW FLANGE. GLAZING (TYP, 1/A' MAX. Sew SPACE 6) CrMSS THICKNESS MAY WART PER THE RE.OUIREMENTS OFASTM £1300 GLASS OUALECD. SEE NOiEE> Q CHARTS. SINGLE "ING IS SHOWN. INSULATING CLASS6 ALSO i) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE 4NGIEERED BY Q 1 0 HERS BUPA DOWN MUST 8E OF SIATFICEh7 STRENGTH 70 AECOwTELr iRAT15FER LOAD FROM WINDOW TO THE STRUCTURE. I i 6) FLORIDAEXTRUDERS 1000 SERIES DESIGNER WINDOW SHOW. THISPRINT ALSC TO FLORIDA EXWJDERS PERIMETER CAULK APPLES1750SERIESk 2000 SERIES. CONCRETE OR BY OTHERS v B) ELNAtIONS SNOW COMMON CONFIGURATIONS, I INT IS NOT INTENDEDTOLUSEOFSHINA. PEaD THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SKEET APKIES TO ALL PERIMETER CAU CAULK BY BT OTTERSNOTES) CONFURATIONSTHAT CAN BE MANUFACTURED Fn. u THE 1000. 1750. a 2000 BY OTHERS SEE SERFS DESIGNER FIXEDW:MMOw FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED to OTHER UNITS USING ALUMINUM TUBE WINDOW ViDTH WINDOW fRAHE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. M HEAD xTER:J FINISH SECTION B—B BY OTHERS I .woow HEIOHT ExTE?: OR V: NDDV FRAc SILL PERIMETER CA.,:,K BY DTTEPS EX.ERICR I' OTHERS 11 GLAZ: NG (TYP. SEE NOTES) SKIN AS REDID cSEE NOTES) BUCK HEIGHT 1 sKIe 1<'icT- F10P ELEb'a-ION I a ' CAULK BETWEEN d L WINDO1 ITLWD 1E E N CENTR X LN F,,Or'tiD 4B. (3. di. F. 'WA EADuc BEr N WOOD t--K MI.", OPENING _ ONE If WOOD F'4 $NAM£:IT OTHERS BUCK' BT OTTCRS I CONCRETE OR c!•rTION A — A MA'M F" #r L NASD*"INSTALLATION ANC-? Br 0171f4s3/16' DIA. 1APCON L WINDiY WIDTH A. FXTERIC = E' EVATION sue. N• roMKI ttenox• ?. tfN sIP.R?a HI. LMZ N: K•M+AMn• AAIM. sr -a pox s+ Ar nM: N.. r+ Cr fY 9 1' JINN ENE CAULK BEHIND TIN S A'MI N r OTHERS Two /r BUILD DOvN Br OTHERS r8 INSTALLATION SHIN AS REO'D. ANCHOR SCR£v CTYP.f { CSEC tzles) 1 VN• MKSPACE 1 PCRtETER CAULK BY OTHERS FIN. FRANC HCA01 GLAZING CTYP. SEC POTS) ExTERIOR PCRb[TCR CAULK fIN FRANC SILL BY OTERS SH+.N AS REO.D.- cSEE NOTES) / EXTE21Ot fDNISH— BY OTmCRS to BCSTALLATMN AMC)OR SCREV 1tYPU SHEAiMNG Br HERS r KIN I _ J SECTION A -A I) Smw AS REO'D. ADJACENT TO EACM INSTALIATNDN A.VCINOR WITH LOAD BEARING SMIM, MAX. ALLOWABLE SwM STACK TO BE 1/4'. 2) WINDOw FRAME MATERLLL: "OPIUM ALLOY 6063. 3) USE SVC0w2ED ACRYLIC CAULK BEwNO WINDOW r.N AT MEAD. SILL k dAmSS. a) USE SLCOwZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTEROR OF WINDOW FRAME. 5) CLASS TwCKNESS MAY vARY PCR TIE REWREMEWS OF ASTM E1300 CLASS CHARTS. SNNGL£ GLAZIG 1S SMDW%. RNSI/LA:rNC CLASS IS ALSO OLIAIFIED. 6) SCREW ANCHORS AT HEAD. SK.L k JAMBS SHOULD BE /B SCREWS OF SUFFCIENT LTM.. TO PROVIDE YIN. I IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /6 SCREW ANCHORS 6' FROM CORNERS AND 24• O.C. MAX, 7) BUILD DOWN AROUND CURVED PRY" Of WRNOOw FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SufrCENf STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. IRIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES l.2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFICURATONS. IT 6 NOT INTENDED TO LIMIT USE OF TINS PRODUCT TO THESE TWO CONFOURATONS. THIS SHEET APPLIES TO ALL CONFICURATONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. Q 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTMCR UwTS USIG ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. wwDOw wOTH A 1 NAIODKI11EIDMT 8 B L Vol NAL I Woo SPACE A EN tvo BY FaANNIIG XTERIOR ELEVATIO DT DINERS R. a • CAULK >E•HINII FIN tw sy lg pas # r 2W2 1/4' 1MT. R? INSTALLATION DIAr $PACE ANCHOR SOREV NTrP) SMITH AS REO'D TvO IT FRAWG Br OTHERS SEE NOTES) CAULK BEHIND rIN FIN rRA C UAMD GLAZING (TTP. — SEE NOTES) L rat EVEINEXT SHEATHING r CTNERS ExTERIOR EXTC?iDR fiwSH BY 01.ERS wINww vIT.N PERIMETCR CAULK Br DTHERS SECTION B-B A + EXTERIOR ELEVATION FLORIDA EXTRUDERS'SANFORD, FLOORIDA TnlE: FIN 1NSTALLA ION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/14/02 SCMZ:NTS DWG.: FLEX0037 Aa•An Nre+ Nte.aoer cs )IN wNrA+.Nw a.N. m Nx ,N:.N.NNev.. r..wr W'r • ok[ w NAw.s •.r .n Nn-.NaN 13 CONCRETE OR SHIM AS RE'0"D INSTALLATION ANCHOR MASONRY OPENING (SEE NOTES) 3/16' DIA. TAPCON BY OTHERS CHOR CAMK BETVEEN INSTALLATION (TY WHERE DOOR FLANGE Rd SCR<v <iYP. WHERE t VOO1l BUCK CAULK BETWEEN ONE BY VOOD iAP_ONS ARE NOT RED"D.) VOOD BCUCK E BUCK BY OTHERS PERIMETER MAS-1. OPENINGCAULKBYBYOTHERS 1 1/6• MINrOTHERSEMBEDMENT STUCCO SLIDING GLASS BY• OTHER Q DO t FRAME v 1/4• MAX. JAMB o 1 C F SHIM SPACE CONCRCTE OR OPENINGByOTHERSarflTHERs INSTALLATION ANCHOR CAULK BETVEEN 3/16' DIA. TAPCON VOOD BUCK LMAS•r..OPENING BY OTHERS V CAULK BETWEEN SL DIHfu GLASS DIA R 1 maxSTRIP L HOOK STRIP \ Q VD BUCK 1-3/4' MIN E!+.£DHEN: V 1 G TENDERED GLASS AUL TYP.) DOOR FLANGE INSTALLATION ANCHOR t WOOD BUCK, RS SCR£v cTYP. VHERE - TAPCONS ARE NOT REO'DJ SLIDING GLASS fRITER ONE BY WOODPMFDOORFRAMECAUCRI MASONRY K BY I r_ SUCK BY OTHERS HEAD OTHERS M iOR ASONRr OR STUCCO BYOTHERSBYOTHERS4— S.G.D. VIDTH CO TEMPERED /, T fb /7 . B• O•A.F.TEHPERED GLASS GLASS ( TYP.) SECTION r' A R Alll is SLIDING 1SLIDINGGLASS DOOR —/ DOOR n 1- _ s k .• .. C 1 eINTERLOCK MEIGHT MASTER FILE# S HOOK STRIP DETAIL SLIDING GLASS I D3GR FRAME Slll D RaJ— 1/• MAX. SHIM SPACE 1 1/4' MIN. EMBEDMENT I G ONE BY VOOD DUCK BY OTHERS CAULK BETvEEN G VOOD BUCK L 1 NAS'Y. OPENING TB BY OTHERS l SM'M AS RED'& I cSEE NOTES) 4 INSTALLATION ANCHOR 3/ W DIAL TAPCONI C K BETVEEN I) DOOR mTERIAL• ALYMtMw ALLOT "fil I) ToCOH TYPE MSTALLATION AHILIIORS NUS: BE Or AirlCuNt LENGTH TO ACHIEVE MIAL EMSEDM CXI Or1-1/4• INTO MASONRY OR CONCRE7C- .. 3) ALTERNATE TAPCOM INSTALLATION ANCHORS FRONT TO ucx M ALL rRAME MEMBERS. ._. A) TA COd ANCHOR CHART ON IACA: Or THUS SHEET. S) 46C ULICOrUFED ACRYLIC CALLK DEMMD DOOR FLANGE AT HEAD L JAMDL 6) RISC SRICOMXD ACRYLIC CA" FOR PERIMETER SEAL AROUNA"EXTERIOR Or-D66L .. 1DO ) IT EXACTORSIZE12 )Ot LIMB IN A/UOR CMARI. USE ANCHM,CL ANTITT .LISTED V:TM NEXT LARGCR SUL no THE APPROPRIATE DESIGN PRESSRIR REWIL - B) rotPOCKETODORSIZESUSECLOSESTD•PASi DOOR SINS L COiIGLOATTON TO rtMSHED OPENING RACE-TAPCONS. IN rRONT Or HOOK STRIP AS SHOWK 91 GLASS THICKNESS MAT VARY PER REWIREKNIS Or AST" EM GLASS CHARTS. 10) ALLfACTORTAPPLICDHOLESHOTDCSIGmATCDNORTAPCONANCHORS)OJLO M fILLEO WITH AB SCREW: W swriCTENTLENGTHTOPOVIDCHIMS/B' EMBEDMENT INTO WOOD IUCKK, W DOOR HAMt Is APPROvEB us" TCMPCRED GLASS IN SINGLE GLAZED ON INS(AATRG GLASS. lb JAMB / SILL CODERS ARE TO BE SCALED VITN A SMALL ARMY SEAM SEALER. H3H SHINASRCWILATC. SET Or MSTALLA,ION AMC-W'- NAx ALLOWABLE DUNS STACx TO BE I/A' , 1A> ALL INSTALLATION ANCHORS MUST BE M42C Or CCM'1O4 RESISTANT HAT£RIALS. J IS) LHER[ •x• REPRESENTS ROVING PANEL AND 'W REPRESENTS NIXED PANEL APPROv£D , A f COiIGIRATIOMS ARC AS LISTED ON ANCHOR C)MRi ON DAtx Or THIS SMCEt 16) NOT ALL SCWWKRATIONS LISTED AWVC ARE SHOWN ON THIS DRAVING. mOwcvER INSTALLAIM EXTERIOR ELCVA""ON SECTIOMS AW. I-r,, L HOOK STRIP DE-11. APPLY t0 IMSTALLA110N Or ALL AP ROVCD CDWVAr 3EDMENT 2PANELDOORS TVN IMSTALRAtiOi 11) INSTALLDEtAPCW1HEACH FAIR Or rACTORT APPLIED IN:iALLAT1OK HOLES IAA.fSS NOTED D • . G A 1-3/R' M:N OtHERwISE ON N{MOR CHART. SEE DACK Or THIS SHEET. . tb fLOOBAEXTRUDERSMoSERIESSLIDHNCGLASSODORISSHMDvTHIS ACHY ALSO APPLIES TO G I= SERIES AN' SN'SERtEi. Q A D s D LIBERALLY APPLY-'_- CAU1,0 r.H UNDERSI»L INSTALLATIONANCME? OF CONCRETE OR SETSILLIN DED 3/36• DIA, TAPCON SECTION A -A cg n DATE: 10/25/01 ]SCALE: NIS IM #:FLEX0021 I F—aPTA K. PRpKi L APPLICATION EMWA£ERWq INC.. r% INTERNAimmu PAN-_ SvttE zm. )c.ndo, rLamr;A. Sr7H6. ,DI-as-Ori3 r- H07-CS-DTI SHEATHING BY GTKtRS OR SIDINGBYOTHERS PERIMCTER CAULK BY OTHERS INSTALLATION ANCHORSHIMASRE'0' D7 R8 SCREW DOOR WIDTH SEE NOTES) CAULK BETWEEN TWO BY WOODDOORFLANGE %.BY SLIDING GLASS OTHERSISHEATHING DOOR FRAME JAMS K I //R \ / SM,H SPACE 1.1/sl MIN. - EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS TYP.) PCRIMETCR . CAULK BY OTHERSTEMPERED GLASS (TYP.) S. DOOR ri; yJ HEIGHTSECTION B 10.4 rrLTVy SLIDING, GLASS, DOOR FRAME SILL D MAX. SHIN SPACE - TWO By WOOD 1-1/9 HIM. /— BY OTHERS SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR R8 SCREW CAULK BETWEEN DOOR FLANGE t SMEATNING INSTALLATION ANtMOR X8 SCREW TWO By WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING tllI 1- 1IB' MIN EMBEDMENT SHEATHING BY OTHERS SHEATHING By OTHERS TEMPERED GLASS STUCCO ( TYPE STUCCO OR SIDING ORSIDINGBYOTHERSBY OTHERS SLIDING GLASS DER INTERLOCK HOOK STRIP DETAIL U DOOR LHKCC9-ALLOY 4061 2) ADINSTALLATIONMATERIAL; SQVS HAuiT K OF'STALLATION LC GTO TO ACHIEVE MST GOEDHUM1-1/D' LE TH T .TACMICVC HI INSTALLATION ANCHORS AT SILL IR)ST DC DF StfFKNnT LENGTHTOAp4EYEMALEHDED'Eie' ? 1 1/4' INTONASOMMr OR CLNCKTE:.. ..... .._. INSTALLATION ANCHOR CHART ON JACK W THIS SHUT. 41 UKStUCO4ZEDACRYLICCAULKBEHINDDOORFLAHGEATMEAD L JAMn S) USESLH304ZEDACRYLICCAULKGORtCRIMCtCABEALAROUNDEXTERIOROfDOOR. 4) rEXACTDOORSIZEISAD? LISTED IN ANCHOR CHAT I'S£ ANCHORONA MTITT LISTED WITH-KXT LARGER SIZE. rOR THE APPROMATC DESIGN KSSRE eto-D._ --- - . 7) GO! /OCAET DOOR SIZES USE. CLOSEST IVVASS DOOR SIZE L COFIGURATJOM TO rbdSMCD OPCHNL PLACE HNSIALLA? HOM ANCIQL IN rRONT Or HCOK STW'AS SNOVH D) CLASSTNICxKSSMAYVARY ER R£ONARCMENTS O7 ASTN C13M GLASS CHARTS -' JOOR %MITISAPRDVEDUSINGTEWERED. GLASS iM SD4LU GLAZD Ot'INSULAIP4 GLASS . 30) J4MJISILLCORNEASAnTOKSEALEDvITMASMALLJOINT. SCAM SEALER . 11) SHIM AS REO'D At EA SET OF INSTALLATION AW-OMAX.M MAALLOvAAC $HIM S149 TO.K 1i4•. 12) ALL INSTALLATION AACHCRS MUST K MACE Or C]RROSION RESISTANT MATERIALS TIN VKRE 'a• KmSENTS Cvm AKL AND jr CPTKSENTS FIXED AH[I APPRDvED COrIORATtDd ARE ASLISTEDQAANCHORCHANT04BACKWTHISSKIT- 1 t EXTERIOR ELEVATION "' TIONS E•*. -3- L POW STRIP OCI:2. AP'-? TO INSTALLATION OF ",»o 'n°" G EMBEDMENT COIIGARATIO L .. UI A 1- 1/4' MIN, 2 PANEL DOOR SHOWN Ib GLWDA CXIMACRS IN* SERIES SLIDING GLASS DOR IS SOW ?MIS MWd ALSO APPLIES TO 2M SERIES AND SJO SCRIES, A D LIBERALLY AUMY CALLKING U4DCR SILL OR SET SILL IN HfD INSTALLATION ANCHOR OF CONCRETC 3/ 16' DIA. TAPCDN. SECTION_ -A F 12W2 i V DESCRIPTION DATE INI FL RIDA TRINC- SSANFORD FL TITLE: SLIDING GLASS DOOR INSTALLATION WITH ' #8 SCREWS - APPROVED -' DRAWN BY: ? BBY: ATE: 12/17/ 01 (SCALE: NTS DISG /FLE=27 SMT 1 DF NF AMR F PRDOICT t MPLKATKM (NGEKC* L YC- Y.) )MTERHATwN ft-. =TC 27R. +CATIiv. 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EMEELMrh Q 4 !• k8 x I/2 SELF TAPPINS S<S TlS'ALLATL=f, ARL-CB 31. / 16' TAPC!? N SCR-rV V it;i CT-Olir LION yc A ATrv. tLiP :.: MvL ON TO CONCRETE 4 H EAZALIES Ta ilEAJ k SELL WHERE I' X L& 2' X 4' .ue!: ACU Vjs ARE Ul r- INSTa_LATta1N ANCHM f 3/LE' DIA TAPCC•NSCREV ANCi-W CTYP.) SILL CLIP f I/a• NiN, a -, r PRECAST SELL BY OTHERS G_! xl! IARY Pi,AT; 4DD. TICtiALANCFGRS, V- N REQUIRED) 1 _ SMS ( TYP.) — LFTAT,_ A ( ELNA, jO T ' VIEWED FROm EXTERIOR I FLORIDA EXTRUDERS SMFF01W, nO=A T Tm— SER. 1000/ 15u0 "FLANGE- SHEET 1. OF 2 i VERTICAL M i> L i TUN SE T LOINS SEALANT` BET•EEN ! v[ Nst>ti cLANzs j SEE. -ITHER SIDE (SHEcT 8 0r 2) FVR XLMhksx1-1//2?^SELF DESIGN. PRESSURE. CAPACITIES TAwPINc_ srs FEB 1 _ ID RAxx:1 sH APpxovED BY.. DATE: 2/1 /02 1 SCALE: N,T$ D1fGJ 1 VMF LG k8 IC I-1/2 SELF, \C SEALANT TC'. VAN SEALANT BETVEEN TAPPING SMS VIND.V FL4NGrs VINDGV FLANGES L iK1WD% Asa x .-!rz sLLI SECTION AA(7;A—A(7; TAPPING ISMS DETAIL C SECTION A —A (4) T, BLsic, r -- F" k8 x 1/2 SELF TAPPING SMS ao I X 2 X I /8 1CCC S.H. — a 3/8 jAvn (TYP) 1 TUBE KrU *% JAMB LTY2.1, 1x£ X 2/2 SELFT8FX 1/2 SELF£x 4 X.3/5TA.P?:'.tiG SMSA. PiNG S..S TL-PE MU + 1f "% lOC S.n. n t Ay' >?En.c-N \, SEA AN 2E Vs-N A.*.£ tTY°.: 4 V.NLOW F:AA,;S :.i .J F.ar L MULLION [ X i-2/2 SELF TAFPIN! SMS X c 7/16 X 1/4 ^X 2 7/IE % 3/£ UK ff r_L:Cti TL'3E Y.JLLIttiti1tIICS— .i„i S.h L JAMB CTYP.: JAMS C'YFJ 8 X 1/2 SELF !B X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN Wi+tGiV FLANGES u8 X 1-1/2 SELF L M31;.LION TAPPINGSM SEALANT BETWEEN WINDOW FLANGES t MULLION so X I-Y2-S._s SECTION A. —A TAPPING SMS ¢c^T! L • ON A —A (4) • 1 X 4 X 1/£ 1 X 4 X 3/8 TU2E M7Ll IONFv— T.* rxF'I OL'O S.M. 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EET_ 2 OF 2) OR` DESIGN., PRESSURE CAPACITIES FIB 15 22G02 DRAerr RY:MSH APPROVED HY- DATE:2ibi02 ISCAMINTS DWG.: I VMHMELG SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.V DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- ML LLIOM 0 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (1) k ' r lJR D. 2000 P.W DESIGNER SILL CTYP. 08 X 3/4 SELF TAPPING SMS APPLIES TO HEAD & SILL WHERE 1' X 4' AUXILIARY PI DETAIL C & 2' X 4' TUBE MUWONS ARE USED M ADDIT101AL ANbM,-WHEN REDUMED) SHEATHINGFM ' B © 0 INSTALLATION ANCHDR 08 WOOD LION SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK BY -OTHERS 08 X 3/4 SELF 3000 S H. TAPPING SMS HEAD CTYPJ 2n P.V./DESIGNER SECTION A —A (2) S X 3/4 SELF PING SMS 2 X 4 X 3/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGE - L MULLION 1 X27/16X TUBE MULLION SST BETWEEN 08 X 3/4 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS L MILLION L MULLION , rl000 Sit2000P.W./DESIGNER 2000 P.W DESIGNER HEAD (TYPJ SILL CTYPJ / SILL CTYPJ 08 X 3/4 SELF / 08 X 3/4 SELF SECTION A —A UTAPPINGSMSTAPPINGSMS I X4X1/8 / 1 X 4X3/8 TUBE MULLION / TUBE MILLION 08 X 3%4.SELF 08 X 3/4 SELF 1000 S.K TAPPING SMS 1000 Sit TAPPING SMS HEAD CTYPS MEAD CTYPJI LD SECTION A —A (3) SECTION A —A (4) MULLION APPLIES To MEAD & SILL WHM 1' X 2' I' X 2 7/16' TUBE MUUUONS ARE USEDDETAILB MAU" 1 1/8' MIT(. EMBEDMENT INSTALLATION ANCIOR LIB WOOD SCREW rnNb IORIZ CLIP I LB' MIN EMBEDMENT L 7-oll A- r FLORIDA. EXTRUDERS Ate° AftW M: SER. WOO F I N SHEET I OF 2 - fW!ld- HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF; 2> FOR DESIGN PRESSURE CAPAC IT I ES;: DRAWN BY: MSH APPROVED BY: DATE:2/6/02 sc=:NTS Dxc.: 2HMFINTR 2000 P.V DESIGNER SAL (TYPJ 09 X 3/4 SELF APPM SMS 1 X 2 7/16 X 1/8 TUBE MULLION ANT BETWEEN SEALANT N FLANGES WINDOW FLANGES U.MN L NLLLION 7a. X 3/4 SELF I' Sms HEAD CTYPJ ECT10N A —A ("A —A f1 i CENTRal "RWA B.®.)'F. jLkPIUFA t.OiPiD % MASM FIi.E # . SEALANT 8ETVEEDN WINDOW FLANGES L MULLION 2000 P.V./DESIGNER SAL (TYPJ 8 X 3/4 SELF TAPPING SMS T1X4X1/8 TUBE MULLION CONCRETE OR 14ASUNRY, BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON SCREW ANCHOR (TYPJ Oil 8Y WOOD EXTERNAL: MULLION INSTALLATION CLIP BUCI( BY OTHERS Q..' MULLION2000P.V./DESIGNER ; 08 X 3/4 SELF SILL (TYPJ 2= SJL TAPPING SMS HEAD (TYPJ {8 X 3/4 SELF SECTION A —A (2) TAPPING SMS 2X4X3/9 TUBE MULLION Q SEALANT BETWEEN 4 L 1 .1/4' MIN. vDVDOV FLANGE EMBEDMENT ADETAILI 09 X 3/4 SELF 1-- A TAPPING SMS- 2000 S.IL 2000 P.V./DESIGNER HEAD (TYPJ SILL . (TYPJ -- - i8 X 3/4 SELF SECONAAA-A - (5 _ - TAPPING SMSIX4 X 3/8 - ELEVATIONTUBEMULLION VIEWED FROM EXTERIOR T FLORID4EXTRUDERS °;A SER 20QQ;_FLANGE SHEET- I ;13P, 2 TRIPLE HORIZONTAL MULLION ,SEMONS i8 X 3/4 SELF k8 X 3/4 SELF ZOW TAPPIGSMS 20 TAPPING SMS SEE OTHER SIDE ( SHEET 2 OF .2) FOR S.KHEAD ( TYPJ DES I GN =PRESSUR£v CAPACITIES " SECTIO A- A(3) SECnON A —A (4 8 g DRAIFN BY: _MS dPPROYED BYc ;' scaila: NTS;--.' Dvc.._ =2Hhi1<LGTR_-- _ TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMB WHERE I' X 4' DETAIL B a do T' X 4' TUBE MULLIONS ARE USED) 2000 P. V DESIGNERSILL (TYPJ to X 3/4 SELF TAPPING SMS 1X 27/16X3/8 TUBE MULLION 27 1 2000 SA JAMS (TYP.) I X 2 7/16X 1/9 2000 S.H. TUBE NULLMN JAMB CTYP.) I X 2 7/16 X 3/9 TUBE NULLMN DETAIL TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION DIM INT'ERNAL J IX OR 2X MULL p 2 X 4 X 3/8 TUBE KXAMN SSEALANT -------- SEALANT , . BETWEEN X'I-Lj2 SELF - 2000 SX VD(OOW FLANGES TAPPING'S14S WINDOW 'KILLION L,"uLLIm . 14" (Tfp.) J L IX OR 2X MULL to X _1/2 SELF TAPPING SMS 8 X V2 SELF INSTALLAM4 ANCHOR 3SECTIONA-6 SECTION A -A I 4m TAPPING SMS IA LA 1616' DI& YAPCON SCREW ANCHOR CTYP.) I X 4 X t/9 I X 4 X 3/9 1 Ink. SILLSILL CLIP TUBE MILLION TUBE MULLION 8 SELF 200 &K. EM S.K OuBirclV FLANGESL S14S EMINENT JAMB MR) .IAMB (Typi • MJLIJON SECTION A-A-M PRccAv sill By 6,HER a x Li . 2 SELF AUXILIARY_LAIE 8 x 1/2 SELF TAPPING SH (FOR ADDITIONAL ANCHORS, WHEN REOLBRED) TAPPING- SKS ST a A X PP nuu ( TyP X1, PpTA — T IAW_mBETWEEN #8 X 1-1/2 SELFSEALANT; . SEALANT BETWEEN FLMGESwnam WINDOW FLANGES TAPPING SMS MULLIONLIONLMULLION 08 X L MULLION A A ... S'X 1-In SELF TAPPING SKS SECTION A A (31 - 'SECTION A -A (4) VkSELF TAPPING S14S CTYP.) E`SAT- ALEVAMO MEW-D FROM EXTERIOR l9wom,_FwFmAFLO%D FLORIDA EXTRUDERSwmAT'oN'u' MAL L 2cocmu-SER. - 2000 FLANGE SHEET,'l-OFC -146R IZONTAL, VERTICAL -MULLION INTO SIDE (SHEET,-2 .OF 2) FOR,. SEE OTHER DESIGN -PRESSURE'CAPACIT,IES. ID81, 21002 JBH AppRom By. Dun By. IDATL-2/2/02,.. ISCAT :NTS.,. jD'wd__-_.2 MR NFLG Fs SEALANTINS LANGE N a MLLION lowCZN'li{ri. 1rLv>'IllA #Iu..i'. MANUAGWRER NS la2 01f/va prnav MAME FRE # 2000 P.v./DESIGNESOLO P.V DESIGNER RSILL ( TYP.) SILL "(TYP.) 08 x 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS IX27/ 16X1/8 tX27/16X3/E TUBE MULLION TUSE MULLION SEALANT DETWEEN r? 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (1) SEALANT KTVEE SEALANTVD(ODWFLANGESNBETWEEN WINDOW FLANGES i. MULLION L MULLION 20DO P.VIILSIGNERSILL ( TYP.) 08 X 3/4 SELF TAPPING SMS IX 4x1/8- TUBE MILLION M8 x 3/4 SELF 1000 Stl. TAPPING SMS HEAD ( TYP.) , SECTION A -A (3) ALO( tLIARY PLATE ADDOTODWL APAIM. VNEN REDUQRED) DETAIL C TWO BY WOOD BUCK BY OTHERS i APPUES TO HEAD do SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED INSTALLATION ANCHOR 08 WOOD SCREW ( TYP.) EXTERNAL MULLION INSTALLATION CLIP MILLION SOLO P.VDESIGNER A SILL ( TYP.) 08 X 3/4 SELF 1000 S.H. TAPPING SMS 08 X 3/4 SELF HEAD ( TYP.) TAPPING SMS 2x4X3/ 8 _,_ SECTION A —A (2) TUBE MULLION L fEMBEDZMEN11/8 IIEY6D4s1 SEALANT BETWEEN —VIEWEDFROM EXTERIOR WumOWFLANGEAPPUESTOMEAD.& .SILL WHERE I' X 2' a'MUiIDN _. _. - ' _.. k_.1•-X 2 7/IC-TUBE MULUONS ARE USED ALLATION ANCHOR 0 WOOD SCREV TYP.) r2WO P.V./DESIGNER 08 X 3/4 SELF HOWL CLIP SILL ( TYP.)' TAPPING SMS TAPPING X 3/4 SELF PING SMS I000 S.M. SECTION A -A (5) I X 4 X 3/8 HEAD (TYPJ ENRT TUBE MULLION FLORIDA EXTRUDERS mTERNAT'ONAL, laic SANFORD, FLORIDA TM: SER. 2000 FIN — SHEET 1 OF 2 , TWIN HORiZDNTAL MULLION SECTIONS 1y` SEE OTHER SIDE (SHEET 2 OF 2) FOR X 3/4 SELF = DESIGN PRESSURE CAP AC I T I ES SMSf... EB HEAD ( TYP.) DRAVN BY: MSH APPROVED, BY. _ SECTION A —A (4) DAte2/6/02 SCALE:NTS n1rc.:: 2HMFINTI! TYPICAL MULLON TO CONCRETE • JAMB' APPLIES TO JAMB WHERE 1' X 4' DETAIL B k Y X e TUBE MULLIONS ARE USED) _ Q I s 2000 P.W./DESIGNER SILL CTYP.) 08 X 3/4 SELF, TAPPING SMS1X 2 7/16 X 3/8 TUBE MULLION 8 X 3/4 SELF 2000 S.H. TAPPING SMS E HEAD CTYPJ.. SECTION A —A (2) SEALANT BETWEEN WDOXIW FLANGE M)LLIDN MANUFAC>TURM- NAM SEALANT BETWEEN WINDOW FLANGES L MULLION 2000 P.V DESIGNER 2900 P.V DESIGNET2 SILL CTYPJ r SILL CTYPJ i8 X 3/4 SELF / •8 X 3/1 TAPPING SMS TAPPING 1X4X1/8 - iX-4X3/8 TUBE MULLION I MY I r TUBE MILLION wilm a 2000 P.V DESIGNER SILL CTYPJ 8 X 3/4 SELF TIPPING SMS , iX27/16X1/8 TIME MULLION I ti> FLANGESI L-A4 MULn II8 X 3/4 SELF 2000 S.H. TAPPING. SMS HEAD CTYPJ SECTION A -A (1 i CONCRETE OR MASONRY BY OTiIERS \ 1 VWALLATDON AND43R 3/16' DIA TAPCON SCREW ANCHOR CTYPJ EXTERNAL MULLIONONEBYWOOD' INSTALLATION CLIP HtJCIC BY OTHERS Q MULLION 2000 P.W /DESIGNER SILL CTYPJ x8 X 3/4 SELF . TAPPING SMS .: 2 X'4.X 3/8 TUBE MULLIONL. Q 1 1/4, MIN. EMBEDMENT DETAIL B/ r-- A NB X 3/4 SELF LL- A TAPPING SMS 2000 SJi HEAD CTYPJ SECTION A —A (5) ELEVATION.. VIEWED FROM .EXTERIOR FLORIDA EXTRUDERS RD° TWA MULLM" _ ..._ 'rhm* SER. 2000 . FLANGE SHEET" :1 OF-' F . 2 - - TWIN HORIZONTAL'MULLIOW CTI NS' 08 X 3/4 SELF R8 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIRE C SHEET: 2 OF ~2) :FOR 2000 SiL 2800 ' DES I GN- PCTYPJRESSURE_ £APAC I T I ES, J ; HEAR CTYPHEAD SECTION A -A (3i SECTION A —A (4) 1 r F 9 2002 uttrt BY. MSH tPPRovEn-o?r'. ; , t nsr& 2 4/02 scuE; NTS .l mic.? -2HMFL'.GTiJ q6 Aura AV PLA wm ADCNTIDML ANmom WNFJ/ REOURRm 0 CENTRAL FLORIDA B. ®. A. F. MORNAMIMER NAM: o _o pLoR/af A'r vDbeS =77SEALANTBETWEENvisorFII,fN # 7 H A". VINDOV FLANGES k MILLIM . 2WO P.VIDESIGNER 2uuu r.v.1mjAj"LR I SILL (T4 SILL(TYP.)• 8 X 3/4 SELF N9 X 3/4 SELF TAPPING SMS TAPPING SMS, 1 X 2 7/16 X 1/8 1 X 2 7/16—X 3/8 TUBE MULLION ` TUBE MULLION SEALANT BETWEEN ` WINDOW FLANGES 08 X 3/4 SELF 000 S.K TAPPING SMS1WAD (TYP.) SECTION A -A (1) SEALANT BETWEENSEALANTBETWEENWV4wvFLANGESWINDOW .FLANGES t MULLIONLMULLION 2000 P.V/DESIGNER IFSILL (TYP.) r-N9 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION 118 X 3/4 SELF 1000 S.M. HEAD (TYPE ON A —A (3) 1i8 X 3/4 SELF 1000 SIN. TAPPING SMS HEAD (TYPE SECTION A -A (2) , SEALMT t MULLION APPLIES TO HEAD & SILL WHERE 1' X 4' A'1 ^ & 2' X 4' TUBE MULLIONS ARE USED - DETAIL SHEATHING INSTALLATION ANCMR u8 VOOD SCREW (TYP.) TVO BY WOOD BUCK BY OTHER EXTERNAL MULLION INSTALLATION CLIP MULLION DQAn—t A 20DO P.V./DESIGNER I N SILL (TYP.) A / N8 X 3/4 TAPPING SMS 2X4 X3/B TUBE MILLION 1 1/8' MIN. EMBEDMENT rLEVATION VIEWED FRON;EXTERICR DETAIL APPLES TO NW & SRL **RE V X r ' & I' X 2 7/1C TUBE Yt U"d ARE USED - ALLATION Ah*mR SECTION A -A (5) '8 VWD sCREv TYP.) M,xn CLIP2000P.V./DESIGNERDESIGNER SILL (TYP.) TAPPING SMS SELF 98 X 3/4 SELF TAPPING SMS 1000 S.H. 1 I/8' mx 1 X 4 X 3/8 MEAD (TYP.) EKSEDVEM TUBE MULLION INTERNATIONAL, fmc 09 X 3/4 SELF TAPPING 'SMS 1000 S.H. MEAD (TYP.) 4FCTION A -A (4) FLORIDA. EXTRUDERS sANFoRD. F FdDA Tf LF- SER. 2000 f IN SHEET 1 OF 2 1 p,/ HORIZONTAL MULLION SECTI NS v V SEE OTHER SIDE <SHEE.T 2 OF-2) .FOR DESIGN PRESSURE CAPACITIES. 1 EB 2M., DRAT/N $Y:M$H APPROVED_BY.,,.,. DATE:2/6/02 SCALE:NTS -, DXc: -2HMFI:N.,: S TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAL48 WHERE I' X 4' DETAIL do 2' X 4' TUBE MULLIONS ARE USED) a SEALANT ]ETVEEN V FLANGES L NULLm L MILLION 2000 P.V./DESIGNER 2 P.V./DESIGNERSILLCTYPJSILLCTYPJ 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS1X27/16X3/ 1 X 2 7/16 X 1/8 TUBE MU MN TUBE MILLION 8 X 3/4 SELF 18 X 3/4 SELF TAPPING SMS 2000 TAPPING SMS 20M S.M. HEAD CTYPJ MEAD CTYPJ SECTION A —A (I) SECTION A —A (2) SEALANT BETVEEN VDNDW FLANGE L MULLION O CT iAskcTuo goR# SEALANTEALAANFLAN SEALANT.DETVCEN VINDOV VDDnV FLANGES L M LLIM t MULIJON 2000 P.V DESIGNER 2000 P.V DESIGNER SILL CTYPJ SAL CTYPJ 8 X 3/4 SELF 98 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 4.X 1/8 1 X 4 X 3/8 TUBE MULLION TUBE MULLMN 8 XTAPPING SMS 3/4 SELF '\-#8 X 3/4 SELF 2000 TAPPING SMS 2000' SJt. __ ... HEAD S.H. MEAD CTYPJ SECTION A —A w SECTION A —A (4) CONMTE OR MASONRYBYOTHERS INSTALLATION ANM14M 3/16' DNA TAPCOM SCREV AN.FW CTYPJ ONE BY VOID EXTERNAL MULLION g INSTALLATION CLIP HUCX BY OTHERS MIAA 01N 2000 P.V.LDESIGHER SILL CTYPS 8 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MILLION Q ! L1 1/4' MIN. EMBEDMENT . 9 X 3/4 SELF' L ATAPPINGSMS 2000 S!L r HE" CTYPJ - SECTION A —A (5) ELEVATION VIEWEO FROM EXTERIOR FLORIDA EXTRUDERS sAmim, rAk INC SANFORD, FIARIDA' r' SER. 2000-FLANGE SHEET ;1 OF.(2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE CSHEET=2 OF 2) OR DES IGN PRESSURE-CAPACI T I ES:J2002 =. DFIA1fN sir: MSH I PPROVAu DA1E;2/4!O f,. 3r ILL$. l". DWG.: - ay TVC BY WOOD BUCK BY OTHERS DETAIL 1 1/8, mix EMBEDMENT am SA 2M S.M. I X 2 7/16 X 3/8 41 JAMB (TYP,) 1 X 2 7/16 X 1/9 AND CTYP-) TUBE MULLION /-TUBE MULLION 2 X 4 X VS TUBE MULLION L SHEATHING 8 X 1/2 SELF 88 X 1/2 SELF INSTALLATION ANCHOR #8 WOODTAPPINGSASTAPPINGSMSSCREW (TYP.) SEALANKTWM VINDOVTFRAME9 MULLEN 9 x I-V2 SELF, TAPPING SMS SECTION- A —A (1 CENTRAL FLORIDA B.O.L-F- MANWACTURER NAM: F- 44&w KA& M ]PIE # 7 I X 4 X 1/8 1 X 4'X 3/8 TUBE MULLEIN _TUBE MULLION EXTERNAL MULLION INSTALLATION CLIP 2m S.K MULLEN .t7 JAMB ( TYP.) APPUES TO READ &.SILL WHERE 1' X 4* 2' X 4* TUBE MULLIONS ARE USED a x 1/2 SELF APPLIES TO WAD & SILL WHERE I" X 2* TAPPING SMS & 1- X 2-7/16- TUBE MULLIONS ARE USED L14STALLATMN ANCHOR DETAIL $ 8 WOOD SCREV TYP.) SILL CLIP SEAL ANT #9 X 1-1/2 SELF WINDEIV FLANGES BETWEENI I/ir MIN. TAPPINGSMSLMULLIONEMBEDMENTZSECTIONA —A WAnMG DETAIL C wwo, FROM*; 2= I.H. 2W S.KJAMB ( TYP.) JAMB (TYP.) 18 X 1/2 SELF 09 X 1/2 SELF I mml TAPPING SMS TAPPING SMS SEALANT KfkiEEN SEALANTBETVEEN WINDOV FRAME WV40DV FRAME. L MULLEN a x 1-1/2 SELF_- sa,.x I-L-,2 SELF TAPPING. sms TAPPING, SMS SECTION A-6= SECTION A -A 4) OUR ADDIT161NAL-ANCHORS:' 1-VMEN REWLRED) A 8 SELF.TAPPING SMS CTYP.),-. nETAIL 2 KJLL113=N.. A fROM EXTERIOR FLORIDA- EXTRUDERSMo NnAo,=C Tnu: SER.' 2000FIN SHEET 1 'OF 2 VERTICAL SEE OTHER SIDE (SHEET 2 OF -2) _`FOR DESIGN PRESSURE: - CAPACITIES - DRAWN BY- MSH APPROVED -BY. DATL-2/ 6/02 ISCALE NTS JDTG.:. 2VMFIN ONE BY VOOD DETAIL C 2000 S.M. 1 X 2 7/16 X 1/8 ' 2000 SFL i X 2 7/16 X 3/8 BUCX BY OTHERS JAMB (TYPJ TUBE MULLION JAMB (TYPJ TUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIN. d BY OTHERS EMBEDMENT Q d • . 8 X 1/2 SELF MB X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA _ TAPCOM SCREW ANCHOR CTYPJ EXTERNAL MULLION INSTALLATION CLIP2X4X3/8 SEASJET WEENTFLAN53ES SEALANT BETWEEN TUBE MULLD]NVIN a MULLD]N VINDOV FLANGES a MULLION TYPICAL "MUWON TO ,CONCRETE O HEAD k8 X 1-LE SELF II8 X 1-1/2 SELF I APPLIES TO HEAD & SILL VNERE 1' X 4 TAPPING SMS - JATAPPINGSMS dc_2'.X 4' TUBE MULLIONS ARE USED) SECTION A —A (1) SECTION A -A (2) 8 X 1/2 .SELF DETAIL SMSASELF INSTALLATION ANCHOR 3/16• DIAL TAPCON 1 X 4 X 1/8 1 X 4 X 3/8. SCREW ANCHOR (TYPJTUBEMULLIONTUBEMULLIONSILLCLIP f18 X QTAPPIN. FLANGES 2000 SH JAMB cTYPJ 2O00 Sx JAMB rrYPJ a MULLmN SECT10N A 'A- (5) 1 V4' MIN. EMBEDMENT DETAIL C PREGST SILL"BY OTIffRS AUXILIARY `PLATE FOR_ADDITMNAL_ANCHORS rEN REQUIRED) GQ _ ._.. a X 1-1/2 SELF 68 X 1-1/2 SELF SMS, CT'1_. J DETAIL. I MULLION TAPPING, SNS TAPPING SMS ELEVATION SECTION A —A W 'SECTION A -A (4) VIEWED FROM EXTERIOR A IId1'ERi+tATi0NA1.,IWACF-LORIDA EX'TRUUERS ;3AMMANWATimSHEET: vvl VERTICAL MULLION SECTIONS SEE OTHER.,S-IDE - 'SHEET; 2.>OF`2) FORT-# DESIGN PRESSURE"CAPACITFES mim BY: JBH dPPR04ED"HY M 2/2/02_"., Sc4t.>,) NTS D!rc• " 2VMFLG'. 7"- MIAMhOAt MIAdi-1-DADECOUNTY. FLOR1 METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFF. METRO -DADS 1:LAGIX.R WILD 140 WH.Tr F'LAGW t S"I'Itr-M", SUrlli I MIAMI, I-I.OIUDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305) 373.2 Premdor Entry Systems CIMTRAC Cott LICENSING SEMI ail E. Jeferson, P.O. Box 76 (303)373.2127 VAX(3o5)373 Pittsburgh XS 66762 CON•r1tAMoR VINFO RCI-WK INT MVIS 305) 373-29" VAX (305) 373. Pttouuc r coX•rnot. utti•t, 305) 373.2902 FAX (305) 372- Your application for Notice of Acceptance (NOA) of: Energy 6-8 S-W/E Inswing GIazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Karni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami•Dai County Building Code Compliance Oitice (BCCO) under *the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. if product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval. if i determined by BCCO that this product or material faits to meet the requirements of (lie South Flor Building Cede. The expense of such testing will b,- incurred by the manufacturer, c- ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Raul Koangucz Chief Product Control Division THISIS TILE COVERSHEET, SEE ADDITIONAL PAGES Fog SPt: CIVIC AND GENERr1L CONDITIONS BUILDING CODE S PRODUCT REVIEW C0N•IMITTEE RZ s application for Product Approval has been reviewed by the BCCO and approved by the Buildi Je and Product Review Committee to be used in ivlinnli-Dade County, Florida under the conditions h above. APPROVED: 061051200i Francisco J. Quintana, R.A. Director Mianli-Dade Count, Building Code Compliance 011ic s Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE SI'L'CIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with, the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 2? not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-!V/E Insiving Ctazed Double ,Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings.' 3. LIMITATIONS 3.1 This approval applies to singl: unit applications of pair ofdoors and single door only, ns shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang!c between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc desi ncd 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 reduire a hurri, 01otcction system,. 3. 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.REQUIREIti•IENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1. This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components sclected for the proposed installatio 6.1.3 Any other documents required by the Building Oflieial or the South Florida Building Co. SFBC) in order to properiy evaluate the install ion of this system. Ivlanu t Pcrcz, P.E. Product Co ro Exam Product Control Division Prcmdor Entry. Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. S. Any of the following shall also be grounds for rcmoval of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it npplics, shall be provided to the user by the ninnufacturcr or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for tenitinntion and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP" ANC ManuerPcrcz, P.E., Product Contr xam Produ 'ntrol Division Glazed Units x X0, Ox. OXO xx, Oxx0 COP-WL-RIAOIDO.02 FIBERGLASS DOORS 6'8" Height Inswing 2'6" 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" TV Not Listed Not Listed — — 2V + 1'0" 2'8" + 1'2" 2'10" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO2'10" + 1'2" 37 + 17 TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO l'O" + 2' 10" + 1'0" 17 + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" - 3'0" + 1'0" 1'2" + 210" + 1'2" IT" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2'10" + 2'10' 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the 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, Vale or local building codes specify the edition required. 5 Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade OCCO protocol PA201, PA2,02 & PA2u3. O O akc aft '" NIkVkC#,^AS kn TNV 11(rnMi N"n.Tw,„r./Awly"l"rrDw.r 'r "9 Apt 190AT . 2 our,04munp prupam W pX nmlpo:cm(d mats sotC4 60al, Qt%q. mo p•oaocl Masonite International Corporation do-1:V1-iea 10 CA31V .00 A Oou", Glazed Units X X0, OX, OXO XX, OXXO COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing 2'0" 2'6' _ 02-0418,03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" 31" Not Listed Not listed 2'8" + 1'0" COP-WL-MA0163.02 02-0418.03 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 1T TV - 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO 1'0' + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 21" + 1'0" l'0" + TO" + l'O" 1'2" + 2'10" + 1'2' 17 + TO' + 1'2" 2'6" v 2'6" - 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 210" + 2'10" j TO" + TO" + TO" 2'8" + 21" COP-WL-MA0162-02 02-0418.03 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-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'l0' + 2'10" + 2'10" TO" + 3'0" + 3'0" + 37 1. Occr arrangements using fewer panels than wha! 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 6 geographic location is determined by ASCF i (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. Odkcrat.f AR i 1 r r .' .. orlru.etY tree I .U.. 1:'1 .\<t hv'rNY UOOvGh O.;+: rwur9. rara Masonite International Corporatior. OwCm4 nu':qOropranl of potW ;mprWprtnh maueS foeriucs4on3. Oesip+ Na Dro7.c1 Glazed Units COP-M-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing Masonile International COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NO7x7 Arrarigernent a X11 0X, CXO Singles (vJd1h) 2'0" 2'6" 218" r 2'10" 3'6" multiples— 21" + 1'0" Not Listed rnal COP-WL-MA0148-02 Not Listed r4lami-Dide BCCO. 02-0423.01 Application Filed) 40.0 NO 2'8" + 17' 2'f 0" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO I 1'0" - 210" + 1'0" 1'2' + 2'8" + 1'2" 1'0" + 2 8" + 1'0" + 1'0" + 3'0" + 1'0" 1'2" + 210" + 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" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I 2T + 2'8" 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'l0" + 2'l0" + 2'10" 37 + 3'0" + TO" + 37 Notes: 1. Door arrangements uscg fewer panels Char 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, tnsta"alion ins%!,%ons are available from the tdasonite International websile (www.masonite.com) or from the technical center. Acluai design pressure requi, amens for a specific cuilding design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). Nation, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. O akcraf, f EKwWnP.1 ..N1'.1• N," A R . a..,",.•.1, a..M RNT.Y DOOR-. N•miw4•e /t•.plu C..' 0•"n Mn, F.atr,20^t Masonite International Corporationr.w <0.:Uo l{ 9rC^.•;nofmoa.m mpl0aeneM maal7 apeFF:1:.O.a. Gage TJ;IX..;1 7:'i' ad6.ef1 .a .root WIWI.; .1*11. Glazed units COP-UJL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X r 2'0" COP-WL-MA0166-02 r ir:l.ioiltlm 02.0423.03 Application Filed) 47.0 r •. •, NO 2'6" 218" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" masoniie international COP-WL-MA0168-02 miami-me Bcco 02-0423.03 Application Filed) OPRating 47.0 Impact Flateg NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 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" S'0" + 3'0" + 3'0" XX, OXXO 2.8" + 2.8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 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. 0 Oakr,gaff iM"IfEW F.n.:KG.,ASS RNl'nY n00"S r4..p" E"-, Apf ww Or.n„ D.w• Co, 0, Masonite International CorporationOurcwn,ny" popnm of po0De1 +npDeemen mawee eoecmu.one, OespD en0 wDOuc. Mag S.bMto cMDpe wnnout nonce. COP-M-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing Arrangement X le 1th) 2'0" nammummmai COP-WL-MA0101.02 11m i. l 01-1031.01 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed 1 !Multiples +th) 2,8"' + 1'D" 2'8" + 17 2'10" + 1'0" 2'10" + 17 37 + 1'0" 3'0" + 17 masonite international1 COP-WL-MA0103-02 1 02-0109.10 Application Filed) 1 • Rating Impact! 55.0 NO X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 17 + 2'10"+ IT 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined byASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff W ,..,,Isroin Ts• <J AR EK'" [..1„.,.lIY 1.o", e'1MF.MGI.A%5 KNIKN UOOMS NwTxvi"aeWlM"[nary peon ICU rilV e l%n • 11"a 29. 2002 Masonite t n t e r n a t i o n a 1 C o r o r a t 1 o nIMComno,tp DmWam, M dlodua mdrovemen* mares smdK~s, dRgn and Dfodua p oew suoty eo [mope + `om nett Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing COP-WL-MA0121-02 01-1031.02 76.0 NOX 2'0• 2'6" . 2'8" " 2'10" 3'0" 3'6" Not Listed Not Listed 1Multiplesdt X0.OX. OXO 2'8" + 1V MasoniteInternaiInal COP-WL-MA0123-02 Miami -Dade ::.. 02-0109.09 Application Filed) r. .. 55.0 1+ • 1. NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 17 COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + IT 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + .3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 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" + 2T 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. Q akcxaff AR EK" e'INe:NGI.ASS ENTRY DOORS N".V a 4F%.%%. b-,0— ao.e 29. I00i Ow r Deer. Masonite International CorporationowcmNrwingMoon", awood" i"orov"e malletswikalioas. ongn and Mooun W&4 S.bwl 10 th pe RilaoN nwKe. Opaque Units COP-M-MR0100-02 . . . FIBERGLASS DOORS 8'0" Height — Inswing 11111111111rjlrllip X Singles r 2'0" rnite International COP-WL-MA0106-02 riliarni-Dadd GCCO 02-0109.08 Application Filed) r! Rating 70.0 r. •1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0.OX. OXO MArrangementultiples (width) d. 2'8" + 1'0" r rnal COP-WL-MA0108-02 Mianni-Dade BCCO 02-0109.08 Application Filed) Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17" 11'0" + 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" 17 + 2'10" + 1'2" 17 + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 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" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by A3CE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. Oakcraff AR EK'" F 1"1"f 1.Att ENTRYan00"S N T.wN r-0-E—Desn aye r o". r o• 0a+Y9. 7002 Ow conlmum0 Droab" a Yra1.[I +"aaemml .nMes sacdKalo.neetp" ano ao0u0 Masonite International Corpora Uon oeug sublets to change willow nonce. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X Arrangement X0, OX, OXO Singles rth) 2'0" Masonite International• COP-WL-MA0126-02 r 1 r 02-0109.07 Application Filed) Rating 70.0 ImpactRated NO 2'6" 2'8" 2'10" 3'0" 3'6" Multiples (width) 2'8" + 1'0" Not Listed Pasonite-International COP-WL-MA0128-02 Not Listed Miami -Dade OCCO 02-0/09.07 Application Filed) OP Rating 55.0 Impact Rated NO 21" + 1'2" 210" + 1'0" 2'10" + 1'2" TV + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 17 1'D" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02.0109.07 Application Filed) 55.0 NO 2'8" + 21" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" TO" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websde (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. 13 Oak raft ARTEK" M'"".Lt1A!». rt.i",t l Ltl..f.ar l.aw 11"F."f: ANS F.'N'1'"Y nOOwt ^ 7.r ore..p"f."rOow. ADrt 29.2002 ow coon ho ploowm of popun +»pfo. ,,M .oases ipe O"*ns. pngn and ovoaun Masonite In t e r n a t i o n a l C o r p o r a t i o n dmdS"fanl to (WW wkh " polite. X Unit I" UNIT 8'8" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 pervertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening .1 Width of door unit plus 1/2" Height of door unit plus 1/4" M!D-WL-MA0001.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 AprO 29, 2002 0"...r o.... WC~u.n0010dram o1 wodon• Olftemem makes sort.fKaMns. Masonite international Corporation 0ti9n and Wo01K1 ON411 SV01tt110 th&fV IVAtWA nWott. XO or OX Unit SINGLE DOOR WITH 1 SIDELITE UNIT 8'e" UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" tong screws per location. Rough Opening (RO) Width of door unit plus 112" Height of door unit plus 1/4" I it r r It t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and I10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Rpnl?9 2?J? Masonite International Corporation 0^l-b0'3"."U.000I'+''+tnM"1 m;l,lf 1•eU K.W+l oesgn me rocal dead wblea to [nape «crow nonce. OX0 Unit MID-WL-MA0004-02 j SINGLE DOOR WITH 2 SIDELITES s• TYR 6'8" UNIT 8'g" UNIT 13-15116' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. i i i I •t Width of door unit plus 112" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #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. ApIi129, 2002 Masoniie international Corporation W. "QQ-4I11 UI I"UO.C1 MJ,ki SnK.liM4"•. Ot gn a 4 ".W ,CI 0d3a SWIIKI to :t..Agt wdnoU1 nWK MII]•WL-MA0005-J Unit DOUBLE DOOR WITH 2 SIDELITES 6- CL TYP. TYP. 3 TYP. TYP. jTYF 1 11 ll 1 Il I 1 ll II l 13- UNIT 8'6" UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count Rough Opening (RO) 6 per vertical framing member Width of door unit plus 112" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April 29. 2002 Masonite International Corporation Our caftn." wopim of wof o e"orover"eM maees sIMLAuf.eW des*. IN 1.00.0 d"M subWt le 03V • h W Mfiee XX Glazed Inswing Unit COP-VJL-MA0142.02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit size - fir x 61" Design Pressure 52.0/-52.0 Umtled water unties special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant reCubemerds lot a specific building design and geographic location is determined by ASCE 7Tatlonal, state or focal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0o nn °U no as Oa H 00 100 series 133, 135 Series 136 Series 022 Series 1/2 GLASS: 00 00 00 00 0o 00 105 Series 106. 160 Series' 129 Series* 12 RA.. 23 RA. 2e NL 107 Series' 106 Series 301 Series Series' This glass kit may also be usee in the following door style: Eyebrow 5-panel with scroe Oakcraff AR k EK" FIBERGLASS LNTRY DOORS rrw.R-.-.s rs-p.r t.-rrU-w+"t--fry--r+ Mc• v J-N 1 1 • I LJ N^/o. r D. IIJI Apia29.2002 Masonite International Corporation Ow CWUMw.ne VIDWa n e1 pforrict .TWFIntN mires SOK,IKal.pni, dep n and pieikiO anus sA,M W Cnmpe -~ not - XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 SKWS 109 series 114, 120,122 ries152Se149 series 300 Series Beres 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakW ARkEK" IUIMI L.•\1.\ IIVI" I!. )11"\ la.,,.y.o„,f ii..nut..w, qe,.. April 29, 2002 OW tomf Vmg Worim of plo" •np.or j miffs SpffelGUons. etSgn ine p00uf1 ufu+ suoKtf 10 fnmee w4hoA n0l4t lulvw. Ny Irp- Masonite International Corporation XO or OX Glazed Inswing Unit COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unlit size - 6'0' x 61" Design Pressure 52.0/-52.0 Limited water unless special Thresh W design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a spedk buftng design and geographic Ideation is determined by ASCE 7•natior,31. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beefy 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: 114 GLASS: 00 a0 0o 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 11 ou ou n 00 00 00 00 00 00 105 Series 106.160 Seres' 129 Series' 12 RA.. 23 R/L. 24 Rti 107 Series' 108 Series 304 Series Series' This gtass kit may also be used in the I011owing loot style: Eyebrow 5-panel with scroll Oakraff AR k EK'- r.a .•..If 1•-n W ...., .n If,lurf •1 110 UN —I S L N'' ." M•.•A.Y/H I'REM.., r.ic.a... CI JJ""1111/J'lt Apm29.2J02 0.• r bes•. Masonite International Corporation dbl COnLnun• ,yoV m 01 ploeuU YOoroffinenl makes spttdgalans, often N+b b,o0un ofud 1.6WO IC Ct 07, w•II 1 n0'" XO or OX Glazed Inswing Unit COP-WL-MA0143-02 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 Serbs 300 Series 24R, 24L Serbs CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Or ak raft I). AR k EK'" 1.11.....1, .._ 1,1111 N1:1..\\\ lv'Inl )rl" Npn•F.w.arhrapr lm., Ooe.r - r, p April 29,2002 Masonite International Corporation Ow [Onw. o 1vogram Or prooud . WoremMl maee5 SWdkA*nS, deSrpn and produn SeW SAM 10 0340e-000 n01'fe OXO Glazed Inswing Unit COP-IIVL-MA0144.02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". 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 fora specific bullding design and geographic location is determined by ASCE 7-natiml. state or local building codes specity 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: on nn ° ao 00 00 Il0 00 100 Series 133, 135 Series 136 Series 922 series 1/2 GLASS: r ri n ° KI O0 00 00 00 O0 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 2e RR 107 Series' 108 series 304 Series Series' Tms glass kit navy also be used in the following door styles Eyebrow 5-panel with scroll Oakrraft AR EK" ..,....r, l..- 1610kiit LASS VNI kV U()()k1 No-.A.ur.1 llwrY-e.,v)Desn C.,r-ylryr. April 29. 2002 Ou• 0., tor,unvmo moon. or moeoa Aea SMOKataru. dea,p, s d m00o 1 0134 $ 01W 10 e"Nt MlhOul MlKe. Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: I_J 404 series 410 Series 109 series 114,120, 122 152 Serbs 149 Sell" 300 Series Serbs APPROVED SIDELITE STYLES: 129 Serbs 200 Series 12A. 12L, 2311, 23L. 450 series 152 Series 149 Series 109 Series 120,122 Serbs 300 Series 24A. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P,EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom 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 graff ARkEK" h',bl CLASS LNIRY U(Mltb elarab„ tw Dv AprA 29, 2002 0w COMMuup p091am or Woduet improvement mates spNdKaions. otsgn aM oroouc, decal subRol to change *At*w amKe. Masonite International Corporation OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 O 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 with 2 Sidelites Maximum unit size • 12'0" x6'8' 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 miltikemarts for a specific budding design and geographic location is determined by ASCE 7-national, stale or local building codes spedly tire 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: nn an ao nn nn Ong nn 100 Series 133, 135 Series 136 Series gn Series 1/2 GLASS: D 0 nn nn on nn nn an 105 Series 106. 160 Sedes' 129 Series- 12 RA., 23 R/L, 2e R/L 107 Series' 108 Series 304 Series Series' This glass kit may also he used in the following door style: Eyebrow 5-panel with scroll Oak raft w.. J +a.n faala_r<.1 AR EK" r.11,.....1r ...- 1'111L"L•L \t\ L•'N'rkv Ono.[ N T- ii«a4"[.wt Ow. a Apra 29. 2002 o- roe M as on it e International Corporation ow conlmw0e OIOe1am 01 e,ee.tr anaore111tM AtS SVWKA*-S.. oesgn 3n0 OwOufi otlaa S01M 10 C"t w, OW MIKE. OXXO Glazed Inswing Unit F_—COP-M-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a, 00 00 404 Series 410 Series 109 Serbs 114, 120, 122 152 Sri" 149 Series 300 Series Series APPROVED SIDELITE STYLES: 7. s 129 Series 200 Series 12R. 121.23R, 23L, 450 Series 152 Series 149 Series 109 Series 120,122 Series 300 Series 24R, 24L Serbs CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR k EK'- Oak raft r.o-u.at lr-m 1111L" L•\1\ Lr.l 1 Ur 1"\ Mrfi.vNlMNufrwl p-Y.\ (a/ A April 29.2002 Masonite International Corporation put C _'"g p "am o10rD0uct ,mor0vemem malts'MaKV,om deign am p00uc1 dew Subject t0 ch"t+ ihou1 "we XX 1e AI t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: o ' O r-.k Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door Maximum unit size . FV x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshM design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impad resistantroQuirenteW for aspecific building design and geographle "on is determined by ASCE 7-national, state orlocal bu0ding codes specify fM e0onrapuired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 0o 404 Series 11m as on an Series M 108 Series O raff AREW ruLW LA.ti Ln7'Mv uuorts ra.nu.....a rs..rw e..ro..., PREM5Nd.'v;W4M,- . April 29, 2002 0w Conrm.mt a•oanm or proeuci mpro.emtm metes $W-1karan3. Oeyign •n0 P1000 M a s O n ite International Corporation oeu+ $ubrtcr to Umee w.tt," ".CC, X tr tf + I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: I 0i 10 Series 852 Series 300 Sores 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 O ak. raft AR1 EK,Y l Nl:6.\>5 t:INj'M.e4ufwvY D«n a Apre29.2002 Masonite International Corporation Ouj cot mj" otoW.m of product . Vovemem "awes soec1fc310m. GOO SM WOOKI eeud subject to c ant •iequt Douct XO or OX It ' ' t : I - Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Madmum unitsize " Won x 8'o' Design Pressure 40.0/-40.0 Umlted water unless special threshold design Isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant retlUlremerds for a specific building design andgeographic location is determined by ASCE 7-rational. slate or local building codes spWty the edition NOW. 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 tJ 822 Series 1/2 GLASS: E 0g eoe Series 108 Series a Oak raft AARkEK" 1. 1 t . , nl )11 N1 1'b'•T.•....efa"7N" (wrOmn ICJt-I VI\ er lr./... r ,009 IV/. V t Apni79 2002 SIN fonlm,W.e0,0e13m 01p100YC1 "010.tmem mikes SM414M*nS, 0esgn and PlOd.t1 Masonite international Corporation Wl'. S.Uxo W twipt -rmm n01.(t XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: H " 0 1 810 series 300 pia APPROVED SIDELITE STYLES: e50 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: el TESTDWITHACCORDAMIAMI- DADECOMPANCITY. To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakcraff ARTEK" ..1..;..1.1.._ VI"lNGLASS LNrNY 10mm, o.. roe... Ap/d29.2002 Masonite International Corporation OW COnnnWne p.oeliln 01M0011C1 .nMOrcnl Takin SMACA,011. oes%n and O.odmi OrN, Su0M110 ch"t m1n0u1 not -cc, Ox0 e tl,et Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Ma*num unit site - W X or Design Pressure 40.0/-40.0 Umited water unless special thres" design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requiremems for a specific building designand geographic location is determined by ASCE 7-national, state or local building codes spedy Me 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: 114 GLASS: 1/2 GLASS: am ao 00 822 Series n E] 0o 404 Series 108 Series O akraff AR EK" ...1.,)..1. ,,. w.... ,• e,1 110LIM MASS LN'rM 1''Un1,IN\ Nr,.T..e,n11a"rrY- erwr 2oe+1 (('CC..,, nC/r, il".11"/ry O•• • Oe Apra 29.2002 MasOnite International Corporation ow tOMnwne 010e14m 01 Wo oelp10"Awl makes SDWIK,Qft. Mon am p10ewl deuA SObiecl 10 OW91 w~ n01Nt. oxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Wo series 300 Series APPROVED SIDELITE STYLES: tw_ 450 Series 852 series E10 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor. PE. — License Number 56533 Oak craff Wgg.1,Ifilg.Ut"Ifiwfe.i ARTEKI- f.<Igfi..l, Iron VAUCKGLAss Zm7my Uootts E.w, 0— a • f.0ffG./I April 29, 2002 M a s o n i t e International CorporationUlfcaenalMeolopram01plodqu +nwo.emem makes specAKationS, design and mown detail wMecl toclurpe welWel "lice. OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0150-02 8'0" FIBERGLASS DOORS O O yiil r+ 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 MaArnum unit size .12'0' a 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 reOA nt requirements lot a spedOc buNd ng design and geographic location Is detertnined 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: 114 GLASS: IMM 0o 0o 822 Series 1/2 GLASS: n a 0o ede Series 108 Series Oak rAN'••f•.1•. t.ln 1 e.lyl.<.1 AR-4 EW I1I5tNGLASS L NI'MY DOOk\ IN T... ia.q.. env, Dow. April 29. 2002 our commwne proersm or product ^&oven" marts speMcamns, otspn anti pr0ow 0, WI suort[I toCtWW MMI1out WKC r. Clvri.el, Irom Masonite International Corporation OXXOCOP-WL-MAD150-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: L > t0 Series 300 Series APPROVED SIDELITE STYLES: t 7 450 Series W Series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO AA202 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 r, t A_R EK" V111URCLA{\ LNT"s' 111111kt f1DnT— F". r.vr Deer ry-a• [I ^ e Or• • Das.• Apra 2%2002 ow toMY 7 proelam of o.DC.a -Ve e.O mates SMAK..ft. Ongn 3.0 pD0De1 Masonite International Corporation ONaa $. kw to [1y t "1 hw1 w'ce XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Minimum unitsin • 6'0" 1r 61" Design Pressure 55.0/-55.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant repuhnian s for a specific building design and geographic location Is determined by ASCE 7-national, stateor local building codes spedlythe 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: no aoo ° ° as 0o an 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: E. I" n 00 00 00 00 0o 00 105 Series 106, 160 Series" 129 Series' 12 R4- 23 Ml, 24 RIL 107 Series' 108 Series 30e Series Series* This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak g AR 4 EK'" e— r.<t a.are.•m t IIs ill 1. \.\.\ ININI U00— IbnT.w•a r•»ql•u emre Do —en o.•nq o«,. April 29.2002 Masonite international Corporation Ow comwwno Drogiam or D OOYtI —*,o•emeM manes sDed. tKnl. &sign and 0,00uct aewl swrect to cope *,Inoul not to XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: n-, 00 an 404 Series 410 Series CERTIFIED TEST REPORTS: I COP-WL-MA0162.02 FIBERGLASS DOORS FULL GLASS: 41-" 109 Swift 114 120,122 IS2 Series 149 Series 300 Series i;;j;i 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE OCCO 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 AREK FIULK(LASN ENf91 0 April 29. 2002 Masonite International Corporation OW C0ftn0M9 V07W OfWOOKI inWQVtMeM MIAs SWOKMIOM5. 40-On ind WNW Owl Su wo 10 (woe ..Ihow Wt t XX Glazed Outswing Unit APPROVED ARRANGEMENT., A 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum writ six . 6'0- x 8'0- Design Pressure 47.0/-47.0 Uffited water unless special fteshold 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 geograp* 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: 1/2 GLASS: n 0o 404 Series 0113 as 00 922 Series a 108 series 0 O akcraff ARTEK" W r-a,1ii l.IYfe.l 1'Iel'N(.LA SC 1N7N3' UODNS Nen-i..wMlMry.wrnv n..n /r C., eUIW r o Aprrt 29, 2002 ems•'•'• u•••• 0. eo,pmw.e woe,+. 01 p.00.0-0.o.emem maces spec."auns. 0es.p. ant Ww". M a 3 0nite International Co r por a ti o n ft" Sub", . ~Qe . 001A .mkl 3 s) NIfRINmLME snis FDR /K RIGE 000R 04, E: DATE: ECN NO, APPVD: I DESCRIPTION if/0D - NWW I OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRCK SPFM Of TO GA 1K ETD SHIES ATTACHED 10 DOOR DOOR OWALLER OD Ste) SIGN nTH NATEMIm TOG-I-AOC SYSTEM w. sorrDM R coam g 1133 " OKY. STEEL HAG 11010*7, 3) S/1 SiR' ROOD HAG STARTS LISTED 1 1 3mac.mleoeow LOW IFAOROW IS AI1rYOL AS AN OPTION NwW ro r GKV Sim VWK 1. HAM IRA= TL600ESS ASD' um TrP. 2-1/2.12 G Ga1L STEEL TRACK eRAo¢T. PoolTWOPONTw07O (4) TRA0/ BRACIEIS PER SIDE. um TOP TNaoET REPORT#9606C « MOMumm r . 20 GA u-eras. D-BAM N A 2-1-2-1 ti PATTON OE. TOD Y-aNlS O BOTTOM SOCOOKONEO0-Nan NEXT SECTION. Em) / LA6/D• SILm 1EtAl S011INS LOCAROL OF IN FNS AOPROHW OUTSIDEIEIED im P06RIOM I I1-MAXKDOORWIDTH - l4r-O' Q IAPPN SCRE75. 1t G END INIIfE Ir G IILEOEI.Aa IHws box 2, I HAG SOERS O 1 CF111F16. I OIl IK .-g am DOORS 1P ro r-O WEAN CONSIST OF ((4) SECTIONS (SHOWN). FRONT ERNE 1ND1 V.Y. MASERIEOIEED. LAC SCAM MAY BE COINDERSMNK ODORS OVER r-W PO N CONSIST O (S)SECWMS (NOT SIIOM1' ). ON W SM OR NOr NEDUFA) 10HwOE A HDSH MDUVW STOP. wuDNG or DOOR DWAuta (10 amr) SWAM HORUCNRL AIDS DO NOT TRANSFER IM 20 G IRE GLLV. STEEL Be STILE 2.6YELLOWPMJAMSI1- r THICK SSB awe O 0_3E'dE7 20 /7. rxv. sem s1IFIL SMILE i4FEOPTIONAL Sm CLASS ON somm ldE M WAg.EF A AMMIC M i y yIII Illo" oIII iIiY, fl1II III4 0' 25 Gk MIN. SIM 1 SIGN COATEDWONC-40 lrt GAO NHmNG. RNWm-ar NSEx AND A6YED-ON POLYESTER TOP COAT APPLIED TO DON SIDES OF SIM SIK SHIP LAP JUMM r TALL V-EMR 20 CA. GALV. STFLL LK TEND STREMICIN, 50 KS 3" r T SECTION A - A (SIDE vim 4 w. C 0 kk IIIIIIN 1kiIIIII t icy MOLDED INSIDE1 ACIMJC LITE SICDON D-B LITE RELNER /Br3/t' PATH HEAD SUIF.7VEWILM 12 G CICV. STEEL iRAC( w SCREWS PER VIE) t S t ft/17 SLEEIW AIDIORSCOIfO4 (C-I0 PER 1Rr BIgOET. j\ SHOP F. LW2,oG2p1 BIDDc) O N /fMiE% bn n LK C011GE2.O !N TwcON SLYErS bN n-1/Y W11E16 /2,000 `)/is• lA r IRAOCACES VERVILATCH I2 LE BRAY. ET. E TOP CONE SHIP LAM ON RaLLT+ BRACKET. E EACHSIDEofDoaNLBRACIEfATGCIFDr/({) yaFa. SIB ONE P PSI rl COOS. IOJXNO:IOED ROM EASIELEIt (ONEPER Ra1ER) Is G CAL.4. 57 I GORIER NNOE 51iE( AMppRS, 1' DA. ML ri9ER IEafIfD 2" CAM SM TRACK EA57E11ED W 1{ G4 GILV. Slm IOLLfR 1MJ '10154 W NER SRE$ P({) NTH TM -CUM ANCHORS MCP. BE cONNOFaSLNNc 12 G GKY. SIM RICK BRACE75. FASTENED ro FAD 51HLL5 FAl1I /(1) /ILO/C 9EE7 METAL SCREIY£ BUT NOT IEaWNIFD) ro PROYXE A HIIDI /D METAL SERM NO IRAO( i{d/6' SHEETWELLATTACHEDMEBRACE7 1{d HONORING SIWACE. IDONOMDE AWESDOMOP. WITH ONE / 1' t J / dI/' BOU IKR 4) RTf TAPPrIC SN3a PER END WINCE. SCREWS, TRANSFER I". O1rD1/t' OLA R1EIS R OV151OE KEYED HANDLEI{ G H:ALY. SIM END END 2. COL SHORT STEAL 10 MVL Sim ROLLER. SSALE SIBS END WMCE. EACH SITEBB110RAND! fE57FANt1D. PL FASTENED 10 DID N11ER. S PBFPNRAAD OE AAHBSM DIETS.now PSsHmmmy HELL ttd/r• NSDENNDILSulrdrIORTHCPOPE /236)2 s) 1/4'AS/ C SELFE nc.s xEYFO 1GYSH BA TAKINGSCREWS."^ "'h'""" O" INGAGES N mwc W NOTE THEOE XI N OF I E SLPPORIrD SRUMNIAL ELIEME s DESIGN LOADS: +24.0 PSF & -24:5 PSF GNIISDE 11AIDIE E SDE SHALL K THEPESPa6HOT OF RE PROFESSOK OF TEST LOADS: +36.0 PSF & -37.0 PSF K DOOR. RECORD FOR RE BINIOD O SIAUCUIIE ND N ACMNDMICE 3' TALL a 20 G I. STEEL u-BMS ENO N A 2-1-2-L PATIEIUI D E. iOD D-BVS SIEL SIDE BOLT LOG( ENGAGES OIf' CODES FOR RE LCN06 LISTED W AAWM® u RIE PART NO.: - ON BOTTOM sECrDIN. OIW D-BYtONHEMsECDONETC. E O-" ATTACHED 1Ni11 1 1'.3/4}• 5flf TAPPNC SCETK NW YFATJL RUCK. ONE lOtx OM NOTICE i+ w.,oGm VALNo Sid" Ott- 312 1" SL S b INS r".y:.....K ON u IDEAL PER _ LOGVOM E a1 TOLERANCES — T-'-" 1' 13-381 OF DOOR. a 6.a«ar. APIrtbA 0 - 1.03 13 rAm Comm TEE /lad/C s7HRT METALSCRDei 13 G DWITH Sim BOTC1 @mAcWSHEETeArwIM ,NNuM L : YEIT AN +{ rrw .wq r.w.e. 00 - 3.015 ODD - t .005 0000 . t.001 DESCRlPT10N: MODEL 6RST W4 16-0 x 8-0: 24/-245 DESIGN LOAD DRAWN BY: BYM DATE: 4/t8/ 00' SCALE: NTS DWG. Atl6NNN DNRII9nN j Z ]1 1 Degrees CHECKED BY: MWW DALE: 4/1e/00 SHEET t OF 1 ZE A V rcvMEMIWP. rmre ArWgle * _ ProiaE1ON 9=AAis N iZEs. DWC. NO.: 1021-M REV. NO. i 3 2 "A( -a COJa,9 yl iSIM_ADIK D.IV. IyL A 4 1 MODEL: 61RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) LISTEDOPTK)NAL DSB CLASS OR 1/8' ACRYM LIES AVAILABLE 1) NTQ2MEDh7E STILE ( SEE SECTION 8-0) ATTACHED W/ TOG-L-LOG. (TOP 8 BO 20 C.l MIN T& STILES ATTACHED TO DOORANDU =LW (ALONG SKIN WITH PATENTED TOG-L-LOG SYSTEM A OP, BOTTOM k CENTER). IF 1 REPORT#9606C 6 ( 25 GA. MN. GALV.-/ LOCK POSITION WITHSTEEL SKIN COATEDODiSUES) AND AA BAKED -ON POLYESTER A BAKED -ON PRIMER, 111 111 W0 POINT LOCKING AND CONT SIDES OF STEEL SIN. OP= TIONvEPOF J L__ A OPTIONAL OUTSIDE KEYED LOCKAWLDOORWIDTH9'0' 14x5/8- SHEET METAL SCREWS ONE 3' TALL x 20 GA U-13AR (50 KSI) PER DOOR SECTION. r, 2' HOCK 3' TALL U-W 20 GA GALV. STEEL Ll 1-7/6' 1== 16 GA GLV. STEEL 70P FAXeSIMET Atuatn WI(3) 14d/6" SHEET hem SHP LAP JOKM 14 G. Go". STEEL DAD NwCE. EACH FASTENED TO END 5 HILY4Y). 1l 6 k (4) 1/4'.3/4" SELF TAPPING SCIEW& i REVISIONS N NO.1 APPVD: I DESCRIPTION MIVW I OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT BY DOOR NWAU£R (TO WO- 11 D 13 GA SILL FLAG BRACKET. EACH FASTENTO WOOD JAMB WITH 3) 5/167x1-5/8- WOOD LAG SCREWS. WM DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS aAVAILABLEASANOPTIONl' E 2' GALV. STEEL TRACK. 76SE 9-0MN. TRACK 7HC=-...0'88 x 20 GA CAM o TYP. 2-1/2'xl2 GAL GALV STEEL TRACK BRACKET. BAR. ONE U-W i. (4) TRACK BRACKETS PER SIDE 1bN/, U-6AR ATTMJFD W 4 SELF TAPPING IL PER 4STILEEACHLOCATION. O UHR TOP BRACKET HORIZONTAL NOTE_ I DOORS UP TO 7'-0' LIGHT CONSIST OF 4) SECIHNS [SHOWN). FRONT FRAME WITH U.V. DOORS OVER 7'-0- HIGH CONSST OF (5 SECBONS (NOT SHOWN). COATING ON OUTSIDE SURFACE DTN 1171c TRAL7C13 GA CAM SEEM BOTTOM O O11ERW-A JA1B ATTAtliMENT (SNOOD pEAMc Elm OLNGS)_ BRA XET ATTACHED WITH AO A E1. 1 /4' x3/4' SE1F 1/2'x3' LAG SCRE165 ON 24 CENTERS. I' O.D. MIN. /144/6 SHEET MOH. SCREW& ;1if TAPPNC SCREWS. WASHER REOlBRED. LAC SCREWS MAY BE COlR41ER511PIC SS8 GLASS OR OPTIONAL 10 SCREW 14 GA. END HINGES 18 GA 1NTERMETNATE HINGE ( NOT REOIARED) TO PROVIDE A FLUSH MOUNTING WEDm1 _ 1/8' ACRYLIC LATE WINDOW LICE SURFACE HORIZONNTAL JAMBS DO NOT TRANSFER LOAD. SECTION 8-8 MEW 'B• NEW •C' SECTION A -A (SIDE VIEW) 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6"0-5/8' LAG SCREW PER TRACK BRACKET, 2" GALV. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4-x5/8- BOLT k NUT OR TWO 1/4" DA, RIVETS. END SLIDE BOLT SME LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE rf OFDOORINSIDESLIDE BOLT LACK OPl1ON 3(10 PSCµREV1S PEUIE)a- 1/4'X4END HEM.AD SCREWy GIL JAM ATTACNMQU (C-90 BLOCK OR MOLDED INSIDE END STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3 8 x4 SLEEVE EL24'CENTERS (BOTH UTE RETAINER INTER. r zoGA. MIN. GALV. STEEL END STILE c-90 BLOCK OR 2,000 P51 MN. CONCRETE) OR -SNAP LATCH ENGAGES STILE (I 1 TAPCON SCREWSON24" CENTER5 (2.000 20 GA. GALV. STEEL INTER. STILE PSI MN. CONCRETE)' WASHERS INCLUDED WITH SLEEVE ANCHORS, I. 0_D. MN. WASHERS REQUIRED WITH TAPCONS ANCHORS MAY BE COUNTERSUNK LATER. STILE BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS DO PUT TRANSFER LOAD. OUTSIDE KEYED 11E 18 GA. GALV. STEEL CENTER HINGE FASTENED TO NTER. STILES W 4) 14 GA. GALV. STEEL ROLLER HINGES j14x5/8' SHEET METAL SCREWS. FASTENED TO END STIES EACH W/(4) 14x5 8 SHEET METAL SCREWS AANNbb 4' i% 4'x3/4- SETS TAPPING SCREWS PER END HINCE. PREPARATION OF JAMBS BY 0 `2- DIA SHORT STEM. 10 BALL STEEL ROLLER. JAMB CONHTL, 7IRATKN SECTION C- C NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCE MARK WESTERFELD P.E WITH CURRENTBUILDINGCODESFORTHELOADSLISTEDONIFLORIDAP. E. /48495 NORTH CAROLINA P. E. /23832 4 3 OUTSIDE SNAP N" C' KEYED LOCK LATCH LOCK OPTbN x0aro`c si`° sT600uos"" m TOLERANCES >. A - i.03 461., 4eiA.b4wbYtbKr ert LAIN Oa a.w ML rw eq wwA Y 4+74r r> A bw.* w 1r -An 003A15 COO : t.OQS Dow t _001 6 O ThirdAngle + PrPD^ Degr e a + 1/2' 1Lr.. SL t d Oth— 061EN9016 ARE N NODC 1 ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE LOCK BAR ENGAGES N TRACK ON EACH SUE OF DOOR C DESIGN LOADS: + 25. 0 P.SS. k -32.0 P.S.F. TEST LOADS: +375 P.S.F. k -48.0 P.S.F. 00 " PART NO: - IDEAL A 161 14vOtr6 Fa IN. 1-SM-TEN-Sill DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN DIY: BMM DATE: 4/18/00 SCALE: NTS DMG. CHECKED BY: MWW DATE: 4/18/00 SHEET I OF t E B DWG. NO.: 102137 1 REV. NO_ 1 2 80.ISB9I0S^ I? A43 i P F .1. MMIUL '6V WA J a DtjjLJjjVji I)J-V.