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Home My WebLink About346 Appaloosa Ct - BR03-002047 - SFRPERMIT ADDRESS & L%t4 11, - 11 CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR p MECHANICAL CONTRACTOR PLUMBING CONTRACTOR 0"j) MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION Af kas&4; PERMIT #Oir &910DATE Lft ' A PERMIT DESCRIPTION (L wi . PERMIT VALUATION (X) app SQUARE FOOTAGE I e H CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 346 APPALOOSA CT for which permit 03-00002047 has heretofore been issued on 7/23/03 has been completed according to plans and specifications filed in the office of the Building Official•prior o the issuance of said building permit, to wit as 0 complies with all the building, plumbing, electrAal,V zonincy and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE BUILDING: Finaled V)- "'03 ZONING: Inspected UTILITIES: Water Lines In l-1 Meter Set Reclaimed Water ENGINEERING: Drainage to. z*03 Maintenance Bond PUBLIC WORKS: Street Name Signs 10 Storm Sewer Street Work DESCRIPTION APPROVAL FIRE: lb 1' Inspected Sewer 11' Lines In Sewer Tap Street Paved Street p Lights Driveway WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 8/20/03 20.00 8/22/03 20.00 7/23/03 10.00 9/03/03 10.00 7/28/03 10.00 7/23/03 10.00 7/23/03 59.27 7/23/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 346 APPALOOSA CT for which permit 03-00002047 has heretofore been issued on 7/23/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 7/23/03 279.61 7/23/03 91.93 7/23/03 12.27 7/23/03 847.00 7/23/03 12.28 7/23/03 1384.00 7/23/03 650.00 7/23/03 1700.00 o 2 1 OWNER BUILDING OFFICIAL DATE M 1 i i i 1 1 1 CERTIFCATE OF OCCUPANCt'Zn REQUEST FOR FINAL INSPECTIO 1 1 SINGLE FAMILY RESIDENCE*** Z 60 1 3 i i 1 DATE: FbC!S 1 PERMIT #: Li C C w V 9 a Q Q 9 ADDRESS: u CONTRACTOR: R PHONE #: Lot 1 1 CL 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 V tilities Fire OZoning JLicensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: Fb -d3-Ca PERMIT #: ADDRESS: CONTRACTOR: kc, C () PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has \ v been denied or approved with conditions. Your prompt attention will be appreciated. lc-/ZV03 Ifngineering Ok- 0 5w<3b7' Public Works D Utilities OFire Zoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** l DATE: C)-0d3-C2) PERMIT #: C) - y ADDRESS: CONTRACTOR: \ l R i cAc r-" PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engi ring Fire _ 7 U 7 ublic Works I MS '0(Jr Zoning D Utilities OLicensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires Dec. 31, 2005 Read the instructions on nacies 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 346 APPLOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT too, 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 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 12W89 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flood V) 0045 E 4/17/95 4/17195 A 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Bander Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction' A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Selectthe building diagram most similar to the building forwhich thiscertificate is beingcompleted - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AP/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from thedatum usedfor the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversron/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No u a) Top of bottom floor (including basement or enclosure) 30. 2 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 0 u d) Attached garage (top of slab) 29. 8 ft.(m) 0 1oe) Lowest elevation of machinery and/or equipment m servicing the building (Describe in a Comments area) 29.7 O) E o 0 Lowest adjacent (finished) grade (LAG) 28.1 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 29. 8 ft.(m) N o h) No. of permanent openings (flood vents) within 1 fL 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WIWAM R MUSCATELLO, JR LICENSE NUMBER: 4928 r TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 32E. SOUT ST E.1 ORLANDO FL 32801 SIGNATURE _ DATE TELEPHONE 10/ 23/03 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Sedo BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 346 APPLOOSA COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificatefor (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Et. Building Diagram Number _(Seled fhe building diagram most similar tothe buflding forwhich thiscertificate is belng completed —see pages 6 and 7. flno diagram accurate represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) ofthe building is _ ft(m) _in.(cm) aboveor 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 _ fL(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: Ifno flood depth number is available, isthe top ofthe bottom floor elevated in accordance with the community's floodplain managementordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The propertyowner orawner's authorized representative who completes Sections A, B, C (Items C3.h andC3.1 only), and E forZoneA (without a FEMAmissued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) GZ Acommunity official completed Section E for a building located in Zone A (without a FEMAassued or communityissued BFE) or Zone AD. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. L G5. DATE PERMIT ISSUED OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION (AS FURNISHED) LOT 100, 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 O p=97'01'05"• O 0-24-26'02" CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). R=50.00' R=25.00' L=84.66' L=10.66' CB=S22'01'11 "E CB=S58'18'42"E C= 74.91' C=10.58' T 1"- 30' 7 i LOT GRAPHIC SCALE101 0 15 30 I Q 115.25' I- U Z j 1q f! g. 6Q ' z z9• NON RADIAL WALK ISS90'00 00"E Zg.6 Ya- D.9' OFF i -- 10.7' .:... Z . , : .. , .: 60.0' 25.5' 1 ORADIUS ,Lg 4 POINTPI U J 'o . :;o• i ^: oN90' 00'00 007 LJ •.' r of ' a'•"' I— ..:. .. •. COVERED 1 ENTRY 4.0 ONE STORY0 1 W I } 3 CONCRETEO BLOCK i •'`' ; W 13C ••• y a w 1 L i 0 iRESIDENCE FINISH FLOOR 4. 0 v` S. r'+' F.~ aT'.7'''• ',3 Z a1 ELEVATION-30.20 ci Ln O J 60.0' H O}'x}' Q O A/C PAD WALK IS c r `$` 0.6' OFF ,pl Z 2 O 2NIQV3 4 Oa ? 9s N90'00'00"W V H O ; NON RADIAL OIx 152. 34 WALK IS wl 0. 5' OFF 01 JOn I Q PCLaaLOT 99 ZI Q 1 1 PI f CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: LUSITANA WAY D. R.H. TITLE COMPANY OF FLORIDA INC: FIDELITY NATIONAL TITLE INSURANCE COMPANY OF OENNSYLVANIA EDGAR MORALES CH MORTGAGE COMPANY, I , LTD. NOTE: I. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 10-22-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. S. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F•I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITI4IN 100 YEAR FLOOD ELEVATIONS SHOWN IIEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON TILE SOUTHERLY 4INE OF LOT 100 AS BEINGS90'00'00' E PER PLAT. FIELD DATE:) 7-10-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ FINAL 10-22-03 CKB ORMBOARD 7-29-03 CKB ASM41215 LASED DISCMP170H w/24/D3 SDD JOBNO. LOT PLAN 5-13-03 JML DRAWN BY: LOT PLAN 4-24-03 SOD LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE j4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUME14T PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/ W CONCRETE WALK S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L016393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 Q FND NAIL AND DISC LB / 6393 (10/22/03) SET 1 /2" IRON ROD AND CAP LB 06393 (10/22/031 CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE , L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER ' CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S `NOTE' CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTE BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611017- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. JO d2q'-o3 FOR TI/ E FIRMWILLIAM R. MU CATELLO JR. PSM#49 8 DATE r Kuvi CITY OF SANFORD ELECTRICAL PERMIT APPLICATION 1Vay--o3PermitNumber: L Date: • The undersigned hereby applies for a permit to install the following electrical: Owner's Name:;,Q, hb.Tor, Address of Job: 'AI(YX SA ,., Electrical Contractor:A.li {lai ,TJuc s, Residential: Non -Residential: Number Amount Addition Alteration, Repair Residential 8, Non -Residential New Residential: AMP Service New C mmercia : AMP Service Change of .Service: From AMP Service to AMP Service Manufactured Building Other: Descri lon of,Work: Appiloation Fee: 10.00 TOTAL DUE:;:.-.,. By Signing this application 1 am stating that I am In compliance with City of Sanford Electrical Code. Applicant's Signature State Licerise Number 5-06-203 7:09Ar4 FROM a. .1 !1rr..'/,V'.lY'f !. --i.:/. rt.. r,V,.,r a.'•:?.\`.:, ti: ;.W.' Pcrmit a : D3 — 0.5q a Job Addilioi 1 CRY OF SANFORD PERMIT APPLICATION pact: > (2-C 3 off0090. VfYf,N, w PermiII Typci suildin j •_ _^, Elccnical Mechanical Plumbing _!_ Fim Spnnklcr/Alarm Pool Temporary Pole Eleetricvl: New service - at of AMPS 1.6 (:) Addition/Alteration Change of Service _- Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy C-Sic. Required) P•tumbinQ/ New Commercirl: a of Ftaturtba it of Water & Sewer Lints a of Gss. Lines Plumbing/New Rexldentlal: k of' Waver Closets,_ Plumbfne Repair - Residential or Commercial Occupan(y, Type: Residential l^ Commercial Industrial Total Square FoutaQe: _— Construction Type: _- a of Stories;: a of Dwelling Units: _, Flood Zont: (FEMA form requirud for other trier, X) Parcel a: Attach Proof of OlIwntrshlp C'L 14-.gal Dwcrlptlon) c /_-, 7c-il /4, 7/% D ) V,- ''L `V f Owncre Name & Addreaa: _j 1 _ L — r _ Phnne. r J % t ZZC W t 1 uL-C_ v C_ Contractor ame&Addreu: L - r 2-7/, State Llcente Numhtr UU15,;4- y 4 ( YICt t e — Phi)nc:LLp 7 — -3ZS Contact Person: CU3 rholle h Fax: %Ur% " Isonding (:ompany: Andres Mortgagt Lender. - - Addrefs: PhOnt. Architvct/ Engineer: Fa a: Ad J rc, s: •_ - -- Application is hereby node to obtain a permit lu do the work and imullalions as indicated. 1 certify that no wink or installanon has conunenced pnor to it,, issuance ofapermitandthatallworkwillbeperfnrmodtomeetsundardaofalllawsregulatingconstructioninthisjurisdiction. 1 vndcrnvnJ thus : scparsm permit mustbesecuredforELECTRICALWORK. PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cte. Ou NFR' S AFFIAAV IT: I terlify that all ot'the foregoing information is accurate and dul all wvrk will be done in compliance with all applicable lames regwanng conswanon andrvning. WARNMG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY NNO TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAN FINANCR:C, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE RkiC:URUINO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition in she requirements of thin permit. there may he additional resrricaions applicable to thts propciZy, t)uit may be found in the public K:onis of this county, and there nvy be additional permits rcgvirod from other govcmmcntal rnnnca such as +*= muto6emant dismcta, sure 4cricits, or Icdcrnl agencies. A:ccptaru: c of pennit is verirlwtion ih i I will notify the owns of the property of the Kquuernenu of Florid n Law, Fs 713. Uaic .y L'n:+tuKJ(COntnctndAgern Date Signature of Owner/Agent U (o An Ck P. 5 Print OWricr/ Agent's Nanic Print Cuntrxtor/Accnt' Namc Signature of Nutary-Stair. of Finrida Oatc Si y•$cn,I JrUulc illy Knmvn lu Me tar 1.'W,trat lnr/A enl Ice • v1a:r,,Q.1y Known tv Mc w iwnir/agent ie , .._ Po'sun, — YruduCCtl Prodvccri tU .... ..._ anal _ 1 laicise.: I U. AI'I'Lll: Al'It)\' AI'I'I(OvI'.I) lIY llldi;: _...... L: •• ----' _' IniPnl 4L Ualu) ( hllllal O: Date) t111,l1a1 A: D-41c1 IU>,Uel S Uo:c prclall0ndiiinri. __._ AY1 PMarie A. ZettlemoyerN = Commission #DD221380 Expires: Jul 15, 2007 Bonded Thns or Atlantic Bonding Co., Inc. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAr1 ELEVATION CERTIFICATE Read the instructions on Da4es 1- 7. O.M.B. No. 3067-0077 Expires Dec. 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For Insuranoe Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX UNNAMED ROADWAY CITY STATE FL ZIP CODE PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 100, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 0 necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (type): tte - ##' - ##.##,, or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOODELEVATIONS) NUMBER B6. FIRM INDEX DATE EFFECTiVUREVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 0045 E 4117/95 4117/95 A 27S BID. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 611. Indicate the elevation datum used forte BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Buildng Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, APJA, ARIAE, ARIA1-A30, AR1AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different fmm the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 29. 2 ft.(m) 0) ca o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. 111#) o o d) Attached garage (top of slab) WA ft.(m) o e) Lowest elevation of machinery and/orequipment servicing He building (Describe in a Comments area) WA. ft.(m) o Q Lowest adjacent (finished) grade (LAG) N/A. .(m) d .2 o g) Highest adacent (finished) grade (HAG) f WA t.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adacent 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH PTRETff.1 ORLANDO FL 32801 SIGNATURE DATE TELEPHONE tV0m ( 407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. Fortnsurance Company use: BUILDING STREET ADDRESS (In clucliq ApL, Unit. Suite, ardor Bldg.- No.) OR P.O. ROUTE AND BOX NO. Pony Number XXXX UNNAMED ROADWAY CITY STATE ZIP CODE Company NAIC Number FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy bothsides 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 DATUM; Check here a attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information fora LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the buildingfor which this certificateis beingcompleted —see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the buildng is _ ft.(m) _in.(crn) above or below (check one) the highest adacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest alaoent grade. Complete items C3.h and C3.ion front of form. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the commtmitys floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA=issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by lawor ordnance toadminister the community's floodplain management ordnancecan complete Sections A, B, C (orE), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G 1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or communityissued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (inducting basement) of the building is: — _ft.(m) Datum: G9. BFE or (n ZoneAO) depth of flooding at the building siteis: — _ IL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here I attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND;RETURN TO: D.R. Horton Inc. 4" 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04854 PG 1320 CLERK'S # 2003096371 RECORDED 06/06/2003 114507 AM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description ofOf, Lot(s) 100, 101, 102, 113, 114, and 115 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone 11: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax th 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 ofthe Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horto nc. 0 i by: Robertawson, i ant Secretary CorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoin instrument was acknowledged before me this day of JLAKS 2003 gby Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on ge alf of the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MYCOMM ISSlnr•i FxP.lULY262006 oen // . .. Totaryignature Notary Seal JUN 0 6 2005 aalirIEU I MARY ANNE I CLERK OFICIRCU rY CUUXTY U! IHF(T F[[ 7AT[M[HT ISU\}LD DY CITY OF SANFORD STATEEENT NUMBER 103-75508 DATE: DUIL\)INS PERMIT NUMBER (CITY) COUNTY Wj1BER: __________ UNIT ADDRESS: -1'`........................................ TKh,TIC ZOXE: ___ JUNISDICTIOM: PA PlTY.U[AAH[URl).'-'.-.--' TWP: PNG: PAR[[Lo _______________ SUDDiVISI[N: TRACT: PLAT B[OK: PLAT BOOK PACE: BLCCK: 7----- ------ ' ' APPLICANT NAKE: __________________________________________________----_---'- ADDRESS: ______, LA14D UEE CA7E[CRY: 001 - Single Family Detached Kcusc TYP[ USLx ke"ideotial WORK Single Family HnusQ: DotaLhed - Constructiu:/ DEM FIT RATE FEE UUIT RATE PER TYPE TOT# DU TYPE DIST SCHEDULE CESC. UNIT OF UNITS XOMlS ART[RlA'-S CO -WIDE O dwl unit $ 705.00 1 $ 705.00 RlhDS COLLECTORS NORTH U dwl unit $ 142.00 1 (} 1A2.00 LIDRARY CO -WIDE O dwl unit $ 54.00 1 1 51.00 Ui'TK)(X-Ell CU-WIDE O dwl unit $1,301.00 1 1 1,3O4.0") h[U|\T DUE STAl[]`K]`Y R[CLIV[0 BY_' SIGNATURE: PiHA2E PR{MT NAM[) KOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OKHFR AND F'AYHENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DI3TRIBUTION: 1-CU[NTY 3-CITY 2-APPLICANT 4-COUNTY T*HOTET*:t A,Z[ ADVISED THAT THIS IS A STATEMENT OF FEES WAIM| ARE DUE AND PAYABLE PRIOR TO ISSUANCE CF A BUILDING PERMIT., PLkSU] ARi*E 0.SU ADVISED THAT ANY RIGHTS OF THS APPLICANT, OR OWNER!, TO APPEAL 7PE CA-CLLATICpS OF THE ROAD, LIBRORY SY3TUM AH}JIO: DUCATIO>|A'- (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A kRITlEN RECUEST WITHIN 45 CALENDOR DAYS OF 7PE RECEIVING ClGAATUAR DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR CCCL'PANCY. TEE REC[EST FOR REVIEW MUST MEET TPE REOUIREVENTS DF 7H1.: CUJ TY Lh!,4D DEVELOPMENT CODE. COPIES 01 THE RU-ES GOVERNING ApPEALS MhY lE PICKED UP, UR REOUESTED, FROM THE PLAN I!PLEMaNTATION PFF[C&: 1101 [/\IT FIRAT STREET, SANF[)3D, FLORIDA 32771; (50Y) 665-717^Y. PAYMENT SHOULD BE MADE TU: CITY OF SAXFDRD DUIiMXHG DEPARTMENT 30o NORl1| PMwX AV[H\yE PAYMENT SFOCLD RE BY CHECK OR MOKEY ORDER, AMl SHOULD PEFFR[XC[ 112 &JAT[NEUT NUMBER A-AD C BUILDIN3 PERMIT NJV8aR AT THa TO',' TOtT||YS u[AT /ENy IC VALID OXLY IN COAJU]CTION WITH ISSUAMIE OF All)',' FAMILY BUILDING CITY OF SANFORD PERMIT APPLICATION Permit #wp Job Address: ( O fj (.lct r j CYD! Description of Work: Cuyn kVt Pt Historic District: Zoning: 3L& A-f f " t 1)s t'vrc _ Y%LV nCS Value of Work: Date:11 6. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole / Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) ( Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Q- Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor. Name & Address: MINTAGE PLUMBING, INC- -State License Number: C-P Phone & Fax: P.A. BOX 620227...T Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: f Architect/Engineer: Address: Phone: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen of lorida n Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent tc A. T. Sr.. ;.K Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Date Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produccd ID Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. r- for the following work: Construction of a SFR on Lot 100, Bakers Crossing Phase 2, 346 Appaloosa Ct. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 D—.d e Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) a+ I'.-/- Gl-- Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of Robert A. Lawson as the assistant secretary for D.R. Horton I zonally known to Qr yho produced their Florida State Identification, Notary Signature June, 2003 nc. who is E I , 5EAG ATRIC,A COU'1' pUBUc STATE OF F[ ORIDA MISSION NO. DD134330 ot`a-qStapY 26,2006 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 CITY JANFORD PERMIT APPLICATION PermitNo.•C:),S Date: Job'Address: 34 A-P L-(70SA e0-T Permit Type: Building Electrical Mechanical Plumbing Fire AlartLISprink),er bescription.ofW-oric FR. Additional Information for Electrical & Plumbing Permit: Electrical: -,Addition/Alteration Change of Service Temporary Pole ,_Ncw AMP Service (0 of AMPS ) Plum'bing/Residential: Addition/Alteration New Constriction (One Closet Plus Additivrtal) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines 8 aS& Cki Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg:Value of Work: S'G'- Type of Construction: bl K Flood Zone: Number of Stories: 1 Number of Dwelling Units: I Parcel No.: (Attach Proof or Ownership & Legal Description) Owner/Address/Phone: (Z. l-iCaZa o -TN P 40--T c tO 1 p2-,p -%tiZ Q-Fi N tJP,T\ONk, LCPL Contractor/Address/Phone: PiCk- — 135--1 -G 101 10Z (kW State Licenso Number. Ce:(— O SS Contact Person: PEM2 GO 0 +o') Phone & Fax Number. CPr j - 101 gZZt3 Title Holder (If other than Owner): r\11 r Address' Bonding'Company: NX Address: Mortgage Lend= t'J h Address: Architect/Engineer Address: AeA NSR • 434 St, . ts11 1-f Atlkw-w. R 32a \'6 Phone No.: 4CF+ =T=14'- Fax No. 404 ( -1--94 - 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, RATERS, 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 allapplicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IIvTROVEMENI'S 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 thispermit, 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 required from other governmental entities such as water management districts', state agencies, or federal agencies. Acce of pe t is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Si lure of Owner/Agent Date Signature of Contractor/Agent Date C, r + . awson G Print / Agen ' N ie rint C n ' or/ ent' lure of Notary-S a of orida Date Signature of Notary -State of Florida Date O FICIALN ARYSFAL PATRICIA COUL F ORIDA - NOTARYPUBLIC STATE OF Fl O - ;OF' ION NO• DD13433 COMJLY26,20 6 PATRICIA COU MISSION EXP• NOTARY PUBLIC STATERIDAOwner/AgY ersonally Known to Me or n O: I Kno%v to Me or Produced ID M APPLICATION APPROVED BY: j Special Conditions: l O Date: - s - Z 7' 3 CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 - FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) MAIDEN NAME NAME SERVICE ADDRESS -3 APPALOOSA Z.O1lUQ__ r, SA.l oiz r+ MAILING ADDRESS-l 1 t-t D`Z` "G1 t1P QUA.1l Zi u TURN ON DATE SINGLE FAMILY RESIDENCE MULTI - FAMILY RESIDENCE COMMERCIAL rn oh 0.r't: - li pl i, WORK# 40q-i35:-q l0I 3' OTAt' 1 , 1H2OME# OWNER OF PROPERTY O'K. t t 0 Y1 —N 4C - I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO, -TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE PAID AT THE TIME, WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY AT NON - SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ THIS READ TOTAL $ CSR DATE Limited Power Of Attorney I hearby name and appoint: Craig Coulton and r 1 rj4- each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: C t L (S6Lh r± i lion For a residential permit for work to be performed at: Lot # : j(Q0 - 9 Subdivision : ,Cr. assl Address: 34 APPi AL005A COUP—L, SA-kAEC)I7 Vt _-L And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 7 w Signature of Contractor This foregoing instru ent as acknowledged before me this: Date: _ 5 By: Richard B. Ladd ( Contractor ) Who is personally now to me. AK`f SEALO PAM{C{NACOULTO`4 O{ pA N0TARY PLMUC STATE OF I State of F4orida {{oNNo.voi County of6ange MY CO vl{SS{ON EX'. {U{,Y Public Signature Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST 2 LOT # ICO SUBDIVISION: BAKERS CROSSING q(o 5F L ADDRESS 1 . APt A LtX i ; SA&Aroe BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri U6Ce IeN RrmJ OF SANFORD BUILDING DIVISIONCITYRESIDENTIALBUILDING PERMITSUBMITTALREQUIREMENTSFOR 1. setbacks Two (2) recent boundary and building locationtruscturest(not fences) forforfromallstructurestopropertylinespermit sets of construction design drawings drawn to scale, 2. Two (2) complete Complete sets to include: er sizesfootall g walls. Provide side vices detailsindicating a, Foundation plan of these footers with reinfo barfrcplaccment Indicating interior wall partitions and room Identification, b. Floor plan window, IrsoB throomropeningstixturrcniandokedetcctor, room dimensions, dinds decks andlocation(s), g distances from wails are to be shown. Note the State of Florida requirements for bath door for complianceofHandicappedCode (F.S. 553, Part 5) all exterior walls, east, west, north and south. FinishC. Elevations offloorelevation height as per City Engineering Department or subdivision plat. d, Cross sections of all wall sections to be used In the structure. Bearingofwallsection. non -bearing inter and exterior. Show all componentsforfloorjoistswhereconventionallyframed. Plan toe, Framing planIndicatespan, size and species of materials to be used. with details of bracing. Engineered beams forf, Engineered truss plan spacing openings to carry and support trusses. details with tread and riser dimensions, stringer size, methods ofg. Stair attachment, placement of handrails and guardrails. h, Square footage table showing footagcs: A- I d' S.F. Garages/Carports — S.F. Porch(s)/Entry(s) S.F. Patio(s) 4„' SF.. Conditioned structure a S F. 3. Total (Gross Area) Three (3) sets of completed Flo rida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstableorifstructuretobebuiltonfill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact thethearborordinanceandpermit. 6. City Engineer for details regardingApplicationtobecompletedthoroughly and signatures provided by a licensed and insured contractor. OWNERIBUILDER 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. 2. Footer Underground, electrical, mcchanicnl and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. 15. Building final Other DATE SIGNATURE By Omer or Authorized Agent) 1`''A PAX PEEST C ONTRQ L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name .• CiL) D Address 023D City/State/Zip Phone cC Email S.entri M' Quarterly Payment Amount` r " First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: /-\PPA1_OO') A C-oC1,_QT, _'3 ),JFOP_p SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: _& aClZaZ. DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEE,TlgE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date 04ustorn:e ror Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4, during those years, Inform the Customer of: a, any new or Increased termite activity noted at the 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. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementfor V er quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR INIPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no. event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult it physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. I. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS. The Customer understands that: All componentsoftheSentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System n. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectionordiscontinuingtherelatlonship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)iftheCustomerelectstodiscontinuetherelationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval oftheComponents; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticide being applied on or close tothelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any 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 Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right, to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, 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 be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all'tht provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. Thi proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the ofllces of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In Its sole discretion, that it Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately In writing t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identifie Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was requestc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of I (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 CITY OF SANFORD PERMIT APPLICATION Permit Job Address:Y (G Description of Work: Historic District: Q Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI. Electrical: New Service —:# of gMPS Addition/Alteration Change of Service Temporary Pole Mechanicak! Residential Non -Residential Replacement New (Duct Layout & 13nergy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: I I (Attach Proof of Ownership & Legal Description) Owners Name & Address Phone: _ Contractor Name &' Address: Mt _h 1 =CONDnG onp / + [ `' ate LicenseeNNumbera/A/7 Q. DE_++ `"`^`_ Phone & Fax: T,AV1 AJ,ARV FLOIRTQotitjctMF?t5_'ytAROA` / Ofn6A I Ph'fi n/' 32_8'10 7_59S36041 Bonding Company: Address: Mortgage Lender: Address:-•------•- - Architect/Engineer: Phone: _ Address: - Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will done in compliance with all applicable I:,ws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C ENC ENT MA RESULT IN YOUR PAV[NO TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANC , CONS WI/ be URLENDERORAN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:In addition to the requirements of this permit, there maybe additional restrictions applicab to this pro th tfound inthe lic records of this county, and there may be additional permits required from other governmental entities such as ter ma age enttrie agencies r federal agencies. Acceptance ofpermit is verification that 1 %%ill notify the owner of the property of Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personalh no%%n to ,Me or Produced ID APPLICATION APPROVED BY: 13ldg: Initial & Date) Date da ier w, 713. 9 31a3 of cactor/Agent Date v--ram-ai v. J./L'LL R Pri t Contractor agent's Nam Date ignature of Ko_ y•State of Florida Date Zoning: Contractor/Avcn::s Personalk- Known to Me or Produce. Initial & Datt) Initial & Date) F D: Initial & Datt Spccia! Conditions: ..—MIR;NQAC T1IRNER— r .: MY COMMISSION k DO 212893 EXPIRES: June 14,20074 • Baded Thn, Note Pudic underwritersNotary t PLOT PLAN DESCRIPTION: A*ARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EHS'f, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF TRACT "G" BAKERS CROSSING PHASE 1, THENCE N00'18'49"E A DISTANCE OF 704.70 FEET, THENCE N89.41'11"W A DISTANCE OF 110.00; THENCE S59'04'35"W A DISTANCE OF 23.15 FEET TO A POINT ON A NON TANGENT CURVE, SAID CURVE BEING CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 50.00 FEET, A CHORD BEARING OF N74'03'37"W, CHORD LENGTH 68.37 FEET, CONTINUE ALONG ARC OF SAID CURVE NORTHWESTERLY A DISTANCE OF 75.29 FEET THROUGH A CENTRAL ANGLE OF 86'16'24"TO THE POINT OF BEGINNING; CONTINUE ALONG ARC OF SAID CURVE SOUTHWESTERLY A DISTANCE OF 31.69 FEET, CHORD BEARING S44'38'46"W, CHORD LENGTH 31.16 FEET THROUGH A CENTRAL ANGLE OF 36'18'49"; THENCE N90'00'00"W A DISTANCE OF 115.25, THENCE N00'00'00"E A DISTANCE OF 75.00 FEET: THENCE S90'00'00"E A DISTANCE OF 110.00 FEET; THENCE S27'11'49"E A DISTANCE OF 59.40 FEET TO THE POINT OF BEGINNING, CONTAINING 0.21 ACRES i. FLOOR SLAB ELEVATION n , E _ .......ROW NMUSTBE1fi , B" OF ADJACENT ROAD UNLESSTRACT OPEN AREA OTHERWISE APPROVED ry99 S90'00'00"E 110.00' TRACT "B" wr OPEN AREAco Q O L( Z a2.8 53O' S i" = 30' 3' \ GRAPHIC SCALE Li.l j9a• 0 15 30 O a I "a" 56.00' O +r I 2.3' CQ N89'41'11"W Do .ri ••.''+:% A. PROPOSED g6•tfi at I10.00 o 2.3 000, 5 RG75WOi 0 MODEL 2879 CI $ FINISHED FLOOR 29 A2'w 990p Y5L> S 11 ELEVATION=29.8 cu N7a'OS0; . a::'t.r":•`:..::.`[;;.::'?;:,:i.. / C>66.3 1— O ss.o' Z n J1 9 N90'00'00"W NON RADAIL 115.25' LOT 100 BUILDING SETBACKS FRONT: 25' Q A=36'18'49" REAR: 20 R 50.00' SIDE: S' CORNER: 15' L= 31.69' CB=S44'38'46"W PREPARED FOR: C= 31 16' D.R. HORTON LOT 101 CONTAINS 9274 SQUARE FEET i THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 778 SO. FT. t TOTAL SOD 6389 SO. FT. t NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. 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 I. THIS IS A PLOT PLAN ONLY HAVE EXAMINED THE F.I.R.M. COMM ITY PANEL NO 120289 004 E DATED 4/17/9 AND FOUND THE SUBJECT PROPERTY APPEAR TO LIE IN ZONE A. AREA WITHIN 100 YEAR FL BEARINGS SlIOWN HEREON ARE BASI!tl` THE NORTHERLY LINE OF LOT 101 AS BEING S90'00'00" E PER PLAT. FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM41480 DRAWN BY: PLOT PLAN 5-13-03 SOO/J Fp01 s ' 00 x- - LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE x PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED CALC) CALCULATED FND FOUND C/W CONCRETE WALKS/w SIDEWALK CP CONCRETE PAD PBG PLATBOOK NCS NATURAL GRADE 50. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 POINT OF 5 c BEGINNING , z z aD 0 u, A a)m DQTItiTONNn0 00 z D DI m I ti POINT OF Pr COMMENCEMENT NORTHEAST CORNER OF TRACT " G' BAKERS CROSSING PHASE I 0 0 MLW MINIMUM LOT WIDTH POD POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PO PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. D. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF IHIERSECITON PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTII R/ W RIGIIT-OF-WAY ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE CR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT TtIE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5 - 14-05 FOR nHE FIRM WILLIAM R. MU CATELL0 JR. PS #49 8 DATE ONE eT WOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE - t WOOD SUCK. CONCRETE MASONRY OPENING 6Y OTHERS / 1 4 CAULK. BETWEEN B.v. WOOD BUCK t (BUCK WIDTH) MAST. OPENING 9' OTHER" INSTALLATION ANCHOR DNE 91 WOOD 3/16' DOA. TAPCON BUCK B7 OTHERS — I-1/•- MIN. EMBEDMENT j— INSTALLATION ANCHOR 3/I6' DIA. TAPCON STUCCO J BY OTHERS / SHIM AS aEo•o. PERIMETER J/ 1/a• MAX SCE NOTES) CAULK BY.OTMERS FLANGE TYPE WINDOW FRAME . HEADER RIGID WWYL GLAZING EEaDTYP.) GLASS Ov h (iro.) (SEE NOTES) SA BUCK CAULK BETWEEN WINDOW HEIGHT) FLANGE t PRECAST SILL W/ VULxfM u6 ADHESIVE CAULK. OR aPRV'D. EOL. FLANGE TYPE PERIMETER CAULK WINDOW FRAME SILL BY OiMERi 1 9 2ECAST SILL { a (I c BY OTHERS Y NOTES SECTION A —a P, 1) SNIM AS REO'O. AT EACH. INSTALLATION ANCHOR. NA%. ALLOwaELESHINSTACKTOBE1/a'. 2) W= FRAiiE MATERIAL: ALUNwuu ALLOT 6053. 3) INSTALLATION ANCHOR. MUST eE OF SUFFICIENT LTH. TOUw.EMSEOuENT OF 1-1/a- INTO MASONRY OR CONCRETE. a) USE SILICONIZEO ACRYLIC CAULK BEHIND wwoow FLANGE A7L• JAUeS.SALL MUST EE ATTACHED TO THE SUBSTRATE wTiy VULKEN 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICON ZED ACRYLIC CAULK FOR PERIN- TER SZAt AROUNG W,F! Ex TER-.GR OF ww00ra FLa G--. 6) IF EXACT YnNDOra SIZE IS NOT LISTED IN ANCHOR CHART, US: ANCHOR. &JANTITY US70 w1TM NEZ LARGER SIT:. FOP. i== APPROPR:`)E DESIGN PRESSURE REO•G 7) CLASS THICKNESS NA r VARY PER THE F.EOL'IREa.ENTS OF AST.0E1300GLASSCHARTS B) LETTA'R CESICJ(ArroNs ON THE TAPCON LxATION CAAP7 INDIC? WHERE )APCON ANCHGRS ARE TO =E INSTAL'_:•? WHEN u-,"r, E.XTERIO- ELrVATION AS A KEY - S) All FAC7CRT APPLIED TOLES NO-' OESIGNAT:O FOR TA=CCN ANCHOR SHOULD BE FIL_E9 w1TH (a SCREwc C•= S•JF..C:E.c: L7 TO PR -CE MIN. =/- IN ENBE•iuE(17 IN7D wWo BUCK. I _ RI A =T.i _ c---- O) -L0 0 _ UOEn) i!.:fJ _Cd_a ).MVOs .iVhf. IS <nFmy :rlgPRINTALSOAPP•_ES 72 .r_ iLOF.IoA a7Rt:::;5 Li?O _ _ C S£-1E5 S:NGLE MUNO_, 11) wHEr I: IN=: :N \ _ By SHIN AS REO'D. RIGID VINYL 1/4' MAX. GLAZING BEAD (SEE NOTES) TYP.) GLASS 0 TYPxSEE NOTES) —11 r II Al FLANGE TAPE — 1 WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE t WOOD BUCK. PCRIMETCR CAULK By OTHERS v.V. WINDOW VIDTH). CAULK BETWEEN V0130 BUCK t MAS'Y..OPENING BY OTHERS SECTION B-B CONCRETE OR MASONRY OPENING BY OTHERS W.W. A B ,, C ; A 110 IN SUFFICENT 1•,i _`i =1 '..I'J r, I E: D. OL C TAPCON LOCATION CHART CALL BUCK JILOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30-V To -pry- -1cs: TO 7oPSF -,.o v TO -D.7 41-sr TO 70ssx 12 1a 1/a X 25 B Q F,G F.G u 1a 1/a = 37 3/e s e F,c F,ctola1/a + 19 s/a B B F.G f.cI45le1/3 X Is 1/. B 8 F,c F.c 15 13 I/a = 62 B 8 f,c F.c16 , 1a 1/e X 7t B e f.G f,G)1J17to1a : a3 FG FGJ.KIH225V2a21Bec IM3 2s 1/1 x 37 3/a B 8 F.G F.GIHa21t/2 x .9 "11 B B FA F,e.HJIH45231/2 X SS 1/1 8 B F.c F,c.MJ IMS 21 1/2 x 67 B B F.c fc,HJIH6251/2 X 71 B B F,0 F,G,MJ1H7251/2 X a3 8 8 F.GJ.K F,GJ.K301/2 . 25 29 1/2 X 25 30 I/2 . 32 3/8 29 1/2 X 37 3/6 B 8 F.0 F.c 30 1/2 . 50 5/a 29 1/2 X 49 5/8 8 B F.c f,c.MJbt/:. 56 1/. 29 1/2 = :5 t/. B B F.c F,Q,H) b 1/7 . 63 i9 I/2 X 81 B 6 F,c F,c1tJ b 1/2 . 77 29 1/2 x 71 8 6 F,G.MJ F,G.MJ b 1 2. a. 29 1/2 . e3 e B F.OJ.K F,OJ.K 22 36X25 73 76 x n 3/e 8 B F.G F.G 2a 3- a S 5/as e e FA F.GAJ2a536 - 55 t/. 8 B F.c F.c .NJ 25 36 a )t e B F.cJU F,G,HJ 8 B F.G.MJ O.E.FJ;J(J 27 36 X a3 6 8 F,G.JJ( F,O.H,I-LK a . 25 a= X 25 a2 . 3e 3/a 1 A ]/a B B F.c F.G.„J so 5/6 1 X .9 5/a 8 8 F.G F,G.MJ 41 . 56 1/4 at x 5S 1/. B e f,cpJ F,O.MJ Q 63 a1 X fit 8 8 F,GJI! O.C.F.GJ.J 2 72 1 x 71 8 B F,GJU O.E.F.G.MJ a . . 1 X a3 A I Q F.G.J.K F•G.M,I,J.K as I6 7 x 25 6 A.0 a . ]L 3/S 7 37 3/a B A,C F.c F.G,M I e . 10 s/a 7 x .9 5/3 e a C F.0 F,GNJ 56 1/. yae 7 7 7S I/. a A.0 F.G.MJ F.eNJ 63 u x 62 8 A.0 F,C.H,1 O,E.F,GJ..1 e 72 7 X 71 F,OJLI O.E.F.Gmj a a7x83 P aF. FCjK DEFC,I r 32 52 I/3 a 25 8 AC F.c F,c 33 SZ I/6 x .7 AC F,c F.GMI 3. 52 B A,C F.G .j F,G.MJ 3,5 S2 1/a X SS 1/• B A,C F.G.M,I O.E.F,G.M,I 35 52 1"1 . 62 E A,C F,GnJ O.E.F,G.n 1 36 52 Va x 1. 8 AC F.c,M,1 O.E.F,G.M.1 37 57 1/7 . b] a_C F.G.J.Y. O.Ei.G.Ji.J,K. 37 SIZE N07 A!SIL•ELE IN ICDO OR 130 SERIES. EXTRUDERS I;A e°e oFLORAauoRoria TITLE: InlSir'__oi.ON D=i-._ SG'_ HiNc. =_ .inlD= - S_F.i--S !000 i`•OD 000 DRAWN BY: i APPROVED S : i IJ/I]=/ DI ;_CALEDIYG.' ' L_X0 I' MIN CnBCOKi HCATMING 3T OTHERS B QCSTALLAi10N NCmDR SCREV CTTPJ EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN FRAME HEADER vDODv KIUtT EXTERIOR PCRIMCTER CAULK By OTHERS EXTERIOR FINISH BY OTHERS 8 INSTALLATION - KmDP SCREv <TTPJ SMCATHING Br OTHERS 1' KIM CAULK BEHIND FIN TvO BY BUILD DEVN BY OTHERS NOTES. . SHIM AS RCO'D. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEC NOTES) SKIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MC•INi 7) USE StLCONIZEO ACRYLIC CAULK OEM" WP/OOW FIN AT HEAD. SILL & JAMBS. SKIM SPA A) USE SUCOMZED ACRYLIC CAULK FOR PERIMETER SCAT AROUND EXTERIOR OF ' WINDOW FRAME. OF GLASS5) GLASS THICKNESS MAY GARS PER THE RECUtINSULATING NTSGLASS ALSSITMOCHARTS. SINGLE GLAZING IS SHOWN, IN$UTAiING GLASS S ALSO OUALIFIEO. OUq [EO. 6) SCREW ANCHORS AT HEAD, SILL h JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /8 SCREW ANCHORS 6' FROM CORNERS AND 24' O.C. MAX. 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BOLO DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES OEStGMER WINDOW SHOWN, THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES h, 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SKEET APPLIES TO ALL CONFIGURATIONS MAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SKEETS FOR REOUIRCuENTS. GLAZING CTTP. SEE NOTES) FIN FRAME SILL SHIM AS RED' D.— SEE NOTES) / SECiiG:I S-r I; L L M SPACE EXTERIOR ELEVATION I'll' 3Y re>M:N', 3) OIrE?S I i CAULK BEn:ND Flrt tom' MASITSIru ' r wso 2 2002 A A8 INSTALLATION SHIM SPACE ANCHOR SCREV (TIP.) iv0 Br rRAnINGSHIMASREO'D. Br OTKRSSCCNpfES) CAULK BEHIND FIN FIN FRAME JAMBS I I GLAZING (TIP. SCE NOTES) r Kx EMBEDMENT SHEATHING BY OTHERS EXTERIOR EXTERIDR FINISH BY OTHERS VIMMV VIBTN PERIMETER CAULK BY OTHERS SECTION B-B nvn EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNA71ONAL. IN, SANFORD. FLORID) TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: OATE:02/14/02 ISCALE:NTj DWG.: FLEX0037 V ONE BY BUCK BY OTHERS CAULK & ANGEIiWINDOW SHEATHING - PLYWOOD ( TYPI BY OTHERS EXTERIOR FINISH NY OTHERS PERIMETER CAULK J BY OTHERS WINDOW FRANC .J HEAD WIDOW EXTERIOR WINDOW FRAME - SILL PERIMETER CAULK BY OTHERS EXTERIGR - FINISHBY OTHERS INSTALLATION ANCHOR 110 SCREW BUCK VIDTM BUILD . DOWN BY OTHERS NOTES: TWO BY FRAMING MSGAPPLIESi0 SILL) 1) SWIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. • BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4'. 60. 1- 3/B MN. EMBEDMENT SHIW SPACE CAULK BETWEEN TWO By BUCK L . CONCRETE By ORHCRS 2) 1WNDDW FRAME uATER1AL. ALUMINUM ALLOY 6063. I- 3/8- MIN. 3) TAPCOM INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT` LTHI TO ACHIEVE SHIM AS REO'D •., ` ::• EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE /10 INSTALLATION' (SEE NOTES INSTALLATION SCREWS AT MEAD & JAMBS MUST BE OF surro ENT LENGTH TO 'ACK04 1-3/8_ r 010 SCRfv. •Yr . MIN. EuMMENT INTO WDOD FRAANNC AND BUILD DOWN 1WHERE REOlORED. NSTALIATION ANCHORS & SCREWS TO 8E PLACED 6 N. fROM CORNERS & 24 IN. CAULK BCivCEN '^ • D.C. MAX. •...v.i•-c. t 'ti•• WIn00v FRAM }1 .. .' Ib (N. VInDOv fLANGC-• • a) USE SXXX*a= ACRYLIC CAULK 8£HNO WWHOOW FW1GE AT LEAD. 541 B JAMBS JAMB y S) USE SLICONQEO ACRYLIC CAIAIL-FOR PERIMETER SEAL AROUND OciElbOa OF WINDOW FIANCE. .. '.:: •>,. - .. >.^ GLAZING`(iTP .G L Y 1 w•: 1/ t' MAX. CHARM CUSSTHOWESSMAY VARY PER THE-REOUIRCIENTS-OF ASTM''El-AM GA55'. 'f—tl SEE NOTES) ( I_r., •'( ^t Q maxi .,I r 1. SHIM SPACE CnARSNdE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OwLFID. •. ;Te T F'> I --yy ';': ' r .S •. „a':• - c' +'"rti ;Fpa E. ?. 7) a" DOWN AROUND CURVED PORTION OF WINDOW FRAME TO'SE .ENGINEERED BY .; - r1f OTHERS. BUILDDOWNMUSTBEOFSUFFICIENTSTRENGTHTOAGEOU/ATELY ti 1 7 z . -. Y,•' TRANSFER LOAD FROM WINDOW TO THE STRUCTURE - - w\ 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHIOWII THIS PRINT ALSO ' \ •- ` +,IyFY+„ kZled APPLES TO RORTM EXTRUDERS 1750 SERIES & 2000 SERIES. - CDNCRCTE:OR'• ~ 2) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OFPRODUCT ` . ••.•`r, NASLkRY:•a}•'fj Y"•' SHIM ATER S REdDTICSCOHNFlWRATOHSTTTHATCAN8ENFTHESETWOT.ACtURCO FROM TTHISFE1000. 1730• k2000BYMAPPLIESTOALLROTMHCRSCALK .'y ^'+%(iT OTHERS• i'. SEE NOTES) .: •.t•'• riy-`•,•.iy ^al'• SERIES DESIGNER FlXEDWINDOWFfaMNGSYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW VIDTM •. ,v`r MULLION. SEE MULLION INSTALLATION SHEETS FOR REOWKWENTS. : GLAZING (TYP. SEE NOTES) SHIM AS REO' D SEE NOTCS) BUCK HEIGHT T L1/ 4' uAx EXTERIOR ELEVATION SHIM SPACE aCAULKBETWEEN d VINDOV FLANGEL ONEQ1BUCKBYWOOD1- 1/N- u-CENTRAL FLORIDA B.G.A.r. CAULK BEIVEEN EMBEDMENTWOODBUCKt K UKVvypRER NAM: MASONRY OPENING ONE ByVODDBYOTHERSZ_ BUCK6rOTHERSORq Y MRSORfE SECTIONA. —AIW;ALLA;I_uAMHORA MR 1'rl.JC. By DTHE'r,S 3116' CIA IAKONv vp hW I CXTCRLOR FINISH SECTIONB— B BY OTHERS WINDOW WIDTH A ¢ WINDOW HEIGHT B B I r A EXTERIOR ELEVATION TIONAL, INC FLORIDA EXTRUDERS'" SANFo D. FLORIDA TITLE: FLANGEINSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER. FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY:BB APPROVED BY: DATE:02/12/02 1 SCALE: N T S IDWC.: FLEX0036 SHEATHING BY OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS INSTALLATION ANCHORSHIMASRE•0•D e SCREvSEENOTES) CAULK BETVEEN DOOR FLANGE rv0 eT VDDD L SHEATHING BY OTHERS I i v NAME, oj 10A SLIDING GLASS DOOP. FRAME SILL IV 1/(' MAIL SHIM SPACE 1-I/8, MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD DOOR VI D I M SLIDING GLASS DOOR FRAME MT_RJA A' MAX. ]MIM INSTALLATION A.XCMO."arvOBTvOOD -8 SCREv1-1/8 HIM. BY OTHERS EMBEDMENT Iva BY v000 BT OTHERS CAULK BETvEEN HOOK SUISIHINGP C SLIDING GLASS DOOR SHIM AS REO'D.HOOK STRIP SEE HOTES) INSTALLATION ANCHOR RB SCREv L 1-1/8' MIMZTEMPEREDGLASS EMBEDMENT TTP.) CAULK BETVEEN DOOR FLAr(GE L SHEATHING SHEATHING BY OTHERS PERIMETER SHEATHING By OTHERSCAULK OTEMPERED GLASS OTHERS STUCCO OR SIDING (TTP> STUCCO OR SIDING By OTHERS By OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B HOOK STRIP DETAIL t 1) DOOR MATERIAL, ALUMIMIPI ALLOT 6"1 21 A9 RMSrALLATICIM SCRCVT MUST SE Q SlfrtClEMT LCTLTM TO KHICVE nlM CMxDKMl Or I-I/9' WEI VOOD. TAPCON TTPC INSTALLATION AKMORS At SILL MUST IZ OR SlfrIcIEMT LEMGtM TO ACHIEVE MIN EMBCDMCMT Cr 1-V4' IMTO Mu231RT CR COMCRCTE, DI INSTALLATTaKMU ARCMARD f ONBACKOrtwillfCT. USE si fCONIZED ACRrLIC CAULK 9EMIMD WOW rLAKi AT HEAD a JAMBS. 11 USESit. ACIC[fOZEOACRTiI[ 1 LISTED r0RAMCI PERIMETERSEALARWID MOR OOR 7 DON. 61 LCKACIDOORSRIISPPLISfEOIMSIGNPEMAW- RUSZE0 AMCMQR OUAMTIrr LISTED VITM KAi LARGEa SIZE. TOR TK APPROPRIATE ITPA RD ORS REO.O. 71 TORPOCKETDOORSIZESWECLOSESTITPASSDOORSIZEaCOKICiJRAi[DI TO fUUSHEO EMIf4 9 6 RACE InStALLAti[M AMCMa:S. I. rRONI Or MITE". STRIP AS SW — GLASS TMICaKSS — 1 VARY PER REOVIRCKNfI Or ASTM CI700 CLASS CHARTS 9M DOOR MP w'lfISAPPROVEDuSIMGTEMPEREDGLASSIM SIKAC GLAZED OR TMSLLAIIHG GLASS. 1a, JAMB / SILL CDRHCRS ARE 10 SE SCALED VITM A SMALL AIMf •EAM SEALER. I11 SM1M A: RCO'D. AT EA. SET Or I-StALLATION A.CMCYRS. MA a, ALLOVABLESHIM STACK 10 a vA•. IL) ALL INSTALL-1CM-MCMG.S MUST BE MADE Or CC290:I0N RESIST-1 MATERIALS. ll<R- ' A• RrPRE:EMTS MmVUG PAKL -0 b• REPRE:EMIS flIED PAKL APPROVED j COWIGURAflOvG K ARE ASLISTEDCwATORCHARTON TACK Or IMIS SKar. E X T EP! 0R ELEVATION I.) NOF ALL EOr a IGURAT1O LISTEDABOVE ARE UC— OH IMI: DRAWL. MOV"vCR INSTALLAticm SEC Tto,< • AA •1.9 a MONX :TRIP DCIA1 AP.>_T rC NSFALL-110M 6 ALL APPROVED J CO` 0- TIEwS. D JMGA1-1/<• MIN, r p ISI rL6RI0A EaTRVOE7.S 1000 SERIF: SLICING GLASS DEER IS SMOVN. TnIS PRinr ALSO APPLIES f0 i t t 2 F _L DUO.. S:yOvN 2000SERIES Av0 SOD SERIES. 11 1 a A o T REVI DESCRIPTION DATE I`!I jj- I P T 'T f Q EXTRUDERS BCRALLT APPLi — I L a I 1 L I 1 CAULKING (,.,DERSlll \ W T. INC. SarIFp4D FL. 0= SET SILL IN BED — INS iP.!lPiilN ANCHOR Or CONC2E: E 3,!S' D:, :AFCON TITLE: SLIDING GLASS DOOR S CTILN A -A INS TALLAT"ON WITH K° SCREWS D I IIIORAWNBY: ?? 1 APPPOVED BY: 1 Cp. 1 2002 I i nT[: !?nl/Oi SCALE: Ni' ID'+G rLE.c 2; S:;i I Cr Li LJ TEMPERED GLASS (TPP.) S_ DOOR HEIGHT E! Fn EMBEDMEN; r IX2..Y.1/E IX2X3/8• -- -- _ IDDu" SJi• — Iti DD J= -' TUS£ KiL_[i '. TpicAL VEERMA1 '70 'r'OkiZChiAL tiULUON i0 A1U+JlCM TYPJ '` . ETUBE MtiLlrN. JFME (,YPJ f• C. RE X i/21SEL: - - .06 X'1/2 'IEL.' 2 X 4 X.3/6 f :.1 SM.S TA'FiNG SVSAAPP ' G 7UEE MULLICM1 3 ' SG. . :. )'I _. ,• :'r D Wl ' Aj : _j! `' _" ,•__•_-_• 1_.1..L._,. ~a'-'' . ' 1 aj Irr, 1QGDr3_`j l: SEAL'v+T EEiv'nEN ,".rd.. r n , .`- c••-, SE`A:aMy BETV II:r$ l vi Vrni:I "fLA S ... aE--X' l-1/2 S LF k,_:' r, t. " :cP t Rr VTMLG FLAP-GN 4- ' '_'a•,y', Tpl EQ r._-,__2.'TAPPiati 5.'+S r I . PS •;, aaiC ?if `-- gE •X tl=i/c S£LFJ _ _ C - ( a X I/c?S'CL 2v2e3.' hi.S ti - -1---TAPPIKG-SMS $ j `C 7: _.. Ts s =1 - TAP SM SECT?O;y "A-A"(2) f s; 1X_lX:,MUL'P , c;. _.ice .as r.r:a•x ._ ScC.T'I Ii 8 Pi 4t ,tr+-i-..,.• t=t .;ice f'.. - -- - _ _._ S•.__ __ •' I :.' _ --._. `r—_:`_ _..:yIAF-A.L;•' ' tl ray, w-v. I X 2 7/1E-X 1/E 1 X 2 7/lE X 3/E —_ _. t:::. t ••; : r r .: r— r- IItST`A` ACYi TUBE M ILLIIIri lODO $!L i :•loco SA - SELF - - JAMP .(TYPE... 7 •_ SEALANT BETVEIN 68 X.1 1/2 SE SCREy-lyyt11I 2.R1'p • rat --'I} JAMB <7YPJ l VWBGV, FlAr7iS TAPPCt'u SMS t'1 1 SECTION A— 2.. .G8.X 1/2"SELF _ TAPPIhG?SS --Q r l"t11 ` t:• •..tt. TAPPING SMS71 j _ .._ __ __ _ _- r• .e'.,f __l ?? iJ.SxI/4 YMitt' -' 4 C / - c' PFECAST. S[ •Itr GTNERS AQ ILSA Y,PLAT• , SEAi.AVT -BETWEEN' I.'.,,,TECSJIR'D7 IS3SVLMMyS - i,- %t : ' ViN^OV FLANGES - .X 1-1/2' SELF ... .• . "ffCR .ADDI7IGNAL-=I!N:-MSWHEN > r•",,,, 08 1 C; ",P { t - L .N ,LirSt tAPP:l:G SMS II _ C. t 1-1i2 SE!J". SMSTAPPING CTlL.i1• . , 1' (i SECTION Oid r'4 .-A () i __.... .- ? : L • 1 X < X LE I X < X 3/8 1I j.Y 8 j - °] • ... I 11 t0 TUBE MULLInN j TUy r LItIIN! - As' a,.•Z.(i/ !• A 1 : 1 c Tp.?c Y, 1 i r:U,__(u?: _ . CT SH. MCC S.H. iGCD 14 i`•u11 i' }+• 1 11_ R 1' cY`Rrir'. ' ietio , Top)t4AS1 i F -A 6 RISORFLORIDAFLORID - irD, ' 6 X 1/2 Sc-;_'- :8 X I/2 SELFTAFFi t, NG SMS TAPPINGSMSf' ITLE:SLR 1000! ! 5-30r LAtNGEL - I V=RT? CAL. f ULLi"O'd I N OHOR I ZONTAL'-. _ l \• '•_ - SrLrCGTHEP SH; t CrRf,r L: i-' RT9 __ rP. PAC i T T`_S r rr n j '`) nontcV av?1 ..- I APPROVED BY: ul) SEALANT BEiLEJEN. : _-.. _ - - _ - - - _... __-. TYPu u L:3eM , : --, TAi $ r.OGO °'=DESIuNER i0 . Ylk-RE I- X 4- D. VCIDa7V fLAiitES .': .! •. a..• a,• . -". .2...SILL C, rJ• - g .x A'. illeE 31JON5 A.^< 1i51)).. r, t MULLP.IN lmo P V DESIGNE 1'SILL `C9 X 3/4 SEIf `4t R'8 x 3/4 SELF - I. • i 5w t r•.ev T.4PP_'K'u SMS 1 CONCRETE'OR MAS 'rrtYTAFF.rI. S _ BY 0THERS s CIA , rt3.?7 i .T LNSTALLAT[GN ANpruR o/l6 ' X _3/8-- C _.___..._ _ _.-kr•:i _t. _ e'' - - 7APGYi SL c Y I4\f}ILR <TYP isy w lB M_ k: SOWS iA 1 iFs r iL'BE MULL:7N A. a . i bC.t a' ` ! `" EXTER7.AL 11itLL I4t iv al, Et is;IbTa! A L+i$ ^ f „ n {y' -i.•1 C. WNJ •TALL'AjiM CUM, a a%NT utrvGEi _ .;2 S, '3JS 1 J a i e z t-,, 1 Iai i;?@t iBUG('3Y l a = a,:L= F:A—:O:AE: Nilom+,-S;b.:.1l•. y:K.: l: •,,,;, 3 ,('ax t}FL' a .t'a YT' i Li `-`?c.'1 t si -{:- a rsTLF 3 ;;'`:: 17^,1 j y-: i$t ,. AU''x ;- r--:'- - _ _ .J1 rrt`J.>:alc .I_...'•'._.'`-,L. f.._ (ID 'r.....---r,_.2=] b:- -MALIDx- r'- ' i:•` N I:. t dui:. c CB..X J .SEL p;RlD9 - - -- ' - :- L6 a"SELF A:iDTi IG %1..?.i 'i•i... C. L -c.. - ... ;,_ '+ _t. i'L L, -, {.,i ' .,,3...i. 1• • - , 7APPIN SMS---- _...:. _-.-7AF. [Yu.SHS_ c :i'• :. CiYFJ- :p;. i.c F•'c t:.IDK=AD .tTTFir, 1• `.. `• jJi„' i >• . _ _ 1..1 L .1 i.i MI• :^r- ::w' _.:,,.ate-rEALANTiSi_ TION'A'=A (11 _'_.:t,,;i CTIOh VINW-1 FLAW t YAI! PN •.,._._ ::: c .':• ° =S. i F.V./DESiG!ER.._ _- ...... .. I . .. :......... loco_ LOW P.V DESIGNER cS[LL <TYPJ - - 100: t'.V LDS SILL <TYF •, , Q ..• X'.r_ , r,SIEL <TYP kE X 3/i SELF' L6 X 3/a SELFLEX2/4 SELF t:.0 - TAPP:YG SMS 7APFItfi SMS ..!;C' TAFPR:G,SKS ...-.. 1 Xc 7/15 X 3/8 2 X - . _.._,. .._._ ._. , ir rcK 1 X 2 7/16 X 1/8 4 X 3/8 c. :: a . MIN. i TUBE MULLION,::..I t, - TUBE MULLION { ) TUBE LG LI3P: - ar, [..: _T a c' (•rt 07 S SEALANT DEi SEALTV ANTb_- - = a T• VLNgV CLAt:.,ES VL4LOV FLA`.TiE ._ _._.. Id-22: 5c.<:~ R• .••c 4•,-.y.- c _ ii:: \ 2•d'1 '' it.bf•r i;. _ . t IL2`ON C' /, . i gr:c,A i, I-: h, ,•Y"v, C8 x : SELF §2 k 3. a S_Lf TAPPING - SMS :1000 Sti TAPPING SR(S $ t 1CAD ( TYP.) - -. ..---- -.READ (TYP.) SEALANT. VN 'SECTIONA-A (4) --s2 X 3/: -3 WINu=V FLANGES `°" SMS t MULLI[ L"1 locoF.V.% LIESIC•NEP• ! rIOGO P- V./6ESIC1 _R SEALANT TEE JEEP: cliff (TYP.) `-:Cw I SILL ( TYPd v:NDO'J FLAN--; _ HEAD ',YP.) I i. Ar N .. t MULLiON C8 X 3/4 SELF KS x ?/a S_L: TAP?INS SMS SECTION A -A 17 i i V!EWE FROM EXTERIOF TAPFING S.NS x1/8 I X x 3/8 I t;:;tLii: t: '° "'"•" \ INTERNATIONAL. INC 4 IFLORIDA EXTRUDERS SANFORD. FLORIDA F , !TITLE: j _k, - 1 iR:? _l j 1 500 FLANG SHE Ei I OF G. E I T;4iN . J IL NTAL MU':_i0N S=CTIO^;S 77S a i i 6/ I j • 1 pR SSL'•PE CAPACITIES n^- I APPROVED BY: I' $`' .._. - _. . R..,.- r. Ti, b iq 00 F.V./DMGM SILL (T. do x ?/4 S:-, AFFiNG SMS t2f t/e TU5E MULLION SEALANT BETWEEN vlvaeV FA4GES- L M'ALION SCANT BETWEEN' a \-ae X 3/4 SELFvINOOvFLA4G£S TAPPLN_ SMS 6 MULLMN C00 S.Y. HEAD (IYF.) SEALANT BETWEEN VINDOV FLANGES SECTION A -A (,) i MJLLION rIG00 F.V./DESIGNER 1 SILL, (TYP.) I NIe X 3/4 SELF TAPPING SMS x i=_ 7/I6 x ve f1 T TUBE MULLION SEALANT BETWEENVINDOVFLANGES- L MULLION 0D X 2/4 SSLF lOGO S,H. TAPPING .SMS HEAD (TYP.) S=ALART EETv_Er+ C.-A Q VINDOV FLANC•SS MILLION D00 P.V./.ESiGN=R SEALANT EETVEEN Sli-N. (TY.'.) VINL'0'J FLANGES s MLLLION t \ I E x 2Sv_.! 1 aPFlf: i3 SMS In( 11 1f'lS)1-II IuE•r.;,tLtUn I SILL < iY=.) I .- kP X 3/1 SEt.F TAPPING SMS ix2xzie TUBE K-LL iO\ TYPICAL MULUOu TO CONCPC,:* 0 JAdS AcPUES TO IM!: WHERE I' x L• 2' X 4' TU9= MULLIONS APE US-=L'; i ETA;! _ Q 1 CONCR= T= OR MASONRY EY OTH=i<S I i it'STA 4TIGN ANCA1,;z 3/:6' Ilk E:; 7ERNAL MULLION ONE : Y Vppn_ , L4STALLATION CLIP EUCx By OTHERS CENTRAL. FLORMA B. O. A. E. Se X 3/4 SELF 71 .. A 1 u.pA •rnp}RER NAME: GC: S.F TAPPING SMS 1i1111V U ' tali 1 (IYOJG HEAD ( TYP.)tOR/D FX7 RUDER SECTiON A —A (21 MASTF—IR Fa10 I= P•V./0_SIGNER SILL ( TYP.) ke X 3/4 SELF TAPPING SMS Xc 7/15 X 3/e TiU? E MULLION 1000 P.V./D=SIGNE'RSILL ( TYP.) I I 3/4 SELF ING SMS i L—ffrvr--Vn X 4 X 3/8 fTUB_ MULLION SEALANT EETVEEN VIN00V FLANGE - N:: LLiO: OE X 3/4 SELF IGGC S. L TAPPING SMS HEAD ( TYP., E( T!^vN A —A (4 LOCO F::./DESIGNEP r Si! L (TYP.) tea? X 3/4 SE'-F T* FING SMS x 4 X 3i6 nC]) 811 f!) II % ivcE ri:.rL: iui. 0 e x 3; 4 SEL7 CC S.H."- NO!•r --P.(? NTERNATIONAL, INC FLORIDAEXTRUDERS' SANFORD, FLORIDA MILLION Q II! p . 4-.- 1 1/4' MIN. EHBEDMENT F EL2i. 47i•0\ Ai:Y, EC FROhN cX-5'=10R TITLE:C;;:=<, if?_Li ijQ!: vNi__ C c- 1 I]i- _ i•l 1 L f':T ._ iv!1.- _i( tiF _ uNS LS -J IN if2_'J:J:<_ •..N AI_. EEC.. DRAWN EY: i•i'Si7 IAP?RO'FLD BY: M I A M I-OAOE M IAtvI I-DA D E COUNTY, FLOR 1 METRO-DADE FLAGLER BUILDF BUILDING CODE COMPLIANCE OFFI Mr.- MO -DADS FI,AG1.[iR nUILDI 140 wlS'r FLAGt.Cit sntc.L-'1'. surn: I MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-290I FAX (305) 375.2 Premdor Entry Systems (.10M IVICOR LICENSINGSt:Cri 911 E. Jeferson, P.O. Box 76 (303)373-212.7 FAX(303)373-: Pittsburgh XS 66762 coavntwroRm vise 305) 373.29" VAN (305) 373-: PRODUCT rCONTROL UIVIS 303) 373-2902 FAX (303) 3724 Your application for Notice of Acceptance (NOA) of Eutergy G-S S-W/E Inswing Glazed Double w/sidelites Residential Steal Door • under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 1 product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildi. n` Code. The expense of such testing will be incurred by the manufacturer. c" ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rim tcoerlguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE &C PRODUCT REVIEW CONIN11TTEE This application for Product Approval has been reviewed by the BCCO and approved by. the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions : forth above. 1 P PROVED: 06105/200 i Francisco 1. Quintnnm, R.A. Director Miami - Dade County Building Code Compliance O1'lic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN U 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply' with. the South Florida Building Code (SFBC), 1994 Edition for Miami-t County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NV/E Insiving Glazed 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 "Prcmdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Cot Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Si;igle door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang!e between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arcs arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will rewire a hurri, protcction system. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIREi•IENTS 6.1 Application for building pen'nit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the: proposed installatio 6.1.3 Any other documents required by the Building Oflieial or the South Florida Building Co. SF13C) in order to properly evaluate the install ic ii of this system. Mane t Pcrcz, P.E. Product CoC Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2001 EXkRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this aceeptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because 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. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words lvliami-Dade County, Florida, and followed by the expiration date may be displaycd in advertising Iiterature. if any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptancc shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP' 'ANCE Manu Perez, P.E.; Product Contr :scam Produ 'ntrol Division Glazed Units COP-M-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing Singles 1 2'0" TV X 2'8" 2'10" 3'0" 316" 1nal COP-WL-MA0141-02 filiami-Dade OCCO 02-0419.08 Application Fled) t 1 . 52.0 NO Not Listed Not Listed XO.OX. OXO i j t 1 1 1 2'8" + 1'0" 1 1 COP-WL-MA0143-02 t.t r 02-0419.08 Application Fled) r 1 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP•WL-MA0144-02 02-0419.08 Application filed) 52.0 NO 1'0" + 2' 10" + 1'0" rl'2-+2'8"+1'2" 1'0" + 2'8" + IT 1'C' - 3'0" + IT 1'2" + 2'10" + 1'2" IT" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2' 10" + 2'10' + 2'10- TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application filed) 52.0 i NO t 2'8" + 2'8" 2 10" - 2'10" 3'0" r TO" TV + 2'8" + TV + 2'6" COP-WL-MA0145-02 02-0419.08 Application flied) 52.0 NO 2'8" + 2'8' + 2'8" + 2'8" 2A0" + 2'l0" + 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, slate or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, waler, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, A202 & PA203. 0 Oak a AR-' 111I. Y,Ff.1.At< RN'1'MY 000RI 1i"A- rp.a." 4"y Des. AP t 29. ?W? o...., r o• •n owo,wo ofyx n.wamrontmmptttuuli(x;W%.enynu,al"o0w Masonite International Corporation aw. lil :wrytn 1. thxW «:l%pp "lice. COP-WL-MAOIDO.02 FIBERGLASS DOORS Clued Units 6'8" Height — Outswing 1 X I 2.0- COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" 3'0". 3'6" Not Usted Not Listed 63= ArrangementMultiples1 1 X0, OX, OXO 1 I 2'8" + 1'0- IInternational1.1 COP-WL-MA0163-02 1 02-0418.03 Application Filed) 55.0 1. I NO 2'8" . 17' 2'1-0" + 1'0" 1 2-10" + 1'2" 3'G" + 1'0" 37 + 1'2' 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO I I IT + 2'10" + 1'0" 1'2" + 2'8' + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'O" IT + 2'10" + 17 1'2" + 3'0' + 1'2" 2'6" r 2'6" , 2'6" 2'd" + 2'8" + 2'8- 2' 1G" + 2'10' + 2'1 G" 3'0" + 3'0" + 37 XX. OXXO i 2'8" + 2'8' COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6' + 2.6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 I NO I 2'8" + 2'8" + 2'8' + 2'8" 2'10" + 2'10' + 2'10' + 2'10" TO" + TO" + 3'0" + 3'0" Note:: 1. Dccr a. rangements 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 Wernstional website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher 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 8CGO protocol PA201, PA202 & PA203. Oak raft ARF_V%1.. •< IYI.• sl I I . II..w 1 .l.i h,w'1'11Y VOORt ewrf .rN Nrllu, fwYl 0.:•: a Oa Ccww.n oroolam of roew ;ni* a m nines Wt6tiicnions. onion am ;®feel M a s o n i t e I nt e r n e t 10n a I C Or p O r a t io r• 04at; ei:e1 to cb2n9e vilbwl m". Glazed Units COP-WL-MAO100.02 FIBERGLASS DOORS 8'0" Height — Inswing Arrangement j X i Singles (width) 2'0" Alasonite International COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 V "M ".. i NO 2'6" 2'8" 2.10" 3'0" 3'6" Not Listed Not Listed r X•3. Ox, CXO 2'8" + 1'0" r COP-WL-MA0148-02 BCCO 02-0423.01 Application Filed) UP Rating 40.0 Impact Rated NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 3'0" + 1'0" I 37 + 17' COP-WL-MA0149-02 02-0423.01 Appiicalion Filed) 40.0 NO 1 1 2 + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + IT 2'6" + 2'6' + 2'6" 2'8" + 2'8" + 21" 2'l0" +2'l0" + 210" TO" + TO" + 3'0" XX, OXXO 2'8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO TV + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: Door arrangements usicg 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. lr.s12:'3tion ins!reclions are available from the ti..asonite International website (www.masonite.com) or from the technical center. 4. hctu2: desig.P. pressure requi;emeni for a speci!lc cuild!ng design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local Wilaing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PAM. 13 Oakcraff ART . EK- G.T.V F.'62i.20^-2 r...:.. °..,..r o.... C.:, cx„aa,.,t Tc^:n of mOrwtt acp.Omnrm P4,c7 ipc:Jr,::a's. Crs7pr ::J:, a:a:, Masonite International Corporation Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing 1 1 tl' t 02-0423.03 COP-WL-MA0166-02 (Application Filed) Walling impaCtRated 47.0 NOX 1 1 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed hatedArrangement1(width) X0, OX, OXO 2'8" + 1'0" masonlieinternationalMiami-DaOHM COP-WL-MA0168-02 02-0423.03 Application Fled) OP RatingInl'ipact 47.0 NO 2'8" + 17 210" + 1'0" 210" + 1'2" 37 + 1'0" 3'0" + 17 17 + 21" + 17 COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 210" + 17 1'2" + 2'8" + IT" 1'0" + 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" 210" + 2'10" + 210" 3'0" + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. a O akcraff AR EK" -_ f.T.Y•000M[ W+r._r-<rN-W1... pod "•0 Masonite International CorporationOurwmw.ilq prpprml of yo0un +nmwemera mites sDecakxo-s. Ors41 and aM&10 dMi subea 10 Change wgMN n01Kt. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing I X Singles1 2'0- EftffT, MWIMPM.1 COP-WL-MA0101-02 91 01-1031.01 I• 1 76.0 1 •1 NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement1 X0, OX, OXO 1 2'8" + 1'0" 1 1 COP-WL-MA0103-02 I1 t 02-0109.10 Application Fled) t• 1 55.0 1 1 NO 2'8" + 17 2'10" + 17 2'10" + 17 37 + 17 37 + 1'2" 17 + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" IT + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 17 + 2'10" + 17 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" 37 + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-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 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 W .....1. rr •,n l • e,l ARTEK" !•ll"...elr Loin 1'1 Mt:Mf.I.A33 Y. M'1'MY DOOMS bre..rr rMpr l..$)O.wa Idle 29. I002 Ow confmwq noaam of 0.0d.0 mprW MM Mores%MdCal°ns, dnr uW 0106uc1 Masonite International Corporation 0,W Supecl 10 C. .Qe —VWA MoKe Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Mm 171 M UTMi,I COP-WL-MA0121-02 t1' t r• , 01-1031.02 76.0 1 1 NO 1'Www X Singles1 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0. OX, OXO th) 2'8" + 1'0" Masonite International1.,• COP-WL-MA0123-02 I 02-0109.09 Application Filed) I • Rating 55.0 Impact NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'O" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + IT 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 37 XX, OXXO 2'8" + 2'8' COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakcraff AR EK" .T FIMY.NGI.A{(V..TNY DOORt nr.i..v".IMp fw,ry Or• Am 29.M02 Masonite International Corporation In,d+luinp pr*Q a moaua impr0•°„tl4 mMa soaacaom, OM;Qn VW 090" ora+UMWO m ChXW wd"MA Mtkg. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing 1 1 COP-WL-MA0106-02 t l• • t• 02-0109.08 Application filed) 1 70.0 IIRMi. NO 1'Singles1 X 2'0" 2'6" 2'8" 2' 10" 3'0" 3'6"' Not Listed Not Listed Arrangement1(tvidth) X0, OX, OXO 2'8" + 1'O" masoniteinternationaltl' COP-WL-MA0108.02 BCCO 02-0109.08 Application Fled) C•Rating 55.0 impactRated NO 2'8" + 17 210" + IT 2'10" + 17 3'0" + 1'0" 37 + 1'2" 17 + 2'8" + 17 COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'D" + 3'0" + 1'O" 17 + 2'10" + 1'2" 17 + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 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-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" + 2'10" TO' + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 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 SCCO protocol PA201. PA202 & PA203. 0 Oakcraff t•1 "1,•.11 , f INI:NC.I.A.ti<RNl'NY 1)OONS Nw4•r.1aMa"" E— 0— o.. . o"... epr A kr comCOMMasoniteInternational Corporalio mump aoaamOfaoauclmaoKmMlmaulsoecaKsons. octgn ana aoaucl Otud Sue" to ehenpe .nroa ndce. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Arrangement1 2'0" 2'6" X 2'8" 2'10" TO" 3'6" ' COP-WL-MA0126-02 t.l• I 02-0109.07 Application Filed) t 1. •1 70.0 NO Not Listed Not Listed X0, OX. OXO Multiples, 2'8" + 17 masonite, COP-WL-MA0128-02 t.l' t 02-0109.07 Application Fled) t•Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1.2" 1'0" + 2'8" + 1'D" 1'0" + 3'0" + 1'D" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 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-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.rmsonile.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. Oakcraff AR EK" 1."r.,n 'lea, •...1 fIM1:NGI.ASS N.TI nOOUS Aar 29.2002 Ow com+ V pWam o1 proaW inprO cm makes VCCftXipns. Oef%pn andproftV peua S001K1 to Ch ve ..imMn mim 1•<I•li•II Iron 0• 10• Masonite International Corporation X Unit Ns• TYP. 1 6' TYP. 6'8" UNIT 810" UNIT 13-15/16' 17.1/8 MAXIMUM ON CENTER TYP. t1'111111111411 i?%6Y1a11 1 1t11111 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSUBHMA 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 88 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of•ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 Apro29.2002 Masonite international Corporationowcom~v orowam o+ orowo . vlo em "ases smdKawm. oetgn aM 0100uo OnaA SUOMI 10 CUNt widow MiCC. XO or OX Unit 3- 6' CL TYP. TYP. TYP. MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDELITE s• TYP. l 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. I 6 per vertical framing member 7 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" t t t t ,t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: • 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 18 and 110 wood screws or 3/16''Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. Ali'd 29 2?02 Masonite International Corpo.aeion or comas. 94: —,o p.Wycl mJ'.tnY.l mytf tYtedd,g4n1. oespn dM YXdn otud woma W cN.ge wd.o d Mice. 0x0 Unit SINGLE DOOR WITH 2 SIDELITES UNIT 8'g' UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t/ t T T I T T 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 iB and i10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSVAF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. Aped 29. 2002 Masonite International Corporation lk ca•"va aarwn a woo..o nra+rnMu noes soecf pan•. otson pa —0o om" sweet eo :r npc .meaty'k"-. oxxo , t111 I Unit DOUBLE DOOR WITH 2 SIDELITES CL TYP. TYP. TYP. 4P I l l l l l l l t l t l l I l 1 TYt I II fl I II II I It Il I 6'8' 13- t f f f f t f f f f f f f f f t UNIT 8'0' UNIT 5/16- 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member • Width of door unit plus 1/2" 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) 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 /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. Aprd 29.2002 Masonite International Corporation , Ow tom+.ag aoaam W madw -010- lwm mean idcdd:rtom. dngn and P'~ dud WNW 10 04Mt .mom nake XX t t , t Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED ARRANGEMENT: i'V- , t::, o P' ti rti' 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 MaJdnlum unit size " 6'0' x 6'8' Design Pressure 52.0/-52.0 United waterunless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition 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: an00 oa an oa as 100 series 133.135 Series 136 series 822 Series 1/2 GLASS: El on as nn na ao as 105 Series 106. 160 Series' 129 Series' 12 RA- 23 RA- 24 RA. 107 Series' 108 Series 30e Series Series' This glass kit nay also be useo in the Iollowing door sMe: Eytorow 5•pand with scroll O ak jaff AR k EK'" r.rr.....1...._ 1'IUCRCLASS L•'HTNI' UUORS Nr.i..wrwNr&-7o .. <.(.J/«r. a • April29.20D2 Masonite International Corporation, 0w CWgn V WWam of orodW myanMe+e makes speed.C31*M. design and VodK1 dew Surj#OreCn^t "arwA ranee XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: aa 404 Series e10 Series 109 Series 114, 120,122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, 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 Oak _raft 1;1U1:a1:1A11 L''N " [M.,I.u[+ D . April 29. 2002 0. eom.w.p aoenm of 0,00u0 mpro eto nukes saNtutbns, eespn and otoellet eeua super to crape w4h" now. PREMDC?e_11 ., Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 COP-WL-MA0143.02 FIBERGLASS DOORS . Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite MaAmum unit size . 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special Itueshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE ]-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-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: 0000 ® a0 00 00 000 00 100 Series 03. 135 Series 136 Series 822 Series 1/2 GLASS: 0 U U U0 00 00 00 00 0o 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA.. 24 R/L 107 Series' 108 Series 304 series Series' This glass in may also be used in the following door style: Eyebrow 5•03nel with scroll Oak raft AR k EK" I..r.....r, r.._ e....U. r- 0.. E..v. noon Aprd29.2002 Masonite International Corporation Ow EpY—: aoa•a.w 0, WOW n.a0+o..ewr n.a.n fpted4a.Owi. atgw !ro aOCK. M, )wqt:. k cave wd .pw r C. XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 q_ 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a 129 Series 200 Series 12R, 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTIA-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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" 11Ill NI:I.A\T C.11'M1 `...I ".\ Mnw. .vNiMa4"(.", Oaw. /" nUYI . ti b L/"I .. Or• r O• Apra29.2002 Masonite International Corporation 0m CO. ~v p001ar1101 0900u0 m01.ft wd hurts soRAkm4ns. dmgn and0r0dW inaa sa,et1 ro cnrrlee . hW rope . Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: o COP-ML-MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 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 am impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY -DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 n0 °4 a0 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' Ttus glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR k EK" ... I-IUCKCLA.i\ LIN1M1' VOOK1 rw rvi..w.A ti.rNufnV,Om. a Aotd29.2002 Masonite International Corporation 0l C mn V pwe.am wl IXW.1r1ly.pverr M 1 AC$ SWCdo l . oeson awe podula deua SuwRel 1. C", .,W u MCC Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: c i as an 404 Series 010 Series 109 Series t 14. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r 1 129 Series 200 Series 12R, 12L 23R. 23L 450 Series 152 Series 149 Series 109 series 120. 122 Series 300 Series 24A. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK'" r.ar..+.l,l... w.•...1 '_. r +. e.l r1U L'RlilAtil LH7'RY U„s)Rb -T.•rMOm.. Apri129. 2002 Masonite International Corporation ow cominoeg program or W OoLoi oroK , masts specil"ons, onion and prodtKI dew sYDrtn r0 ogt . rq"nmuce. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 14 , 0 0 Double Door with 2 Sidelites saaxlmum unit size a 12'0' x 6'8' Design Pressure 52.0/-52.0 Umiied water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or bcal building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: oa ao ao as ao 00 as 100 series 133.135 Series 136 Series 822 Series 1/2 GLASS: na an as as an as 105 Series 106.160 Series' 129 Series' 12 fill. 23 RA- 24 PoL 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door aMe: Eyebrow 5-panel with scroll 0ak-raff AR EK" em 1:111CUCLASS CNTRV OnONS .J...T..e"e fr &.Gvr Doe.. (/J)CC,,IlMn• p w Oe.1:.r O April29.2002 Masonite International Corporation OW COMMV WOe1J1n W WOOun .npee j miln %Wd CA9ft. OMgA JW WOdun on" I to"I . t-.V..n1n0.11 N1te. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na Oo j 404 Series 410 Series 109 series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIOELITE STYLES: 00a = 129 Series 200 Series 12R, 12L 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CC0 PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O_ak.raff AW4 EK" .,.... 1, ;1AAX UNr 1 0-1— ne..•A.r...rwN.. e^dro—, r/1/)• tr April 29.2002 Masonite International Corporation Oil con ..v o.opsm of oroaw .noro cm .i.1 swftseM. oesie" Aw ao&AI etud w tjiml to chuVe "hw rlol(e. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6V x 87 Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or bW buiding 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: Dm as oa 822 Series 1/2 GLASS: a El as 404 Series 108 Series U Oakcraff r_ AR EK" VIIILNCLANS Ln.'I'Ny re+P••• r/.•r t>v.n MasoniteApia29.2002 International Corporation gv Con ,n ,C x10V n on Woeucl inyo+M mAtS SOCOKAOM. eefgn aro OF00W eew .D^t a cnrpe .mnan rope. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 10 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). LA'V W41W"' !14 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraff AR EK" t.alull..t,r.n" PIUL•Mla.\.lX Llcl Nl UrIV 11T t'4-1F. ..Ev Dean a Apid 29. 2002 M a s o n i te International Corporation 0wtomeuOropamorproduanlmoremersmalmtsswascaiora. &signineaoaOnidwwa to ChNve *Ww awct XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0148.02 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 87. Single Door with 1 Sidelite Maximum unit size • 6'0' x 8'0' Design Pressure 40.0/-40.0 United •rater unless specialtMestiold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant reguiremeals lot a specific budding design and geographic location is determined by. ASCE 7•national, state or local building codes specy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 1XIM oa oa 822 Series 1/2 GLASS: xtr , a e04 Series 108 Series M gaffOakraft AR EK'- r.f1 1:..Ir 1.Cn 1 . . • ..1 1 1111:X1:/.A\\ I: v'IM\• nulled\ C.»i.•rn. rywrY"l"-. 0•••• L t// J`/%/_A Aped 29. 2002 Mdsoni le International Corporat Ihr (0M~V MOWSM 011"00 1 .OM0+COIC01 —. n SPWd Mq S. dCsq".M Ma" On'. SWRcl W c"t..O MI<t XO or OX i• It /: t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 series 852 series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" n.l..••w F fs•.• 1'IUL'Nl:LA{\ L'H'1'N\' 1)tIt1KSN[ Nv.TrrNE—NrE.arOaen gZf/%iM :'(..J Ji. •. • n Or• April29.2002 Masonite International Corporation 0111 t .WV WOW— of 0r00W-010re.MM me4ts "p ,kj140s. 0[ilpll Ind MOOOn OtW subwa 10 C"t ++Irool nO16e. . COP-WL-MA0149.02 Glazed Inswing Unit f 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Single Door with 2 Sidelites Maximum unit We - 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requiremems for aspecilic building design and geographic location Is determined by ASCE 7-national. state at 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: 1/2 GLASS: a 00 01 Series as 00 822 Series a 108 Series O akpaff AR k EK'- e..l..,..1, H ULNI:LA\\ C.NTM\',UIIIIM\ .bw.l..snelMel.0 t^-)D.-" April29,2002 Masonite International Corporation pw COIdMUMQ poWam OI plOOun .1'JIO.t111M1 IIWCS smdp,mom. Oesgn and WOeuct Ud weien to CftXVt -rhq A -0-ce. Oxo Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 61 610Series APPROVED SIDELITE STYLES: COP-WL-MA0149-02 8'0" FIBERGLASS DOORS 6- 300 Series a 450 Series 852 Series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'- VIOL'NGLASS ENTRY DUORS N T..-n.d Fft rj -N."r0— Aprb 29. 2002 ow COMav6V prOpam 01 ro" srnwovemNM MJMS SWdcaoons. Onign 3n0 VoduCt Oe1ad S49M 10 COYIQe -410A Matt. Masonite International Corporation OXXO Glazed Inswing Unit 8'0" 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 8'0". Double Door with 2 Sidelites Maidmum unit site . 12'0- rt 87 Design Pressure 40.0/-40.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national• state or local building codes specify, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: DID as 00 822 Series 1/2 GLASS: 0a 00 404 Series 108 Series U O ak raft J. AR 4 EK" n Te <. u. <.1 1'IOL'nOLA1\ L'1<7N 1' U(r11 Y.1 W+h.vNlOwlpu lour Ooen yyt• p Aprd 29. 2002 Masonite International Corporation tM coffl ..V aoaam or aedlln .nao<emem masts ipcdrrtarb . desyn and emdan deal SO 4w to C"Ve -dr 0 a n014e. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 series 300 Series APPROVED SIDELITE STYLES: v- 450 Series 852 series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). QOa "MW47410 State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak maft AR EK" ICI IIL11 (:L •\C1 lM'1'N 1' Il.ln llti .bni..r...rMC1.0 Qv10ew. C,, Apru29.2002 Masonite International Corporation ow a mm" mopao m podun ao+emem mates smaicao . design ma 1"Gow detail ay01K11. C14r10e W~ M'Se XX Glazed Outswing Unit APPROVED ARRANGEMENT. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 is 6'8". Double Door Madmum unit size . 6'0' x 6-8- Design Pressure 55.0/-55.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requlren.ents for a specific building design and geographic location Is determined M ASCE 7-natiorud, 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: an asan nn an Ong nn 100 series 133. 135 Series 136 Series 822 Series 1/ 2 GLASS: nn nn nn nn nn nn 105 series 106. 160 series' 129 Series. 12 RIL 23 RA_ 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak$ gaff AR EK" 1. 111 I:N.:I. A.\\ LI"1'N 1' U•I()N. a.4.vNle..r.,v l.v,pmr. ryy• 0 Ap• id29.2002 Masonite International Corporation W conwv..e wwam at e•aduc.."a.wemem . tl smd"J . dec.p. led puduc, XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: F, rt 0 a0 e 404 Series 410 Series t09 series 114. 120, 122 152 Series 149 Series 300 Series series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK'" I,IUL'Nl l.\SS EN7MS UUUNS bd..vdrM.N"b-,0.. (J()C., f,,,,T a 2f April29.2002 Masonite International Corporation ow comalwM gogtw or aoow iomov m mains SmAcnbm. dov" ma o,00ua OrUa suWa W'", _Vl A W K' XX Glazed Outswing Unit APPROVED ARRANGEMENT: 0' 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site a6'0- x 6'0- Design Pressure 47.0/-47.0 Limited water unfess special Weshola design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as 404 Series 111111 0o ao 622 Series 106 Series 0 O akcraff AR 4 EK' r VIOLNC:LASS LNTMT UUnNS Lbe1 ..wN ler(,•r (+•e. Dee.. Aprd 29. 2002 0. tom.e.ree d.ap.am 01 d.ed,.D ..w.d cm .ruses smdK.N . O.S.G. (W pOduC, M a s o n i t e international Corporation dtUd S10KC1 to C"t wdI ed t 4 25 . STEEL SKIN) 1 4(24 GA- STEEL SKIN) ACRYLICE• Y IC ANAAA9( 1 SECTIONssa BCLASS OR s- B I C 3 A INTIDIMEDIATE SIM FOR It WOE DOOR. Y, III 1" III"k ,III III"k "kIIIIIIkk kk I ceOPIICIAL vE(R A ` OPRONAL OUTSIDE KEYS) LOCK POST ON MAx. DOOR WIDTH _ 11r-o' EJSBE3ulA0@6 GTE I. 1 O I/O SCEWS ON 19 CEXTFAS 1 OA MINE DOORS uP ro ry V DONSKT or 1) SECDWes (yp N) FRONT FRAME WITH U.V. HM9ER RDQUSt . LAO SCREWS MAY BE COUNTERSUNK DOORSovERr-0IeCII CONShT Or < SECIIOM9 (IbT AIDiNI). COMM D U( NOT NDUIED) TO PROVIDE A Ry91 MOUNTING PxWACE. CDR CHM AMOS DO NOT TRAMI9TA LOAD. I,= oT+TRCPl e 5a1Er UC urt SECTIONLi 2 1 1 REVISIONS DATE: ECN NO. APPVD: DESCRIPTION 11/ 00 - MWW OTY (I) WAS (2) FOR TRACK BOLT HORIZONTTRACK SIPPORY cry 20 GA. MIN. D . E STIESATTACHED TODOOR DOOR 015CILEE (rO 9/0 SON WITH PAID= MG -HOC SYSTEM TOP. DOTIOM t cowrER} g u u rxv. sTEn nAc arAaEr. 3) rASIEED To w JAM@ N1H a) s/rotiI-s/s' wow uc so¢rs. LISTEDLOW HCADROO MM ISAS AM OPTION V" q DDDR 2• ckv. SIM MOM. 1.• WL TRACK THMIOOESS Ow MYTH SIDES) POINTTWO ran (.) TRACKeRAnmsPER90LMuw TOP BRACKET HORIZONTAL a• . 20 a u-BARS. llYl , TRACK U-BARS N A 2-1-2-1 Q= PATTERN (LE. TWO U-6MB ON BOROM SENIOR NE Ou- BARSON Mar sELTIaIL ur-) /IbO/ B' SHEET METAL SCREWS 0 SELF 9CRE VS NAaED NNOFS Inn NTmINDMTr NPKS A I >7 r sTTr MOAREM ar 000R INSTALLER (TO SUM 2.0 YELLOW PIE IAMB `20 a MN.. STEEL Do SRE 20 a rxv. STEEL . STILE 23 G Mw. STEEL UTE RETAINER /B•a(.• PAN FAO SCREW ag eRAa¢Ts'iASiEEn D'o0o' e-/ SIm1 COVED NTH MIN Mx (10 SCEWS vFR LIID N Ano10Ia LN it (C-90 W1TH ONE S/11111-0/B• uOSCLEW h1WANLVMG LW® -ON PRIMER. OR 21 C[MIEB (:WORLD P9 MN. WMCETQ CI PER IRACI LRACO.T. TTOOPACOAT TO BOTH SNAP uTCN ErJLis s•w. i} .ASErtRSOM 7 1 (:WOOD r/IASTEEn (aEE PER ROLLECfb. ROUND R) IBurxv. srm cones wIOE j NOES Or Pot 90/. 12 CA.LLS CALVBRACSSTEELT0 ONTO UT EOM 9EEVEAHCIOnS. 1 OD. MN. WASHER N'OUQD 2. OALV. SIMTRACK FASTENED ro 1. u 01Lv. $I RQ1ER Hp r ro VIER STRE9 M(.) BRKIQT ATTIO,(p ./(•) WI SIDE Or 000R NTH TAPCCti ANCHORS MAY BE COUNTERSUNK 12 Cl CALv. STET TRACK BRACKETS. r I . ENDY[5fTI4L6 9-JN /(.) /1. B 9EETMETIL 9pEY3. Ild/B' SNEET METAL IMTER. STELE „gp,O NO ,) , To PROVIDE wIUr ` / SEi• !JO WIN ONTRACK E / 8'' BOLT T {) - ! - UPPW SCEYS PER END /NEE SNP LAP Jmrs. TRANSFER ROD. rn TWO 1/4• ETA. RIVETS. ff- f7) aulmE KEYED GA. GALV. STEEL HANDLE Eo DID Y DIA SHORT -SICK Io BALL STEEL ROVER. IpD STIE PLE (yD MOM WESTFRime. P.E FASTENED TO oD MER• PREPARATION o< JA1EN A/ enETs SECTION [-c ROMA P.E. IMt95 PEES W/(.) 1L.5/S• I190E NNIOLE P WOW CAROUTA PE /23e32 SHEET METAL a' TALL ALVU- BARS JI PI SCREWS. SELF OUTSIDELOCK IDCX BAR 20 a YIELD S PET TAPPING SCREWS. sNAP NArd ,rvx OPTION N DESIGN LOADS: +24.0 PSF & -24.5 PSF 1DL YEID STREIGM: so K9OUTSIDEEACHSCKM9 THE OTHE DESIGNOFTHESUPPORTINGSTRUCTURALE1DIEfTSTESTLOADS: +36.0 PSF & -37.0 PSF 11 a• I_ a• TALL . 20 u CALv. STEEL U-BARS ENO SLIDE BOLT ' Or DOOR RECORD FOR THE BUILDING OR PRUcTWE ALD N ACCOTDWCE N A 2-1-2- 1 PATTERNO.E. TWO U-BARS STILE LOG( E)riACES WITH CNSNT BLXLWC CODES MR NNE LOADS LLSTED ON ,iWNAAL gyNq AAC Tn.a N AY[ ON BOTTOM SECIIONI. 0i'u- Bw ON NEXT -0 vURIGL tHf6 ORA.Nc. WPI A wI>m Tu p0oaa PART NO.: - T SECTION ETC EACH U- B.41 ATTACED TRACX ONE NOTICE' . WITH 1 M'.a !• ON TAPPalc SCREWS LOCK ON raae.d.VN.Pw.T 1xA...r1.N LAC... R'AN 'ES — 312 DRIRA SLSub 202 PLR s EAOI SEE • aoPAvBUEDAcNIODsTsmTOLERANCES ,n IDEAL OF CrldrMla6 OH 43202 M m. mAr ,...1...A •° I• .N Td IIr< I-I}381-41pB DOOR. r sw..i -.Axslr, .0 - t.03 ELEa IOC CODAEL I. ND. 1-513-752-3519 5EE1TON A -A 190E vREW1 NOLT .+INK eN N. L Fes r • - ' t•013 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD Ia a DAWI PEEL 9DTMM14. 5/a BRACKET. •..+:b ,.. ...E wAF .000 - t.001 DRAWN BY: 8MM DATE: 4 18 00 SCALE: NTS Yam rEw I.a/I• sH¢r METAL 971M5. Z D! °i"'"" oeq t. /T / / DWG. R AUAINUM rely - t 1 CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE L Third a I. SITItd OINa.b. Pf jl tian DOMEn9 mARENPoc& DWG. NO.: 102138 REV. NO. 1 4 3 2 1 SURD1K DIV. C 0 A MODEL: 6RST MODEL: 4RST 25 GA. STEEL 24 GA. STEEL SKIN) SKIN) LISTEDOPTIONALOWCLASSOR 1 ' ACRYLIC UTES AVAILABLEaSECTIONB-B) ATTACHED W[ 1) INTERMEDIATE STILE TOG (7pp 20 GA MIN ENO STILES ATTACHED TO DOORLILACX80SKINWITHPATENTEDTOGSYSTEM mANDURETIfANEADHESIVE (ALONG r• ••'A OP. BOTTOM k CENTER). O REPORT#9606C I 25 GA MIN.. GALV./ a POSITIONS STEEL SKIN COATED WITH A BAKED -ON PRWER. TWO POINT LOCKING III III A BAKED -ON POLYESTER TOP COATBOTH TOPAPPLIEDOLISTEEL CC ONE 3' TALL : lI 20 GA U-BAR (50 KSI) PER DOOR SECTION. END STILESLIDE BOLT LOCK ENGAGES MID VERTICAL TRACK. ONE TION OF 9*— O' PTIONAL OUTSIDE KEYED PosrrroN LOCK ON EACH SIDE DOORMAT. ODOR WIDTH N O 14x5/8' SHEET METAL SCREWS INSIDE SLIDE 90L7 I = OPTION NOTE 1. DOORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). L REVISIONS D: DESCRIPTION OTY ( 1) WAS (2) FOR TRACK BOLT r TH" 3' TALL U-BAR 20 GA GALV. STEEL LV G. STEEL LOP ROl1fR BSltACKET ATEACH. EACH LO11r SHEET METAL P W JOeHR v Qs14 G GALV. STEEL END HINGE. EACH FASTE1® TO OD class //( 4) 14a RETM SFtF 1• UPPING TAPPVHGSC3TIS' SO sHORIZONTAL TRACK DOOR ONSTAU 13 GA GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16'xl-5/8' WOOD LAG SCREWS. SM DOUBLE TRACK . TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION ma- 01. 2' GALV. STEEL TRAGIC. MIN. TRACK THICKHESS:.060' 3• TALL x 20 CA GALV. • TYP. 2-1/2'x 12 GA GALV. STEEL TRACK BRACKET. STEEL U AR ONE u-w z (4) TRACK BRACKETS PER SIDE PER SECTION. EA04 U-BAR ATTACHED W' IMM trO 1/4•./4• sEts IAwHNO o LNR Tk P ACKET soaEwsPEAsnLeLaanoNTRACDOUBLE HORIZONTALFRONT FRAME WITH U.V. \ COATING ON OUTSIDE SURFACE DOURLE_B BUILDINGS) lf 7 IJ G CALV. STEEL 80ROYATUCHED LOW HEADROOMOPTION01/ 4• x3d4• SELF 0 712F. 4 NAGSCREWS ON 24 CENTERS. 1' 0.0. MIN. 11H . S,T METAL , n n OPTIONAL 10 SCR TAPPIN SCREWS. WASHER REQUIRED. NAG SCREWS MAY BE COUNTERSUNK Au IINUM Ex1RUSM 558 CLASS OR WINDOW RITE 14 CA. END HINtS 18 GA INTERMEDIATE HINGE BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING a Vwm IIEUHQtSTRP. 1/8' ACRYIK LITE SECTION B- B SURFACE HOR2014TALJAMBSDONOTTRANSFERLOAD. VIEW * STOPMOULDING BY DOOR INSTALLER (TO 2x8 YELLOW PINE JANB r20 GEL MIN. GALV. STEEL END STILE SUIT) 12 CA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'xt-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 1/4-6/8- BOLT do NUT OR TWO 1 /4' DIA RIVETS. 20 GA GALV. STEEL INTER. SECTION A - A SIDE VIEW) 8x3/4' PAN HEAD SCREW ATTACHMENT (C- 90 SIOCK OR VERTICAL JASTILE10SCREWSPERIJTE) END 2 PSI IMB CONCRETE COLUMN • MOLDED INSIDE 14 GA. GALV. STEEL ROLLER HINGE$$ FASTENED TO END STILES EACH W/(4) t14x5 8' SHEET METAL SCREWS HIfNNbD 4) I4'x3/4' SELF TAPPING SCREWS PER ENO HINGE 1-2" DIA SHORT STEM. 10 BALL STEEL ROLLER NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUDDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD P . WITH CURRENTBUILDINGCODESFORTHELOADSLISTEDONFLORIDAP.E. /48495 i THIS DRAWLING. NORTH CAROLINA P.E. /23832 4 1 3 INSIDE HANDLE Ol/TS1DE KEYED LO(7K DESIGN LOADS: +25.0 P.S.F. h-32.0 P.9F. LAT mc O ON TEST LDS: +375 P.S.F. h -48.0 P.S.F. aKAAA"x PART NO.: - TOO saw oD,.. w TOLERANCES L... a~ . 0 - t.03 ew b aay.A ram.. b .00 t.015 Or+ seo. q b .000 . t.005 Oj Third M a ° Degrees . tI/ T Projection 4 - oU.J.- SWiar —1 c DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BUM DATE: 4/18/00 SCALE: NTS DWG. CHECKED BY: MWW DATE: 4/18/00 SHEEP 1 OF t SiZE B DWG. NO.: 102137 1 REV. NO. I . 7 #%ffb A Wlv-r l a}aa 4,HTlf —.1.1 e WKIm'sug ww, J-1a 1 Dlj J.JJj IV.tg Vu V. IFC m A FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: ?y)o P<t-`` -''T Permitting Office: City, State: `(1 L a Permit Number: Owner: 1. Q .tp Jurisdiction Number: Climate Zone: Central l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr3. Number of units, if multi -family I _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1967 ftz c. N/A 7. Glass area & type a. O.car - single pane 222.0 ft2 _ 13. heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 42.0 kBtu/hrc. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 flz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) R _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallonsa. -Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft' _ 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, 2005.0 W _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 7K DATE: 03- OZ hereby certify that this building, as designed, is in ompliance with the Flori a Energy Code. OWNER/AGENT: I UL/ ,( DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 0F THE STgTO n EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 40014.6 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 40014.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13503.4 37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@)/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 0.28 550.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8694.0 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 4147.0 5224.7 0.6274 3278.0 8694.0 1.00 1.250 0.402 0.950 4147.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points F15946 3278 10256 29480 1 13503 4147 10495 28145 PASS IVOF SHE STqo Q fniti EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 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/sq.ft. window area; .5 cfm/sq.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 corners; 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 orjoint 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 I Air barrier on perimeter of floor cavi between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 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 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 It ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. I. 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 I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane ft0.0 ' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ t a. Concrete, Int hsul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=1 1.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft' d. N/A c. Conservation credits e. N/A FIR -Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2005.0 11' _ 15. ItVAC 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: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizonc 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) OF fM ST4rFinthishomebeforefinalinspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 4'n Address of New Home: ,oY i E.EI( CP (T City/FL Zip: SA,kl r02P F L 3a.-J-}a Owr' NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarT"'designation), t your home may qualifyfor energy efficiency mortgage (EEA4) incentives fyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EncrgyGauge® (Version: FLRCSB v3.2) 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY y I Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: Notes: D.R.HORTON Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 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 1383 cfm 0.041 cfm/Btuh Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Bolditalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh 82 % wrightsoft Right -Suite Residential*" 5.0.64 RSR26016 2002-Feb-28 18:59:12 fit\ E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 3. Summer infiltration HTM 2081 Btuh / 260 ft2 F Summer TD = 2081 Btuh Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 105 cfm = 3100 Btuh vroceaure u - tquipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghltsoft Right -Suite Residertial'" 5.0.64 RSR26016 2002-Feb-28 18:59:12 4C)Ck E:1Files\DR HORTON 2002\1965XI965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11 /16/98 MANUAL J: tin to. 1 Name of room Entire House LIVING LAUNDRY MBTH 2 Length of exposed wall 202.0 ft 54.0 It 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 It 10.0 x 6.0 ft 9.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Cig ft2) Htg I Clg ft') Htg I Clg h2) Htg Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 fj 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 100 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 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 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 3056 10% 805 10°/ 133 10 o/c 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People Q 300 5 1500 0 0 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 22195 4644 1129 417 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 2219 10°/ 464 10°/ 113 10% 42 19 Total RSH gain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 20 Air required (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtrght5ol t Right -Suite Residerdial- S.0.64 RSR26016 2002-Feb-28 18:59:12 E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET0' Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th Ed. 1 Name of room MBR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg I Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 01 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 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 2.2 238 404 530 154 261 343 168 285 374 121 205 269 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 33 855 0 11 285 0 26 674 0 11 285 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 28.5 8.0 32 911 256 16 455 128 16 455 128 16 4551 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10°/ 423 10% 192 10% 289 10% 187 15 Total loss = 13+14 4658 2117 3179 2056 16 Int. gains: People Q 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 2711 1250 1601 1250 Less external cooling 0 0 0 0 Less transfer 0 0 0 18 Duct gain 10% 271 10% 125 10°/ 160 10°/ 125 19 Total RSH gain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 20 Air required (cfm) 192 169 87 78 131 100 851 78 Plintout certified by ACCA to meet all requirements of Manual J 7th Ed. w ght50TC Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACCA E:\Files\DR HORTON 2002\1 965\1965.rsr Page 2 RIGHT-J WORKSHEET0, Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 MANUAL J: /lh Ed. 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 It 18.0 It 0.0 it 3 Room dimensions 15.0 x 19.0 it 18.0 x 17.0 ft 12.0 x 9.0 It 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 it heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft') Htg I Clg ft') Htg Clg ft') Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0•"' fj 0.0 0 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b OD 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8..+11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 1 1 °/ 366 100/ 18 15 Total loss = 13+14 6423 4022 201 16 Int. gains: People Q 300 4 1200 0 0 0 0 Appl. Qd 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 5127 3826 240 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 10°/ 513 100/ 383 10°/ 24 o/c 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 20 Air required (cfm) 264 320 165 238 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential" 5.0.64 RSR26016 2002-Feb-28 18:59:12 AC-(:',k E:\Files\DR HORTON 2002\1965\1965.rsr Page 3 4 RIGHT-J WINDOW DATA IF DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wrjghtsoft Right -Suite Residential'" 5.0.64 RSR26016 2002-Feb-28 18:59:12 G{ E:\Files0R HORTON 2002\1965N1965.rsr Page 1 O '1 ID NIw bI1lH ke BViS O/V avx2b im LFI Q c-F D BUILDER: D.R. H RT N i PLAN : 1965 LOT SUBDIVISION DATE: DRAWN BY: C,F RT1N REVISIONS Pel Air DATE BY Heahmq, Air ConJil:iaiino 2.2 8.0 2 V J S 109 Contmcrce Strut Suite 1101 Lake Mary Fl. 5Z"r'•ic-6'; I'Ixw-: 0"7 Fi 51 Z66 M11 MiTeke MiTek Industries Inc. 14W North Ouler Forty Drive, Suile 300 ChesleMeld, MO 63017 USA Apri 117, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4673734 thru I4673754. Total : 21 drawings. Job :DR 1965E Builder D.R. HORTON Location :BAKERS CROSSING, LOT /od County :SEM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. A - , April 17, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 14673734 1,"\DR1965F\a1l.tre" 14673735 2,"\DR1965F\a13.tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,"\DR!1965F\a2.tre" 14673740 7,"\DR1965F\a7.tre" 14673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\ag1,tre" 14673743 10,"\DR1965F\ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR1965F\j.tre" 14673748 15,"\DR1965F\j1.tre" 14673749 16,"\DR1965F\k.tre" 14673750 17,"\DR1965F\1.tre" 14673751 18,"\DR1965F\m.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,"\DR1965F\s1.tre" 14673754 No. 4.5161 STATE OF tt April 1, 2003 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. eiiiiiii i e Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST -BB Quality Standard, DSB-BO Bracing Specification, and HIS-01 M iTe k® Handling Installlna and Bracing Recommendation available from Truss Platete Institute, 593 D'OnoDrive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2 other. 0 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O 0 oZnC6Q joint and embed fully. Avoid knots and wane at joint locations. plates I/8" from outside edge of a truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromcepanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 11 continuous lateral bracing. 4 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur. mi! MiTek® 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 instcliation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. FORM018,019 W. - Job I russType ty y 14673734 DR1965F A ROOF TRUSS 16 1 Job Reference (optional) s FebI e n ustries, Inc. Mon Mar age 7-1.3 13-6-10 20-M 26-5-6 32-10-13 40-0-0 41-0-p17-0-0 i 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1.0.0 Scale = 1:68.6 5.00 ri2 5x6 = 5 1 5x6 5- 5x6 4 6 2x4 O 2x4 Xi 3 7 2 B 9 yy 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 10-3-14 20-0411 29-8-2 F 40-0-0 1i1 10-3-14 9-8-2 9-8.2 10-3.14 Plate Offsets -8 , LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0.8-0, 8 = 1951 /0-8-0 Max Horz 2=-190(load case 5) Max Uplift 2 = -809(load case 4), 8=-809(load case 5) FORCES (lb) • First Load Case Only TOP CHORD 1-2 =14, 2-3=-3714, 3-4 =-3345, 4-5 =-2354, 5-6 =-2354, 6-7 =-3345, 7-8=-3714, 8-9 = 14 BOT CHORD 2-14 = 3396, 13-14 = 2826, 12-13 = 2826, 1 1-12 = 2826, 10-1 1 = 2826, 8-10 = 3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASES) Standard Junaidie Budiman, Lic.J/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. N6634 Q WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and ptopet Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery. erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and Will-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onottlo Drive. Madison, WI53719. MiTek® Symbols Numbering System General 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 each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates from outside edge of O a ° at joint locations. dtrussand vertical web. a 4. Unless otherwise noted, locate chordsplices o at I/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 refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FA RTHEST TO TH E LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuouslateralbracing. 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. 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, t 0 PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 M.ANG-NAIL ® //YDR0.A/R0 or Job russ russ type ty y R R6RT 14673735 DR1965F A11 ROOF TRUSS 1 1 Job Reference to tional) sFebr e Industries, nc. on ar age 59-14 11-0-0 17-0-0 23-0-0 1 29-0.0 1 34-2-2 1 40-0-0 q1 - L,-? 11:L4 1 1 1 1-0-0 59-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale = 1:69.8 I 5x6 = 5x6 = 5x6 = 3x4 = 5.00 Fi2 4 5 6 7 2x4 2x4 3 8 0 2 9 1 10 yy10 3x8 = 15 14 13 12 11 3x8 = 4x6 = 3x4 = 3x6 = 3x8 = 3x8 = 11-0-0 20-0-0 29-0-0 1 40.0.0 i 1 1 1-0-0 9-0.0 9-" 11-" Plate Offsets 5:0-3-0,0-3-01, [7:0-3-0,0-2-41, 19:0-4-20=1-81-f1-4:0-3- , e LOADING (psf) SPACING 2-0-0 CSI DEFL in (10C) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0.8-0, 9 = 1951 /0-8-0 Max Horz 2 = 1 14(load case 4) Max Uplift2 = -763(load case 2), 9=-763(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6.11 =-854, 7-11 =872, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 i 1 MiTek Industies. Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. N6634 r rti A WARNING - VerVy design and READ NOTES ONTBIS AND REVERSE SIDE BEFORE USE. paransetern Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual builing component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsibillty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/11 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at eachQ"'*F'or 4 x 2 orientation, locate i U ccjoint and embed fully. Avoid knots and wane lates I/s"from outside edge of a O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesPI/ 4ceC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Nii MiTeke M TM PANEL CLIP' 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 1. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016.019 HMRO,A/R Job russ Truss type ty y 14673736 DR1965F A13 ROOF TRUSS 1 1 Job Reference to tionall sFebUTOT I e industries, nc. on Mar age 6.9.14 13-M 17-8-0 22.4-0 27-0-0 I 33-2-2 40-0-011-0 I 1-" 6-9-14 6-2-2 4-a-0 4-8-0 4-8-0 6-2.2 6-9.14 1-" Scale = 1:69.8 5x6 = 2x4 11 3x4 = 5x6 = 4 5 6 7 5.00 Fi2 2x4 \\ 2x4 3 8 d 2 9 1 10 — dd to 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 3x4 = 9-1-14 17.8-0 22-4-0 30.10.2 1 40-0-0i 9-1-14 8-6-2 4-8-0 8.6-2 9-1-14 Plate Offsets -4-2-0--81-- W - -dam0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14.16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 201 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 131(load case 4) Max Uplift 2 = -735(load case 4), 9=-735(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6.7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 SOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13.14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 i1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. p6634 dr AWARWNO - V*,Vy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design porameters and proper Incorporatlon of component Is iesponslblllty of building designer - not truss designer. Bracing shown is for loteral support of Individual web members only. Additional temporary bracing to Insure stability during constiuctlon is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delNery, erectlon and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 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 eachc2c other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPat1/4 length(+ 6" fromcapanel 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PA erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPNEL FORM018, 019 HMRO-AIR 0 Y Job Truss Truss Type Qty Ply D R HORTON 14673737 DR1965F A15 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1 7.9-14 15-041 20-0-0 250-0 1 32-2-2 40-0-0 #0-p11.0 1 1.0.0 7.9-14 7-2.2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 scab • 1,66,5 54 = 2.411 54 = 5.00 r12 a 5 6 fl 5.8 5A b 2 6 91dayyd1 3.8= 14 13 12 11 10 3.6= 3.4 = 34 = US 36 = 30 10-3-14 20-0-0 29.8-2 40-0-0 10-3-14 9-8-2 9-8-2 10.3.14 Plate Offsets X Y : [2:0-4-2 0-1-8], [3:0-3-00-3-01, [4:0-3-00-2-4] [6:0-3-0,0-2-41 [7:0-3-0,0-3-01, [8:04--2,0-1-8] LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0. 0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP NoA D BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=1951/0-8-0, 8=1951/0-8-0 MaxHorz2= 148(load case 4) Max Uplift2=- 759(load case 4), 8=-759(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-6=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3- 14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 pmwpwmyw iiiiiiiiiiiiii A WARNING - Vo jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. seiiissew e Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-68 Quality Standard, OSS-89 Bracing Specification, and NIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onottlo Drive, Madison. WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0110, t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. a:3. WEBSMC6 Place plates on each face of truss at each For 4 x 2 orientation, locate o O joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U a truss at joint locations. and vertical web. o a4. Unless otherwise noted, locate chord splices1/4ceoat panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MiTeke CD TM PANEL CLIP' 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.01C OD HMPO-AIR@ j. 1W o rus Truss Type ty y 14673738 DR1965F A17 ROOF TRUSS 1 1 Job Reference (optional) s Feb 19 003 Mi Fek Industries, Inc. - -on Mar age 8-1.3 11-6-10 17-M 23.0-0 28.5.6 33-10-13 I 40-0-0 q 0-011-0 i { 1-0-0 6-1.3 5-" 5-5-6 6-0-0 5-5-6 5-5-6 6-1.3 1-0-0 Scale = 1:69.8 5x6 = 5x8 = 5.00 12 5 6 3x4 - 3x4 4 7 5x6 i 5x6 3 8 r' 2 9 1 101a 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 8-4-11 17-" 23-0-0 31.7-5 40-0-0 8-4-11 8.7-5 6-" B-7-5 8-4-11 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2 = 165(load case 4) Max Uplift2=-781(load case 4), 9=-781(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9.11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCOL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies. Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. J/6634 rti A WARNING - VerVy design and READ NOTES ONTms AND REVER.SL S[DE BEFORE USE. parameters Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and boded vetticalN• Applicability of design parameters and ptoper Incoiporation of component is iesponslblllty of bullddng designer _ not truss deslgnet. Btacing shown is tot latetal support of Individual web members only. Additional tempoiary btacing to Insure stability luting construction is the tesponsibillty of the erector. Additional petmonent bracing of the ovetall structure is the responsibility of the building deslgnet. Fot genetal guidance tegarding fabtkatbn, quality control, stotage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and HIG-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 593 D'Onoftlo DtNe, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 ]/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a"4: For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c1 c 0 WEBS IJCrOQaOcec? BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Mi! WWI PANEL TM CLIP ' FORM016,019 HMA70- i W General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job rruss Truss Type ty y 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference (0 t101 sFebI e Industries, nc. on ar age 1.1:m 6-9-3 12.10-10 19-M 21-" 1 27.1.6 1 33-2.13 1 40-0-0 qt-O-Q11 1-0-0 6-9-3 6-1.6 6-1.6 2-0-0 6.1-6 6-1.6 6-9-3 1-" Scale = 1:71.2 5x6 = 5x6 = 5.00 F12 5 6 3x4 3x4 4 7 5x6 i 5x6 M 3 8 m 2 9 1 10 iy 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9-9-14 19-0-0 2110-01 30.2.2 1 40-0-0 9-9-14 9-2-2 2." 9.2.2 9.9-14 Plate Offsets :0-3-0- - LOADING (psf) SPACING 2-0-0 CSI DEFL in Tod I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7.13 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 182(load case 4) Max Uplift2=-801(load case 4), 9=-801(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6.13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCOL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic.M451 MiTek Industies, Inc. 14515 North Outer Forty Or Suite 300 Chesterfield, MO, 63017 Cert. M6634 l r AWARNZNO - Ver{fy design parameters and READ NOTES ON TffiS AND REVERSE SIDE BEFORE USE. IN ( 0) Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance MiTek® regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 593 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0110, 1'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 11 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczc3 other. 0 WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i „ , ; , ; Q joint and embed fully. Avoid knots and wane plates/8" from outside edge of o_ d at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesPatI/4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 JB 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. 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 T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019 HMRO,AIR® 1. Job russ I russ I ype ty y 14673740 DR1965F A2 ROOF TRUSS 2 1 Job Reference toptional) — s Feb 19 2003 mi rek Industries, Inc. Mon Mar age 7.4-14 14-2-0 20-M 23-0-0 1 28-5-6 1 33-10-13 1 40-0-01.1:4 i 1 1-0-0 7-4-14 6.9-2 5.10-0 3-0-0 5.5.6 55.6 6-1-3 1-0-0 Scale = 1:69.8 l 5x8 = 5.00 F12 5 4x61 6 2x4 11 4 3x4 7 5x6 5x6 3 6x8= 165x12= 1 8 6x6 = 990 2 9 1 iota 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 11 2x4 11 5x8 = 2x4 II 7-4-14 14-2-0 20-6-0 23-" 28-5-6 33.10.13 40-" i i i + 7.4-14 6-9-2 6-4-0 2-6-0 5-5-6 55-6 6-1-3 Plate Offsets - -OT-[5:0- ,6--3- - . -2-12,0-3-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 VertITL -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8.0, 16 = 2456/0-4-0, 9 = 719/0-8.0 Max Horz 2 = 190(load case 4) Max Uplift2 = -395(load case 4), 16=-829(load case 4), 9=-490(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9=877(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 = 1791, 6-7 = 1387, 7-8 =-223, 8-9 =-839, 9-10 =14 BOT CHORD 2-19=765, 18.19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=-0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 18ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.1/6634 A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 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 tnstalled and loaded verticolly. Applicability of design parameters and ptopet Incorporatlan of component is responsibility of building deslgnet - not Muss designer. Btocing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insute stability duting consttuctlan is the tesponsibiiily of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Fot general guidance tegarding tabrlcatlan, quality control- storage, delivety, erection and bracing, consult OST-88 Oual"y Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlna and Bracing Recommendation available ltom Truss Rate Institute, $83 D'Onofrla DtNe, Madison. W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Wl 0 rt O For 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM016,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N Im! 0 MiTek• OfMRO-A/R 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. TM PANEL CLIP' 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ 11russ type ty Ily 0 DR1965F A7 ROOF TRUSS 1 2 14673741 Job Reference (o tio_nal) s Feb 19 20 3 Mi Fek Industries, Inc.. on ar 2 2003 Page 1-04 3-9-14 7.0.0 13-6-14 20-0-0 1 26-5-2 33-" 36-2-2 40-0-0 11-0-0111r 1-0-0 3-9-14 3.2-2 6-6-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0-0 Scale = 1:69.8 6x8 = 6x8 = 5.00 Fl2 4x6 = 7x8 = 4x6 = 4 5 6 7 8 2x4 2x4 3 9 1012 1t — 1g 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = Sx6 = 3x4 = 7-" 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 4-5-9 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except' 13-15 2 X 4 SYP No. 1D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=3875/0-8-0, 10=3875/0-8-0 Max Horz 2=-79(load case 5) Max Uplift 2 = -2028(load case 2), 10 = -2028(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3.4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10- 11 =29 BOT CHORD 2-16= 7514, 15-16=8058, 14-15=12490, 13-14=12490, 12-13=8058, 10-12=7514 WEBS 3.16=562, 4-16=599, 4- 15=4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8.13=4848, 8-12=599, 9-12= 562 NOTES 1) 2-ply truss to be connected together with 1Od Common(.148"x3') Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h= 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. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6 Girder carries hip end with 7-0- 0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.2Ib down and 383.9Ib up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-8=-154. 2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Junaidie Budiman, Lic.N451 1 Concentrated Loads Vert: 16=-603.2 12=-603.2 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.p6634 11 A WARNING - Ver{fy design parameters and READ NOTES ON TITS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support at Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onoftlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1314 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 8 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR on 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MiTeko 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP - 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 NMRO,A/R Job russ Truss Type ty y 14673742 DR1965F A9 ROOF TRUSS 1 1 Job Reference (optional) onal) Inc. on Mar 2003— agesFebtonustries_ i -0-q 4.9-14 9-0-0 14-0-0 20-0-0 I 25-6-0 1 31.0-0 35-2-2 I 40-0-0 i1-04' I 1-0-0 4-9-14 4-2-2 5-6-0 5.6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 Scale = 1:69.8 5x6 = 5x6 = 3x4 = 5x6 = 3x4 = 5.00 Fl2 4 5 6 7 6 2x4 2x4 3 9 0 2 10 I 11dZnZ:NZX I d 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 4x6 = 3x4 = 3x4 = 4x6 = 3x8 = 9.0-0 16-4-0 23.8-0 31.0.0 40-" 9-0-0 7-4-0 7-4-0 7-4-0 9-0.0 Plate Offsets =d-2- — ,06 - e LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4.15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2=96(load case 4) Max Uplift 2 = -791 (load case 2), 10=-791(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4.17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic.1f451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. N6634 rr A WARNING - VerVy design and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. esosoni® parameters Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Indtvldual web members only. Additional temporary bracing to Insure stablllty during construction is the tesponslblllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation ovalldble from Truss Plate Institute. 583 D'Onof to Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i s '' Q o_ joint and embed fully. Avoid knots and wane from outside edge of 0 y at joint locations. truss anddtrussa vertical web. 0 a 4. Unless otherwise noted, locate chordsplices I/ 4 uC, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating formal refer to the MtTek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/ DILHR 870040-N, 930013-N, 910080-N Mi! MiTeko TM PANEL CLIP FORM018. 019 MYDRD AFR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype ty y 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference (o tional) s e I e Industries, nc. on Mar age i1.O.4 7-6-0 14-9-0 20-0-0 1 23.0-0 1 28-5-6 1 33-10-13 I 40-0-0 q :2 q 1-0-0 7-6-0 7-3-0 5.3-0 3-0-0 5-5-6 5-5-6 6-1.3 1-0-0 Scale = 1:69.8 A 5x6 = 5.00 F12 5 4x6 6 4 3x4 7 5x8 % 5x63II 3 7 16 5x1 =15 8 7 1 = 4x6 = 4 0 2 h 3 11 9 Vq19101d5x8 = 3x6 ::Z: 18 14 13 12 11 3x6 = 2.50 12 5x8 = 7-6-0 14-5-12 1419-0 20-4-0 23-" 28-5-6 33-10.13 1 40-0-011 1 7-6-0 6-11-12 0-3-4 5-7-0 2-8-0 5-5.6 5-5-6 6-1-3 Plate Offsets - -01-[9: ,117:0-2-12,0-5-01 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16 = 1743/0.8-0, 9 = 872/0-8-0 Max Horz 2 = 190(load case 4) Max Uplift2 = -363(load case 4), 18=-407(load case 4), 16=-537(load case 5), 9=-502(load case 5) Max Grav 2 = 733(load case 6), 18 = 829(load case 6), 16=1743(load case 1), 9 = 880(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15=630, 13-14=0, 12-13=0, 1 1-12 = 1106, 9-11 = 1110 WEBS 3-19=-180, 17-19=1311, 3.17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8-12=-607, 8-11 =112, 17-18=-535, 4-17=-449, 5.17=302 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCOL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 51 Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. ry6634 AWARNING - Vartfy design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblllty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fobr{cation, quality control, storage, delivery, erection and bracing. consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 Handling Inslalllnq and Bracing Recommendation avollable from Truss date Institute, 5a3 D'Onofrio Drive, Madison, WI53710. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 11/4 * 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 eachc2c other, Q 0 WEBSbcAf. 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 6 , ; Q o joint and embed fully. Avoid knots and wane plates /a" from outside edge of 0. 0 at joint locations, truss and vertical web. o 4. Unless otherwise noted, locate chordsplices at 1/4 len th 6 fromC panel adjacent oint, 9 (+ 1 joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility of truss fabricator. GeneralPtY 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 slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. M 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 HMPO,AZR ® 0 f Job rus Truss Type ty y 14673744 DR1965F AG2 ROOF TRUSS 1 1 Job Reference toptional) s Feb 19 2003 Mi rek Industries, Inc. Mon Mar age 14-9-0 16-7-3 1 22-" 23-0-0 1-0-0 7-" 7-3-0 1.10-3 5-4-13 1-0.0 4x8 II Scale = 1:45.1 6 2x4 11 2x4 II 5 7 8 VV^ jb5x8 2x4 II 2x4 II 2x4 II 3x4 = 3x10 11 345.00 12 II 8)1, = 2x4 11 x I II 0 2 ;1 a{ 1 2x4 11 5 8= 2x4 112x4II 2x4 I I 3x4 10 2.50rl2 2x4 II 22-0-0 7-0-0 i 14.6.12 140-0 20-4-0 20-40_1 7.6-0 7-0.12 0-2-4 5.7-0 0-4-0 1-4-0 Plate Offsets -21, [9:0.4-8, - LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Veli 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udell = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4.9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS Ilb/Sizel 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Horz 2=354(load case 4) Max Uplift 2 = -308(load case 4), 10=-514(load case 4), 7=-218(load case 5) Max Grav 2 = 735(load case 6), 10 = 1081(load case 1), 7=405(load case 7) FORCES Vb) - First Load Case Only TOP CHORD 1-2 =12, 2-3 = -1339, 3-4 = -1339, 4-5 = 243, 5-6 = 283, 6-7 = -78, 7-8 = 17 BOT CHORD 2-11 = 1244, 10-11 =-32, 7-9=71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 1 r A WARNINO - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Brocing shown is tot lateral support of Individual web members only. Additional temporory bracing to Insure stability during construction is the tesponsiblllty of the erector. Additional permanent brbcing of the Overall structure is the responsibility of the building designer. For general guidance tegaiding fabrication, quality control, storage, delivery. erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specticatlon, and HIS-91 Handling Installing and Bracing Reeommendatlon available from Truss Plate Institute, 583 D'Onottb Drive. Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate X plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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 TOTH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28- LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4ploo 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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL T~ CLIP ' FORM018,019 NYDRO,A/l7 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job rus Truss Type ty y 14673745 DR1965F B ROOF TRUSS 1 1 Job eference s Feb 19 2003 Mi Fek Industries, Inc.. on Mar age 5-3-14 10-M 14.8-2 20-0-0 i I 1-0-0 5-3-14 4-8-2 4-8.2 I21-0-0 5-3-14 1-0-0 Scale = 1:36.0 4x6 = 4 5.00 12 2x4 2x4 i 3 5 2 6 L TIT- 7 Io 3x4 = 8 3x4 = 5x8 = 10-0-0 20-" 10-0-0 10-0.0 Plate Offsets 2-0-1-8,0-1-81,16:0-1-$1-81-($-04-0;0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 1004/0-1-8, 2=1024/0-8-0 Max Horz 2 = 105fload case 4) Max Uplift6=-429(load case 5), 2=-442(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 = 1430, 6-8 = 1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, 11 i MiTek Industies, Inc. 14515 North Outer Forty Or v Suite 300 Chesterfield, MO, 63017 Cert. N6634 r A WARNING - VarVy design parameters and READ NOTES ON TIIIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® Handling Installina and Bracing Recommendation available from Truss Plate Institute, S83 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7C7 other. o WEBS J5 Q 3. Place plates an each face of truss at eachQ"'*F,or 4 x 2 orientation, locate o , ; ; ¢joint and embed fully. Avoid knots and wane lates/B" from outside edge of L) o_ a ° at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords lacesP at 1/4 length(+ 6" fromcaC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and Mrtek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, IIIII TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP ' FORM016,019 fMR0,A1R® v I o russ Truss Type ty y 14673746 DR1965F BG ROOF TRUSS 1 1 Job Reference 10 tional) sFebl e Industries, nc. on Mar age 1-0-0 5-3-14 10-M 14-8-2 20-" 21-" 1-041 5-3-14 4-8-2 4.8-2 5-3-14 1-0-0 Scale = 1:36.0 4x6 = 4 I 2x4 II 2x4 11 5.00 F12 3x4 i 3x4 2x4 II 3 5 2x4 11 25 x x II Y8 2 II 6 7 Ig 27 2x4 II 70 2x4 II 2x4 II 9 2x4 II 8 2x4 II 28 3x4 = 3x4 = 2x4 11 7x8 = 2x4 II 2x4 11 5-3-14 10-" 14-8-2 20-0-0 5-3-14 4-8-2 4-8-2 5-3.14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=902/0-8-0, 2=902/0-8-0 Max Horz 2 = 107(load case 4) Max Uplift6 = -373(load case 5), 2=-373(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 = 1325, 10-27 = 1325, 9-10 =1325, 8-9 = 1325, 8-28 =1325, 6-28 = 1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.01b up at 18-0-0, and 15.7Ib down and 10.01b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads (Ib) Vert: 27=-15.7 28=-15.7 Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr h Suite 300 Chesterfield, MO, 63017 Cert. #6634 AWARNING - Ver((y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. INDesignvalidforuseonlywithMITekconnectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, etectlon and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIR-91 MiTek® Handling Installinq and Bracing Recommendation avoliable from Truss Plate Institute, 5B3 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'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, property 1/9 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other. Er WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; ¢ joint and embed fully. Avoid knots and wane plates/ e" from outside edge of o a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces PI14atpanellength(* 6" from adjacent joint.) uC, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in A 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 MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 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. 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, TM JillPA erection and installation of trusses. 1993 Mitek Holdings, Inc. p CLIPFORM018, 019 MYDRO,Alp® e , `S Job I russ russ ype ty y 14673747 DR1965F CG SCISSORS 1 1 Job Reference to tional) s e I e n ustrtes, nc. on Mar age 1-0-0 4-0-15 7-6-0 10-11-1 15-0-0 16-0-0 1-0.0 4-0-15 3-5-1 3-5-1 4.0-15 1-0-0 Scale = 1:28.4 4x6 = 4 5.00 F12 2x4 = 2x4 = 3 5 8 5x8 = 6 q^qii Yit 2 7 Ig 2.50 12 3x43x4 7-6-0 15-0-0 7-6-0 7-6-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udell = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 782/0-1-8, 6 = 782/0-1-8 Max Horz 2=-80(load case 5) Max Uplift 2=-340(load case 4), 6=-340(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 = 1935, 6-8 = 1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 i 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. # 6634 r r A WARNING - VerVy dt•ipn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss MI! designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during conshuctlan Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI53719. 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. 7 0 a: 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. r- This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required te continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke 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 cc joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TY PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM019,019 MMRO,AW a 6.** Job Truss truss I ype ty y 14673748 DR1965F J ROOF TRUSS 14 1 Job Reference toptional) s Feb 19 2003 mi rek In ustries, Inc. Mon Mar :592003 Page 1- 0-07-" 11- 0-07-" 3 Scale = 1:17.7 i 5. tx1 12 2 4 2x4 = 7- M 7- 0-0 LOADING ( psf) SPACING 2-0-0 CST DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 = 234/Mechanical, 2 = 424/0-8-0, 4 = 66/Mechanical Max Horz 2 = 188(load case 5) Max Uplift3=-213(load case 5), 2=-1380oad case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industics, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. 1/6634 rrt A WARNING - Ver{ jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. assi ess Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Instatted and loaded vertically. Applicability at design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance tegaiding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Inslalllnq and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onoftlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,A„ 0 O For 4 x 2 orientation, locate Xplates1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 0011 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. Mi! WWI TM PANEL CLIP - 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type Uty Fly UK NUK I VN 14673749 DR1965F Ji MONO TRUSS 10 1 LOADING (psf) SPACING 2-M CSI TCLL 30.0 Plates Increase 1.33 TC 0.07 TCDL 7.0 Lumber Increase 1.33 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2001 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D 5.000 s Dec 17 2002 MiTek Industi 3 N4 = 11:04:05 2003 Paqe 1 DEFL in (loc) Vdefl PLATES GRIP Vert(LL) n/a - n/a M1120 249/190 Vert(TL) -0.01 1 999 Horz(TL) -0.00 3 n/a 1st LC LL Min I/defl = 360 Weight: 5 lb BRACING TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing REACTIONS (lb/size) 2=177/0-8-0, 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(load case 4) Max Uplift2=-117(load case 4), 3=-21(load case 5) Max Grav2=177(load case 1), 4=9(load case 1), 3=26(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Stab Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr vi Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure h the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Instolllna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onottla Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachc: c3 other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O ;, , ¢ joint and embed fully. Avoid knots and wane plates from outside edge of o d ° V CL at joint locations. truss and vertical web. d o 4. Unless otherwise noted, locate chordsplices at 1/4 len th 6' fromcapanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 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, 11Perection PANEL TM and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HYDRO -AIR ® 1III ' s Job russ Truss Type ty y 14673750 D81965F K ROOF TRUSS 4 1 Job Reference to tional) sFeb0 t o n ustries, nc. on Mar age 1.0-0 5-0.0 1.0.0 5-0-0 3 Scale = 1:13.9 a i 5.00 Fl2 2 4 2x4 = 5-" 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 1 55/Mechanical, 2 = 335/0-8-0, 4 =46/Mechanical Max Horz 2 = 137(load case 5) Max Uplift3=-149(load case 5), 2=-126(1oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.N6634 r r A WARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSt SIDE HEMIM USE. Design valid tot use only with MITek connectots. This design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vetticaiN• Applicability of design patometets and proper Incotporatbn of component is responslblllty of building designer - not truss designer. Bracing shown is tot lateral support at Individual web members only. Additional fempotaty bracing to Insure stability during consituction is the responslblllty of the erector. Additional permanent btbcing of the ovetall structure is the responsiblllty of the building designer. Fot general guidance tegatding tobtication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIR-91 Handling Installlnq and Bracing Recommendation available ltom Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® 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 theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i v C6 Q o joint and embed fully. Avoid knots and wane at joint locations. from outside edge ofplattruss d a dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from ceC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/ Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTeko TN PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016, 019 ffMRO,A/R Job I russ russ ' ty y 6 14673751 DR1965F L ROOF TRUSS 4 1 Job Reference to tional) sFebr e Industries, nc. on Mar age 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:9.2 i 5.()D F12 2 1 4 2x4 — r 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2=253/0-8.0, 4 = 26/Mechanical Max Horz 2=850oad case 5) Max Uplift3=-83(load case 5), 2=-121(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. /16634 r r A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brDcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery. election and bracing, consult CST -BB Quality Standard, DSB-BC Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendatlan available from Truss Plate Institute, 583 D'Onofrlo Drive, Madlson, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1A., ,.. 0 Q 0 For 4 x 2 orientation, locate plates I/8"from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MtTek/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 ATTHE LOWESTJOINT FA RT14 EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® fie® FORM018,019 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o russ I russ I ype ty y 14673752 DR1965F M ROOF TRUSS 4 1 Job Reference (optional) age , e ln Mar 3 1-0-0 1-0-0 1-0-0 I-0-0 Scale = 1:5.5 1 a s.00 F12 i 2 1 4 1.0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 1 7/Mechanical, 2=177/0-8-0, 4 = 9/Mechanical Max Horz 2=45(load case 4) Max Uplift3 = -21 (load case 5), 2=-117(load case 4) Max Grav 3 = 26(load case 4), 2 = 177(load case 1), 4 = 90oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCOL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(SI Standard Junaidie Budiman, Lic. #4 5 11 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 r11 A WARNING - VerVy design pamrneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brDcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 OualMy Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instolllnq and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate 7: plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Nii MiTeke FORM018,019 zA @ f1YDRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. e' ll -'ft Job Truss Truss Type Oty Ply D R HORTON 14673753 DR1965F S ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1 1-5-0 5-3-5 9-10-13 1-5-0 53-5 4-7.8 SCele 1:18,5 I t a 3.54 12 3.4 4 3 d 2 6 2.4 11 7 6 5 3.4 = 2.4 = 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(fL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=51410-11-5, 5=429/Mechanical Max Horz2=228(load case 2) Max Uplift4=-249(load case 5). 2=-217(load case 2), 5=-123(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5-6=0 WEBS 3-7=166, 3-0=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to 4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic.#4511il MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.p6634 t r AWARIVINO - Ver(jy design parameters, and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MRek connectors. this design Is based only upon porameters shown, and Is for an individual building component to be Installed and loaded vealcolly. Applicability of design potometers and propet Incotpotatlon of component Is tesponslblilty of building deslgnet - not truss designei. Btacing shown Is lot lateral support of Individual web members only. Additional tempotaty bracing to Insults stability duting consttuctlon Is the responsibility of the etectot. Additional pefmanent bNcing of the overall shucturts is the tesponslblllty of the building designet. For general guidance regarding fabticatbn, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing SpecBlcatlon, and HIB-91 Handling Installing and Bracing Recommendation available horn Truss Plate Institute, 583 D'Onoftb Dilve, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All Ye„ 0 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 plating format refer to the MlTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR n 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N Im! 0 MiTeke General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP• 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply D R HORTON 14673754 DR1965F S1 ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:05:03 2003 Page 1 1-5-0 1-5-0 1-5-0 1-5-0 Scale • 1:5.4 9 a 2 3,54 52 g 4 1-5-0 2.4 = 1-5-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-40/Mechanical, 2=193/0-8-0, 4=6/Mechanical Max Horz2=47(load case 2) Max Uplift3=40(load case 1), 2=-175(load case 2) Max Grav3=25(load case 4), 2=193(load case 1), 4=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 1 MiTek Industies. Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. N6634 r r A WARNINO - V*Wy dertyts parameters and READ NOTES ONTB-IS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Appllcablllty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblllly of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-B8 OualBy Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installlna and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane plates 1 /s" from outside edge of O d ° at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices o at 1 /4 panel length(+ 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" 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. 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, Jill PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP• FORM019, 019 L aANo- NAIL ® HMpa.Alp® C - 71 A 7 All VOLUME AG1 WA RN I 1v G: ALL BEARING WALLS TO BE Pi CED JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: LOAD.SHINGLES