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150 Bristol Forest Trl 04-2321 New SFH
PERMI ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER 8rif761 Aakto.&I iv Centex K°meAye ,Ste 20p01 4 3g5 Dous aS rings, FZ, 32 xtamonte P 16401-661- 689GC049 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISI JMofill)ew PERMIT # © L/ - a,3 off- / DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE c I CO tt7 Lm CA 10 City of Sanford Certificate of Occupancy This is to certify that the building located at 150 Bristol Forest Trail for which permit number 04-2321 was issued and has been completed according to the plans and specifications filed in the permit, to wit a Sin _le Family Residence complies with all the building., plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff A roval Dateroyal M= B. Oden 12/20/04 UBE= D. Richards 12/17/04 Public Works: j . _Crum ton . 12/20/04 R. Blake 12/17/04 Fire Department: U= Centex Homes 12/21/04 Property Owner Building Official Date A SS.- CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family**** c Cam' locationThe building division has prepared a Certificate of Occupancy for the abo and is requesting final by your department. After your approvedinspection, please sign off and date the C. 0. or submit addendum if it has been denied or with conditions. attention appreciated. I nglneer i . ` e, 'i e E]Public Works caning Licensing 0 zz CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ADDRESS: divisionThebuilding location and is requesting final inspection by your department. After nd date the C. 0. or submit addendum i t as t please y 4beenppprompt { urlapprovedorconditions. F appreciated. DEngineering O Frc n Workslicort [1zoning OUtil t es DUcensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION. New Single Family 12/1 Kl/AA ADDRESS: V 423 1 N i tta. 5ristol Forest TrI ft { Centex Brant 4 7947-2 4 s s i 4 k E t 34 a x S Qu d.s w t'A", w department. The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your deniedinspection, please sign off and date the C. 0. or submit addendum if it has been or approved with conditions. Your prompt attention will be DEngineering oFirc CIPublic Works LIzoulu tilg Iliccx u CONDITIONS: (T BE COMPLETED ONLY W APPROVAL T CON T'T ONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 12/17/04 14e30.48 Location ID . . . . . . . Parcel Number . . . . . Alternate location ID . Location address . . . . Primary related party . Type options, press Enter. 5=View detail Opt Description 247855 22.19.30.502-0000-0320 150 BRISTOL FOREST TR PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information PRESERVE AT LAKE MONROE SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2321 RD 6-24-04 SEE REC #6959 3/4"WA METER SET FEE $190.00 PD 6-24-04 REC#6959 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY O.M,B, No, 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read e instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME -707r, Number CENTEX BUILDING STREET ADDRESS (including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 150 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 32, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary,) RESIDENTIAL LATITUDF/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: S0_UAC-E_.' -0 GPS (Type)-- or ##.#####) [I NAD 1927 El NAD 1983 [1 USGS Quad Map El Other: — GrTY OF SANFORD 120294 1 SEMINOLE I FLORIDA VAHANUPANLL 87, FIRM PANEL B9. BASE FLOOD ELEVATION(,( NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12117CO035 E 4/17195 4/17/95 X NIA B10, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9, El FIS Profile [A FIRM E] Community Determined El Other (Describe): B11. Indicate the elevation datum used for the BEE in B9: 0 NGVD 1929 EINAVD1988 [I Other (Describe): B12, Is the building located in a Coastal Barrier ResourcesS stem CBRS area or Otherwise Protected Ama OPA ? Q Yes ®No i nation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: [] Construction Drawings* [I Building Under Construction" (A Finished Construction A new Elevation Certificate will be required when construction of the building is complete, C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al -A30, AE, AH, A (with BEE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, ARIAI-A30, ARAH, AR/AO Complete Items C3.-aj below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? EJ Yes Z NO a) Top of bottom floor (including basement or enclosure) 14. 4 ft.(m) b) Top of next higher floor NIA . AM C) Bottom of lowest horizontal structural member (V zones only) NkA. j.(m) 2 g d) Attached garage (top of slab) 14. 1 fL(m) 0 00 ' E e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 14. Qft.(rn) E f) Lowest adjacent (finished) grade (LAG) 13.1 ft,(m) Z .0 g) Highest adjacent (finished) grade (HAG) 13. 2fto) h) No, of permanent openings (flood vents) within 1 ft, above adjacent grade 0 TM I If 11 o I aoea a permanent openings (lk= vents) in wAt 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that an false Statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CffRT _1F I ffR- _SNAME : JAMES J - J I L L 6 LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC, ADDRESS CITY STATE ZIP CODE 1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 121'T04 (407)426-7979 FEMA Form at -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT; In these spaces, copy the corresponding Information from Section A. For Insuranx Company Use. BUILDING STREETADDRESS(Induding Apt, Unit Suite, and/or Bag. No.) OR P.O. ROUTE AND BOX NO. 7o-i4 Number 150 BRISTOL FOREST TRAIL CITY STATE zip CODE— Company —NAIL Number— SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agerit/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT E] Check here if aftachments For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7, If no diagram accurately represents the building, provide a sketch or photograph,) E2. The top of the bottom floor (Including basement or enclosure) of the building is _ ft.(m) _in,(cm) El above or [I below (check one) the highest adjacent grade. (Use natural grade, if available), E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C,3.h and C3,i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) [] above or 0 Wow (check one) the highest adjacent grade, (Use natural grade, if available). E5, For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accorclanoe with the community's floodplain management ordinance? E] Yes El No 0 Unkno=, The local official must certify thisinformationin Section G. SECTION F - PROPERTY OWNER (OR OWNEWS REPRESENTATIVE) CERTIFICATION The prop" owner or owner's authorized representative who competes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE Check here if attachments SECTIONG - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and s,,gr, Wow. G1.0 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- ssued or oommunity4ssued BFE) or Zone AO. G3. El The follovving infon-nation (items G4-G9) is provided for community floodplain management purposes, G4 PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OFCOMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. E] New Construction E] Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL' S NAME COMMUNITY NAME TELEPHONE TURF DATE COMMENTS ft.( m) Datum: ft.(m) Datum: 1 Check here If attachments FEMA Form 01 -31, January 2003 Replaces all previous editions m PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 32, PRESERVE AT LAKE MONROE AS [RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: FOR THE BENEFIT OF AND THE FINISHED FLOOR ELEVATION OF THIS EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS THE COMMERCE TITLE COMPANY THE REQUIREMENTS SET FORTH IN THE COMMERCE TITLE INSURANCE COMPANY CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A), CTX MORTGAGE COMPANY. LLC u A=90,00,00" L= 39. 27' R=25.00' CB=N80'36'49"E C=35.36' 0 6= 4 8'1 V2 3 L= 21 . 03' R=25M' CB=Nl 1'31'08"E C=20.41' m A= 2'17'5 0 L= 2M' R=50.00' CB=Sl 1'2539"E C=2,00' 11 LOT 31 RP 50.20' 3 WALK IS , W LK,ISS54'23'1 1 "E F WALK IS 0 2' OFF LOT 32 WALK 15 0,1' OFF N 5,0' 50— ol < I z Z, wl I IjlZ6 LOT 33 -o0-) 0- E0 ONE STORY CONCRETE BLOCK I z) 0rl) RESIDENCE b t C) o FINISH FLOOR 0 OD IELEVATION-74.44 z COVERED ENTRY ui 14, 5ot S54* 23'1 I"E 25. 00' C/ W WALK 15 DRIVEWAY F 01' OFF l 0' UTILITY EASEMENT 1160' 0/- WALK I'll 4, 1 S6 0, 2' OFF WALK IS WN-54'23'1 1 0.2' OFF 35, 00' S35' 36'4 "W PT + — — — _ i6H_ D_l_ — --- — 25 00 50, 00' PI CENTERLINE OF-) S54'23'1 I "E 431 0 7' RIGHT- OF-WAY 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY. IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SEF/ FOUND ON 12-16-04, UNLESS OTHERWISE SHOWN, 1 THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, I HAVE EXAMINED THE F.1,R.M, COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND TFIC SUOJCCF PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN, THE SURVEYOR MAKES NO GUARANTEES AS TO THE AOOVE INFORMATION, PLEASE CONTACT THE LOCAL r, E,M,A , AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED, THE WESTERLY LINE OF LOT 32 FIELD DATE:) 8/03/04 REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ 17 6- 04 CKO I5ARO 9/21/6471LC JOEI NO, -AS-M32646 DRAWN BY: — BRISTOL FOREST TRAIL LEGEND 50' RIGHT-OF-WAY CENTERLINE RIGHT OF WAY LINE V7 ' 15 EXISTING ELEVATION CONCRETE LB LICENSED BUSINESS F$ LICENSED S URVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED END FOUND C/ W CONCRETE WALK W SIDPNAI_K CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS DOC POINT OF CURVE EM ERICAN -SUR\YING k MAPPING ECERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE 6 WINTER PARK, FLORIDA 32789 ( 407) 426-7979 I" - 30' GRAPHIC SCALE 0 15 30 0 f 2 Ld a END 1/2" IRON ROD AND CAP U3 # 68 ( 1 2/16/04) Z END NAIL AND DISC LB # 68 (12116101) 0 FND 1/2" IRON ROD AND CAP La # 6 393 (12/16/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C 13 DENOTES CHORD BLARING PC DENOTES POINT OF CURVATURE PIDENOTES POINT OF INTERSECTION P u c DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY T YP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RIP RADIUS POINT CHU OVERHEAD UTILITY LINE 10 IDENTIFICATION POE POINT ON FINE EGG POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE`. CONTAINED HEREON MEETS THE APPLICABLE 1"MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPEPS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTIEr 472.0i`7, FLORIDA FOR THE FIRM JAMES JAY JILES PSM #4997 DATE 3Z, CITY OF SANFORD PERMIT APPLICATION Permit # N Mseription of Work: Historic District: Zoning. Perruit Type: Building _ Electrical - Mechanical _ Plumbing 7,77, Sprinkler/Alarm - Pool Electrical: New Service — # Of AMPS — Addition/Alteration — Change of Service — Temporary Pole — Mechanical: Residential — Non -Residential Replacement New _ (Duct Layout & Energy Cale, Required) Plumbing/ New Commercial: # of Fixtures —# of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of WVer 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 #; (Attach Proof of Ownership & Legal Description) Owners Name & Address: A '- Phone: Contractor Name & Address: —i2- -7 State lowense Number: Phone &-F1a--T4Z(_1::)V____?S_ Contact Person: Bonding Company: Address-, Mortgage Lender: Address: Arch itect/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. lunderstand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc, Q_ Vqig&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. NQUIa: 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 req re en of , rida Lien VJ 713. Y Signature of Owner/Agent Date Si ature of Contractor/Agent Date I_ J I Print Owner/Agent's Name PrintContractor/Agent's 'me Z Signature of Notary -State of Florida Date IS-igina- ary-State- Ft Date A, DE GRAVE 0' MY COMMISSION # PD 164280 EXPIRES: November 12, 2006 Owner/ Agent is Personally Known to Me or or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (initial & Date) (Initial & Date) Special Conditions: a f", f I I I HT Y f'I li:, C"1F:' MT W C) 1 F, TMD^rT UQU QY^TPMrW'T' Tool M" "V RT W nU Ah"MMT qTAYUMOM" M"MnVO I" "'"m ) SING ly pim nTwm pulomy m"mnuo,. 041-,?3 1 em—p IWTT AMM10=0- 457D 6600L RAG57- QUAL 7nwu. 3HPTQDTrTTnw. n4 --- -- - T 1 C7s '36) p "amm e 4psy majoax—_ 42- 23; 610101 Tr^WT WAMI:- Annl?p=g IAND HqF rATFmnPYv 001 FAmliv WfArhwd Hnllw(%, TYPF HRFv Ronivlonli&l wnRK DFRrRTPTTnNv RinnIo FAMi1v Hn"101 FE' RFNFFTT RATF' FFF HNTT RATP PPR H X TYPF TnTAl DHV TYPF: J)TRT SCHF01 H F DPW HNTT nF HNTTV) ROADID, ARTERIALS CO-WTDE dwl unit $ 705.00 1. $ ROADS COLLECTORS NORTH, c) dwl unit $ IA2.00 $ 142.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 a. $ 54.00 13 $ 1.384.00 13 CO -WIDE dwl unit $1.384-00 f. AMOUNT DUIH $ 2.285.00 oel r STATEMENT 1-'.-,'Y;: f SIGNATURD: PIFARP PRTNT MAMP) r% LJDAT - F N(TTT" I'l"I c',,r-','rFTUTWn qTlQNATnpv/aPP1 TraWT- WaTIHPP Tn wnTTPY nwwop 6NT) TT1',1F1 Y PAYMPHT MAY RITRI11 T Tw YnHR I TARTI TTY FnR THF PFF. **KA DTqTRTBHTTnNu 1.rnHNTY m.rTTY 2-APPITrANT 4.rnHNTY NnTF** PFRRnNR ARF ADUTRPD THAT TWITR TV; A V?TATFMFNT nF FFFR wmmi ARF D"p Alan PAYAPIP PPTnp Tn TqPH6wrp np A PHTInTldn PrPMTT, FIF'RIVI(INR ('NF'F Al 4n AnWTOFn THAT AMY RTmHTR nF THP Appi TrANT, np.nwwpp., Tn AppFAi TWO r4imlATTnwQ np TWO PnAM lTnD^PY QVqTVM,6wn/m:; FDHrATTnwAi fromm) TmpArT PFPQ MHQT AV vypprTqFD AY FTITHR, A WPTTTPW PPMHPQT WTTwTw ds rAlownAP nAvc nu TWO QlTrUTWTWC; PATRNATIF; F" DATV Aril wp Am mnT IATPP THAN rPPTTlQTrATv np nrr"pAwry m,, 11al% lf'ly TWO PPMHPPT pnp PPUTPW MHQT MPPT TWO PUh"T 1lQrM=W"C CIP TWI:: 11\1-,f, y I Dpvwi nPMPWT rnDp rnpTpp nP T"w PiBFq nnuvpwTwm APPP61(i', MAY PP PTrWPn HP nP lQPMHWqTPD PG7i'TMI TWO PIAW TMPlUMUMTATTnKl nCl7Tr7,, 1101 PART PTPqT qTPPPT QAwpnPn vimTnh 4V351- COW) AAK-747-'). PAYMPWT qwn"in Pp mAnP Tn,, rTTv nP QampnpD PHTIDW10 DPPARTMFN'T' xnm mnPTW PaDW 6WPMHl::' PAMrnOn 01 wool,; PAYMFNT qwnill it PP AV rwprw np mnwov npn=D ^w" mm ----- m- THP RTATFMFNT WHMPPR AND rTTY PHTIDTWn PPPMTT WIMP= AT THP Tnr, I F'F' T (IF, Mf'Iy-F("F:' ww Tn nwi Y TKI rnwmlKlF'TTnw WTTH TRRHAmrp nP A***, PaMTIV 10"TInTM10 It =It# CITY OF SANFORD PERMIT APPLICATION Permit #: a Date_ f up Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool ___- Electrical: New Set -vice — # of AMPS Addition/Alteration ____ _ Change of Service Temporary Polo — Mechanical: Residential Non -Residential _____ Replacement —New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plunibing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: %S '! _ Construction Type: # of Stories: _._# of Dwelling Units: ! Flood Zone: (FENtA form required for other than X) ParceltF: 22-19-30-502-0000— 0 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000, ALTAMONTE SPGS . , FL 32714 Phane: 407-661-2176 Contractor Name& Address: PATRICK J. KNIGHT CENTEX HOMES (SAME AS ABOVE State ciii mber: CG C049689 Phone &Fax: 407-661-2176/661_190Bi9 Contact Banding Company: NA Address: Mortgage Lender: NA Address:° Architect/Engineer: Address: P _ n _ R bane: 407-467-2643 Ph,,,: 407-774-9003 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work an ilti $€r(ircteii,n;iratify 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 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 podfy the owner of the property of the requirements of Flonda Lien Law, FS 713 04 Signature of Owner/Agent Date Signa ure of on rector/Agent Daie A' KNIGHT Print Owner/Agent's Name Pr" ContractpdAgent's Name Signature of Notary -State of Florida Date Sig ha reof Nor y-Stare of Flo a Date Owner/Agent is _ Personally Known to Me or Contractor/Agent is XX Personally Known to Me or Produced ID _ _ Produced ID x APPLICATION APPROVED BY: Bld': Zoning: Utilities: FD: Initial & Date) Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 1 Exli3ros 3/29/200s m 00)42-42.54: a ans.a Nota jY Assn tt t o I 1131111111al 0 INUM" a In IM11 M1 R111111141111A NAME: Debra A. Riggs-qentex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 ff'ermit No. SEMINOLE STATE OF FLORIDA ARyANNE MORSE, CLERK OF CIRCUIT SEMINOLE COUNTY BK 05293 Fv6 0844 CLERK'S # 2004069577 RECORDED 05/0612M 1106124 PA RECORDING FEES &N RECORDED BY S O'Kelley THE LTN15ERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement, 1. Description of Property: LOT PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description ofr S, 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST C'EHIIfflft? Name of Fee Simple Titleholder: N/A MARYANNE 4. Contractor: CENTEX HOMES' lo "ALL U 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A y 6 Amount of Bond: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is I year from the date of recording unless a different date is specified) Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 3" DOUGLAS AVENUE SUITE 2DDO. ALTAMONTE SPRINGS, FLORJDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME, THIS MAY 0 5 ?004 BY DEBRA A , RIGOS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WVA 2729 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. JACKIE CAINES A , o , j ; OR"h% Comrry# DD02529M Expims 1121MOO13 P—ded thru (800)432425 Fo,idat,l ryAssn., nc1 .... ...... City of Sanford Building Division Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all Structures to property lines for permit for structures (not fences). 2. two (2) courptete sets of construction design drawings drawn to scale, Complete sets to include a. Foundation plan indicating, ('Ooteu sizes for all bearing wails Provide side view details of these looters with fellifor-celliclit bar lClAacernent- 1), Flom plan indicating interior wall partitions and room Identification, [-()Our dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances Flom walls. "The State of Florida requires bathroom compliance with Honda Accessibility Code- c An elevation of all exterior walls - cast, west, north, and soirth. Finish floor elevation height as per Fluginecring Department or subdivision plat d- Cross sections of -all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections, C. FratrI g plan for loorjjo ists where conventionally trained [)fail is to indicate span, size and species of nalterials to be used. f. I'lliguicered Muss plan with details ol'bracing, engineered beams for spacing openings to call y and support trusses_ 9 Stair details with tread and riser dimensions, stringer sizc, methods of attachment, placement of handrails and'guardrailsgualdfalls ll. Square footage labic showing foofagcs I Garages/Calpow, s q h L. Pof Cl Ics/I ", u (FICS sq patio(s) S (I ft 4 Collditioncd stluctim'! O'N sq It Total Gtoss Awa 4!, sq (I 13 3, TluCC (3) sets ol'cornple-tcd Florida F"irct l"Y Codc ["of rus 4, Soil analysis and/or soil compaction report It'solls appear to be unstable or if structure is to be built on tilt, a report may be requested by the Building Official or his ireprescritati ve CI 5. Other submittal documents_ a. Utility letter or appto4al when public water stipply and/or scwcr system couilect' be made. loll to b. Septic tank permit issued by Scullnoic County I lealth Dept c Arbor permit when trees to be removed from property Contact the E-ligincering Dept_ fordetails regarding the arbor ordinance and perrolt d. Seminole Count), Road Impact fice statement C. llropcft} ownership verification_ f Driveway permit issued by City Etigniecring Oepartnient O 6, Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plurnbuip, permits have not been issued, inspectionsons will not be scheduled or made and subcontractors will be subject to penalty under cite ordinances. Date 00111 Mf' Vol "i '(1 Ov,,ticr/Agcut Si_IvufallaruIiI Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 PARCEL DETAIL Y ' ill Yll it I "I iij1l'i'i Y I 'il I]I p l CI Back p 5 1 Scmintalr County 11b SYKd itlt K. First St. arrtrard Fl. 12771 d417-tiG? Na GENERAL 2004 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000- 30320 Tax District: WATERFRONT 000 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMESDepreciated EXFT Value: $0 Land Value (Market): $26,000 Address: 385 DOUGLAS AVE STE 2000 Land Va ValueAg: Va$0 City, State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/ Market Value: $26,00 Property Address: 150 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 32 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 26,000.00 $26,000 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www.scpafl.org/pls/web/re_web.seminole county tit] e?PARCEL=22193050200000320... 5/5/04 Orlando Division 385 Douglas Avenue, Suite 2000 Allarnonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.contexhornes.corn SEMINOLE COUNTY BUILDING DEPARTMENT Effective imn-iediatcly, and until further notice, this letter will stand as authorization for Nan Holmes, Jackie Caines or Mindy Holmes to sign pen -nit applications and energy calculations for any lots owned by Centex Homes, obtain pert -nits for same and receive Certificates of Occupancy, in my name and license for the subdivision and lot specified below: Subdivision: PRESERVE AT LADE MONROE Lot: on Patrick J. Knirg ciG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before n-ic this MAR 0 8 ?004 by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada Corporation, managing general partner of Centex Homes, a Nevada general partnership for and on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an oath. NotaryPublic-State of Flonda at Large Commission No.: My Commission Expires', f A PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 32, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 32 CONTAINS 7006 SQUARE FEET t (LOT ONLY) SQUARE FOOTAGE (UP TO CURB) THIS STRUCTURE CONTAINS 2120 SQUARE FEET + LOT 32 UP TO CURB CONTAINS 8964 SQUARE FEET TOTAL CONCRETE 491 (WITHIN LOT ONLY) SQ. FT.± THIS STRUCTURE CONTAINS 2120 SQUARE FEET TOTAL SOD 4395 SQ. FT, t CONCRETE 1324 SO. FT, ± INCLUDING (SIDEWALK /APRON) PERCENT OF CONCRETE & STRUCTURE TO LOT 37% t TOTAL SOD u A=90*00'00" L=39.27' R=25.00' CB=N80*36'49"E C=35.36' 0 A= 4 8'1 V2 3 L=21.03' R=25.00' CB=N I 1'31'08"E C=20.41' m A= 2*17 , 50" L=2.00' R=50M' CB= Sl 1 *2539 "E C=2.00- LOT 33 0 Oro C-4 Zn z C ftp"'ft REVIEWEDITY0FS4A1F0jD- BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES Will 50.20' 1, S54*23'1 1 "E LOT 32 DRAINAGE TYPE A I II 41100' I PROPOSED 1692-A b o FINISHED FLOOR ELEVATION=13.80 Iz A RP 11 COVEREDENTRY 6. , 0' E 14, 10, OR, VE UTILITY EASEMENT 6 35,00 S35-3r,'49'W 25 00'-1 N_381 07' 50.00* PI CENTERLINE OFJ S54'2SI I"E 431,07' v filGHT-OF-WAY BRISTOL FOREST TRAIL LEGEND 50' RIGHT-OF-WAY 5 rI I kv X 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 TILE PROPOSED HOUSE, REFER TO HOUSE PLAN AND OPTION LIST FOR CONSIRUCTION, ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE FA.R-M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN, FILE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E,M.A, AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 32 BEING 535'36'49"W PER PLAT, FIELD DATE;) REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 100 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 END FOUND C W CONCRETE WALK S W SIDEWALK CP CONCRETE PAD TO PLAT BOOK R RADIUS AMERICAN SURVEYING c4c MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L13#6393 1030 N. ORLANDO AVENUE, SUITE 6 WINTER PARK, FLORIDA 32789 (407) 426-7979 GRAPHIC SCALE 0 15 30 Q W 0 3: I MI-w MINIMUM LOT WIDTH POD PONT ON BOUNDARY PCC POINT OF COMPOUND CURVATURE FOG POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT or INTERSECTION PRC DENOTES PONT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT Cs CONCRETE SLAB C CHORD LENGTH SQ, FT SQUARE FEET NG NATURAL GRADE R/W RIGHT-OF-WAY 1, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 3. NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO, —fS—M39646 DRAWN BY; - FOR THE R. MYSCATELL0 JR. PSM#4028 DA FORM.60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1692 LMRO Builder: CENTEX HOMES Address: 150 BRISTOL FOREST TRAIL Permitting Office-, CITY OF SANFORD City, State, LAKE MONROE, FL Permit Number - Owner: CENTEX 1--1014ES Jurisdiction Number: 691500 Climate Zone: Central I New construction or existing New 12, Coaling systems 2. Single familyor multi -family Single fatuity 3. Central Unit Cal): 30,0 kBtu,/hr 3, Number Of 11[litS, if multi -fatuity I SEER: 12-00 4 Nurnber of Bedrooms 3 h. N/A 5- Is this a worst case? yes 6. Conditioned floor area (ft') 1692 ft' c. N/A 7- Glass area & type a- Clear - single pane 152,0 ft, 13. Hearing systems b_ Clear - double pane 00 ft, a. Electric Meat Pump Cal): 30.0 kBtulu c. Tintfotl let- SlIGC, - single pane 00 ft, IISPF: 7.80 d- Tint/other S I IG(' - double pane 0,0 It, b. NIA 8- Floor types a, Slab -On - Grade Edge Insulation R-40, 172.0(p) It c. N/A 1), N/A c, N/A 14, 1 lot water systems 9, Wall types a. Flectm Resistance at): 50.0 gallows a. Concrete, Int hisul, Exterior V 4, 1, 956.0 ft' EF 0,86 1), Frame, Wood, Adjacent R-1 1,0, 230.0 rt! b N/A c, N/A 1, N/A c Conservation credits c. N/A UP lica( recovery, Solar 10, Ceiling types INIP-Dedicated treat pump) a- Under Attic R- 19.0, 1709.0 It, 15 It VAC credits PT, ti- N/A CF -Ceilinp fail, CV -Cross Ventilation, c N/A HF-Whole house fan, It - Ducts I" r-Prograunuable Thermostat, a. sup: Unc. Ret Uric- All Garage Sup, R-6.0, 1.0 Q Mz-C-Multizone cooling, b N/A Mz-fI -multizone treating) Glass/Floor Area-. 0.09 Total as -built points- 22329 Total base points-- 24359 PAOS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code_ PREPARE® BY- DATE- Y 0 5 2004 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code- OWNER/AGENT. n DATE- 0 2004Reviewof 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- 0t) W-E BUILDING OFFICIAL: PLAA S WED DATE: _C1"TVF_ SANTMD l_-_n(,rr1yGatrge( v?) (Versiotv FL RCSB v3-2) 10911HRUMISME IADDRESS: . y I PERMIT #-. BASE AS -BUILTFGLASSTYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points All 1692.0 25.78 78517- Single, Clear W 1A 6.0 32,0 53,47 0-93 1589,8 Single, Clear S 1A 6.0 32,0 44,66 0.89 1268.3 Single, Clear E 1-4 &0 40,0 59,31 0.97 2298.3 Single, Clear E 14 6.0 32.0 59,31 0-93 1765,0 Single, Clear N 14 6-0 16,0 27,96 0.95 424-4 As -Built Total: 152.0 7345.8 WALL TYPES Area X BSPM Points Type R-VaILle Area X SPM = Points Adjacent 230-0 0.70 161 D Concrete, Int Insul, Exterior 4A 95113.10 1-18 1128-1 Exterior 956.0 1-90 1816A Frame, Wood, Adjacent 11.0 230.0 0,70 161,0 Base Total: 1186.10 1977A As -Built Total: 1186.0 1289-1 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18A 1.60 28.8 Exterior Wood 20.0 7,20 144-0 Exterior 20.0 4.80 96.0 Adjacent Wood 18-0 2A0 412 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 1709.0 2A3 3640-2 Under Attic 19.0 1709,0 2-82 X 1,00 4819.4 Base Total-, 1709.0 3_640.2 As -Built Total: 1709.0 4819.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 172-0(p) 31-8 5469-6 Slab -On -Grade Edge Insulation 0,0 172.0(p -31-90 5486,8 Raised 0.0 OM 0.0 Base Total: 5469-6 As -Built Total: 172,0 5486.8 INFILTRATION Area X BSPM Points Area X SPM Points 1692,0 14-31 24212.5 1692.0 14,31 24212-5 EnergyGauge-9 DCA Forlin 60OA-2001 FnergVGauqe(R)/FlaR[HS'200l FLRCSB v3_2 r Summer Base Points: 32336.8 Summer As -Built Points: 32367.2 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points EnergyGauge1" DGA Farm 600A-2001 EnergyGaugeQlFIaRES`2001 FLRGSB v3,2 FORM 600A-2001 almi- BASE AS -BUILT GLASS TYPESF.18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Point,, 18 11692.0 5,86 1784,7 Single, Clear W 1A 6.0 32,0 10.74 11.011 3463 Single, Clear S 1.4 6,0 32.0 7.73 1.04 257,11 Single, Clear E 1A &0 40.0 9-96 1.01 402.0 Single, Clear E 1-4 6.0 32-0 9.96 1.02 3218 Single, Clear N 1-4 6.0 160 12.32 1,00 196-5 As -Built Total: 152-0 11526.2 WALL TYPES Area X BWPM T Points Type R-Value Area X WPM = Points Adjacent 230,0 1.80 414,0 Concrete, Int Insul, Exterior 4-1 956.0 3-31 3159.6 Exterior 956-0 2-00 1912.0 Frame, Wood, Adjacent 11.0 230-0 1,80 414.0 Base Total: 1186.0 2326,0 As -Built Total: 1186.0 3573,6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 1&0 4.00 72.0 Exterior Wood 20.0 7,60 152.0 Exterior 20.0 510 102.0 Adjacent Wood 18,0 590 106.2 Base Total-, 38.0 174-0 As -Built Total: 38.0 2582 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1709.0 0.64 1093.8 Under Attic 19.0 1709.0 0.87 X 1.00 1486.8 Base Total: 11709,0 1093,8 As -Built Total: 1709,0 1486,8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Stab 172.0(p) 1.9 326.8 Slab -On -Grade Edge Insulation 0.0 172-0(p 2.50 430,0 Raised 0.0 0-00 0.0 Base Total: 326.8 As -Built Total: 172,0 430.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1692,0 0,28 473-8 1692-0 -0.28 A73.8 EnefgyGauge@ DCA Form 60OA-2001 EnergyGauqe@/FIaRES'2001 FLRCSI3 v32 FORM, 60OA-2001 Winter BasePoints: 4577.9 As -Built Points: 6801.0 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points Enere3YGaugel° DCA Form 600A-2001 Enerr3yGaugeOfHaRES'2001 FLRCSB v32 asaffn$ FWATER BASE AS -BUILT HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692-0 50,0 0.86 3 1,00 2623-63 1-00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Not Water Total Cooling -1 Heating + Hot Water = Total Points Points Points Points Points Points Points Points 3535 7871 22329 EnerqyGauge I' DCA Form 60OA-2001 EnerqyGau()e@/F1aRE13'2001 FLRCSB v3_2 FOR .6QOA-2641 rr • Compliance Checklist Residential Whole Building PerformanceitM Method Details A®FJFZ a n , 9 i'ERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ — CHECK Exterior Windows & Doors 606.1.ABC.1.1--Maximum__3 cfm(sc ,ft. window area; .5 cfml .ft door area. Exterior & Adjacent Waits 606A,ABCA 21 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wait sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & topfbottom plates; between wails and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation tope top Floors 606,1.ABC.1-2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter ep netraficns and seams Y 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 penotratiorls and seams Recessed bighting 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 , iestc d_ Multi story Houses 600,1.ABC 1 2.5 Air barrier on perimeter of floor cavity between floors Additional Infiltration regts 606A.ABCA-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 CNECK Water Heaters 612.1 Comply with efficiency requirements in Table 6--12. Switch or dearly marked circuit breaker lelecfnc)or cutoff qas)must beprovided. External or built-in heat trap required_ Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Nan -commercial pools most have a pump timer. Gas spa & pool heaters must have a minimum thermal efficienc of 78%- Shower heads 612.1 _ Water flow must be restricted to no more than 2.5 c alien 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 _ 607A - Separate readily accessible manual or automatic thermostat for each system Insulation 604.1, 602.1 Ceilings -Min. R-19, Common walls -Frame R-11 or CBS R-3 both sides_ Common ceiling & floors R-11. EnergyGauge1" DCA Form 60OA-2001 t-nergyGaugc01FlaRES'2001 FLRCSB v3-2 NERGY PERIF ORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERrORMANCE SCORE* = 85e1 The higher the score, the more efficient the home. I. New construction or existing 2. Single family or multi -family 3_ Number of units, if multi-fanuty 4. Number of Bedrooms 5. Is this a worst case? C._ Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SIIGC - single pane d. Tint/other SIIGC - double pane 8. Floor types a_ Slab -(fin -Grade Edge Insulation b. NIA c. NIA 9. Wall types a, Concrete, [tit insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A c. NIA I Q Ceiling types a_ Under Attic b. N/A c. NIA 11. Ducts a. Sup: Uric. Re(: Onc. All: Garage b_ NIA Ncw 12. Cooling systenvs Single family a_ Central Unit i 3 — b. N/A Yes -- 1692 ft' c. N/A 152.0 it, 13. Heating systems 0.0 It, a_ Electric Heat Pump 0.0 It, 0.0 it, b. NIA R=0.0, 172.0(p) 11 c_ N/A 14_ Hot water systems a_ Electric Resistance R= 4.1, 956.0 ft' -- R—I L0, 230.o ft' b_ N/A c. Conservation credits HR-llcat recovery, Solar DlIP-Dedicated beat pump) P=19.0, 1709.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, Ill' -whole house fan, PT-Programnrabie Thenuostat, Sup. R=6.0, 1.0 It R13-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection_ Otherwise, a new BPI. Display Card will be completed based on installed Code compliant features_ Builder Signature: _ e.., Date: MAY Q 5- 2004 Address of New Horne- 150 BRISTOL FOREST TR. city/El,zip: LAKE MONROE/32747 Cap: 30.0 kStulhr SEER; 12.00 Cap: 30.0 kBhJhr _ HSPF_ 7.80 Cap: 50.0 gallons -- EF: 0.86 PT, 6b: n . • ter•# ; r, NOTE. The home's estimated energy performance score is only available through the FLAfRFS computer program_ This is not a .building Energy Rating_ If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStarT"designatioa), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wraw fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Effuciency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824_ EnergyGauge* (Version: PLRCS€3 v3.2) 10:21 DEL R I R -), 4076614089 NO.347 9008 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR "EA-nNG,AIR CONDITIONING,R Job: 1692 Oa-O":Z 103 C0141MMOE $TREET, Wk MAW, Fl- 3274OAaM Vrme- (407) 831-0665 For, CENTOMES D- oton Information Weather Odando—AP, FL US Winter Design Conditions Summer Design Conditions Outside db 38 IF Outside db 93 OF inside db 70 IF Inside db 75 OF Design TD 32 OF Design TD 18 IF Daily range M Relative humidity 50 % Moisture difference 43 grAb zmmm l Building heat loss 27518 Utuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat Wd 27518 Btuh MINIM ILS41mikme6eating Cooling 1692 1692 13536 13536 0- 80 0.40 180 90 Efficiency 7-6 HSPF Heating input Heating output 0 Btuh e 4-rF Heatin temp rise 0 OF ActualLating fian 1000 C-Im Heating air flow Nctor 0.036 cfrr03tuh Spaoe thermostat Structure 19516 Bt Ventilation 990 B Design temperature swing 3.0 IF Use mfg. data n Ratelswing multiplier 0-98 Total sens- equip- load 20095 Btj internal gains 920 Btuh Ventilation 1474 Btuh Infiltration 2661 Btuh Total latent equip. load 5056 Rtuh Cooling Equipment Summary Make TRANE Trade Efficiency 12-1 FER Sensible cooling 20440 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 Cfm Cooling air flow factor 0.051 cfm[Btuh Load sensible heat ratio 80 % BoWiftric v*10cs Nve Aftn ~uany averrWdw Ptintout ceWlfied by AGGA to Meet all requirements of Manual J 7th Ed, 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9009 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATINGAIR CONDMONING,R Job: 1692 09-05-02 I UR COMMERCE STREEr, LAKE MARY, K 32746-GMG Phom: (407) 431-2M - 0 0. 80 ach x 13536 W x 0,0167 180 CfM Z Winter infiltration load Ll x 180 cf rnx 32 'F Winter TI) 6353 Btuh 3- Winter infiltration HTM 6363 Btuh 1 190 W Total window = 33-4 Btuh/W and door area IM RFUM71fiff-,91 =Em I . Summer infiltration AVF OAO ach x 13536 ft' x 0.0167 90 Cfm 2, Summer infiltration load 11 X90 cfm x 18 *F SummerT®= 1787 Btuh 3, Summer infiltration HTM 1787 Btuh 190 ft2 Total window 9.4 BtuW and door area Procedure C - Latent Infiltration Gain 0. 68 x43 grAb moistdiff- x 90 Cfrn = 2661 Btuh roccaure 1. Sensible sizing load Sensible ventilation load 50 chn vent, x 18 Sensible load for structure (Une 19) Sum of ventilation and structure loads Rating and temperature swing multiplier Equipment si2Jng load - sensible 2- Latent sizing load Latent ventil lion load F Summer TD x 0158 x W Urn vent x 43 grAb moistdiff- Internal loads -z 230 i3tuh x 4 people Infiltration load from Procedure C Equipment sizing load - latent Construction Quality is: a I W I BQWWic vW&K-- h4w been nsanuaVy ovwdddw Printout certified by ACCA to meet all requirements of Manual 3 7th Ed - Maui wlew--Ylo-) 10-1 DEL RIK -,) 4U'ebb140B9 NO. 347 9010 RIGHT-J WORKSHEET Entire House - nONI,RNGJob; 1692 0"5-02 DELAIRHEATING,AIR CONDI 109 COMMERCE MEEL LAKE MARY. FL 3Z746-42W Phww (407) 831-2WS UAL J: Im W. 1 Name of room Efilim House FOY BR3 GREAT RM 2 Lerhffi of expowA wall 172.0 ft 22.0 R 35V (c 20,0 ft 3 Roarn di ores 7.0 x 11.0 ft 13.0 x 16.0 ft 17,0 x 20,11 A A Cell Condit- Option 8A R twwbuol d 8,0 ft N94W000l 8-0 ft heallcool 8.0 ft tmvcow TWE OF CST HTM Am Load (Btub) Area Load (S") Ama Load (ftih) Area tmd Mob) EXPOSURE NO. Htq Cig f14) ft C19 Hta N Htg CW HO C19 5 G a 149 4.6 21 1128 - 56 280 lao EV--- d b 12C 2,9 1.9 0 - 0 0 0 Walls and c 13C 3,2 12 240 - 120 0 d e 0.0 0.0 0 - 0 Q 0 f 0.0 0-0 0 - 01 0 6 VVindm& and a IC 37 ' 0 112 4140 0 0 32 1183 32 11831 glass doom b BG 37.0 40 1478 0 0 0 0 0 0 Heating c 9c 38,7 0 0 0 0 0 0 0 d tC 37,0 0 a 0 0 0 0 e 7L 20-6 0 0 0 a 0 0 0 0 f 0-0 0 0 0 0 0 0 0 7 Windows and Nom 51 - 1040 a 0 1 21 32 653 gtoss doors NE/NW 0.0 1 - 0 0 0 a 0 0 F2O.4 Cooling EAA1 S4,4 101 - 5494 ID 0 31 IR4 0 0 I ( I SFJSW000 - 0 0 0 0 0 0 south 0,0 0 0 0 0 0 0 Korz 00 0000 0 0 0 0 0 8 fter dcoru a 1100 9,9 204 Jim 20 2G4 199 0 0 a 0 0 0 F14,7b1013 147 99 in 265 T-,D17910 18265 179 0 0 0 0 it 0a c; 0 0 0.0 0 0 a 0 0 0 0 0 0 9 Net a 148 4,6 2.1 956 44Q5 1969 30 106 74 248 1143 511 128 590 2a4 posed b JZC 2,9 1.9 Q 0 0 0 0 0 0 0 0 0 0 0 walls aid c 13C 3.2 1,2 230 725 269 02 321 119 0 0 0 0 0 a partitions d 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0,0 0 0 a 0 0 0 0 0 0 0 0 0,0 0,0- 0 0 0 0 0 0 0 0 0 0 0 tO Ceilings a 100 1.7 2-2 1 Tog 20l$ UU4 77 131 171 208 353 463 mo 577 7570 b 0, 0 0.0 0 0 0 0 0 0 a 0 0 0 0 0 c 0, 0 0,0 a 0 a 0 0 0 0 0 D 0 0 0 d 0. 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0,0 0A 0 0 0 0 0 0 0 a 0 0 0 0 0.0 0,0 0 0 01 0 0 0 0 0 0 0 0 0 11 Fleers, a 72A 25.9 0.0 172 445d 0 22 570 0 35 907 0 20 18 0 Note: room b 100 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 pedm*r c 0.0 0,0 0 0 0 0 0 0 0 a 0 0 0 0 is diso, d 010 0.0 0 0 a 0 0 0 0 0 0 0 0 0 W slab e 0.0 0,0 0 0 0 0 0 a 0 a 0 0 0 0 f 0. 0 0.0 0 0 0 0 0 0 0 a 0 0 0 U 12 infiltration a 33-4 9,4 Joe 6353 1787 38 1271 357 32 1070 301 32 1070 301 13 SO 1==A5+V+11+12 25017 3018 4655 3938 Le= external he*dN 0 0 0 0 Len transfer 0 0 0 0 Hea" redistibution 1 0 0 14 Uko Im 10 'A 2502 10% lu 10% 46G 10% 394 15 Tolat kwz = 13+14 27518 M20 5121 4331 16 kit gains: People 0 300 4 - 1200 0 0 0 3 900 Aw. a 1200 2 - 1400 0 0 0 0 a 0 17 Sub( ot RSH 17741 1100 - 1)m 2874 Less odanial coding 0 0 - 0 0 L"G umaer 0 0 0 Cootkv re( AWb0on 0 18 Duct M4[ 1094 10-A 298 104 2a7 19 ToWrA ga"i 7+1 8)-PLF 1,00 - 19515 0 0 1110 1 1710 210W32791 1,00 1 3162 low 1000 62 Ptintaut certified by ACCA to meet all requirements of Manual J Ah Ed- 1111111111!!q11111111 11!111111111!11111111illilillillillillililI 03/26/2003 10:21 DEL AIR 4 40766140B9 NO.347 9011 RIGHT-J WORKSHEET Entire HouseitDELAJRHEATING,AIR GONDITIONING,R Job: 1692 0"S-01 J09 COMERCE STREET, LAXE MARY, F132746-8206m .407)8314665 NaLw rocan for stab 0-0 00 ROM) 0,0 0.0 a 33.4 94, SubtdW 1o&"+8+11+12 LA" wift-nm heawv Heating radiwbuNon Ductio" fotal loss z 13-14 Int gains; peooe @ 300 300 A:44 A- a 1200 0 Subtot RSH +12+16Vain=7+8-- 3244 O&MMI coding 0 tansfer a Cooling Mdistnlx n 0 I Duct gwn 324 LF 35" 183 Printout certified by ACCA to meet all "uirements of Manual J 7th Ed, 0,3/26/2003 10:21 DEL AIR - 4076614089 NO.347 P012 RIGHT-J WORKSHEET Entire House0DELAIRHEATINGAR CONDITIONING,R Job: 1692 09-0"2 109 CONWERCE MEeT, LAKE MARY, FL 3274G4206 MOM: 031-2W5 NUAL J, 7th Ed. — I Name Qf Toom URTH BR2 BTH Length of opMed wag 0-0 ft 31.0 ft 0.0 ft 3 2 Room dimlensions 6-0 x 14.0 A 1&0 x 15.0 ft 6'0 x 8,0 ft 4 L. Condk 00on 0-0 ft heatfcool 8-0 11 WWWO1 11.0 It heaftof TYPE OF CST HT" Af" Load 01tuh) Area Load (Btjh) Area Load h) (Btu Ama EXPOSURE NO, ft Gig M ft Gig in to C19 Un Htq Cig HT9 Qg 5 GrM a 14B 46 2,1 0 120 0 b 12G 2.9 1-9 0 0 0 wets c 13C 32 12 a 128 0 parfibons d 0'0 0'0 0 0 0,0 0,0 0 0 an 0.0 0 0 0 6 Vftdow3 and a 1C 37-O 0 16 Sol 0 0 glass doom b 90 37.0 0 0 a 0 a 0 eating c 9C 38-7 0 0 0 0 0 0 d IC 37,0 0 0 0 0 0 e 7L 2OX 0 0 0 0 0'0 0 0 0 0 0 7 Wndows and Notth 20,4 Q 0 16 326 0 0 glass doom NE/NM OA 0 0 0 0 0 Gooling EM 54.4 0 0 0 a 0 0 SE/SW a ' 0 0 0 0 a 0 0 South 00 0 0 0 a 0 0 O(z 6:0 0 0 0 0 a 0 ts Otherdwr5 a IOD 143 9,9 0 0 0 0 0 0 0 0 0 b 10D 14,7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 00 0 0 0 0 0 0 0 0 0 9 Not a 146 4,6 Zi 0 0 0 104 479 214 0 a a POW b M 10 1'9 0 0 0 0 0 0 0 0 0 walls am c 13C 3,2 1-2 0 0 0 128 403 150 a 0 0 partifions d 0.0 0,0 0 0 0 a 0 0 0 0 0 e 0-0 0'0 0 0 0 0 0 a 0 0 0 f 0-0 0-0 0 0 0 0 0 0 0 0 0 10 fia 160 17 2-2 84 142, 187 270 4150 Gal 48 81 107 b 010 010 0 a 0 0 0 a 0 0 0 c 0.0 OaO a 0 0 0 0 0 0 0 0 d 0'0 O'D 0 0 0 a 0 0 0 0 0 e 0,0 0.0 0 0 U 0 0 0 0 0 0 f 0-0 OA 0 0 0 0 0 0 0 0 0 11 FRIC-01g a 22A 25.9 00 0 0 0 31 804 0 0 a 0 NOL- mom b ISG 1.1 0.0 0 0 0 0 a 0 0 0 a pedinelerc 0.0 0.0 0 0 0 0 a 0 0 0 0 is di a 0-0 0.0 0 0 0 0 0 0 0 0 a for slah e 0.0 0.0 0 0 0 0 0 0 0 0 0 floo f 0-0 0,0 0 0 a 0 0 0 0 0 0 12 Infiloution a 33,4 9.4 a a 0 le S35 ISO 0 0 0 13 Subtota(low-4+5--11-12 142 3270 81 Lim extemial heabng 0 0 0 Less b-ansfer 0 00 F HealngrediWbufian00a14 Duct kiss 10( 14 10 OA 327 10 *A 15 Total k)" = 13+14 157 3597 90 10 Int. pkw: Ple(Via 3w 0 0 0 0 0 0 W- a 1200 0 0 0 0 0 0 17 Subtat RSK 9ain=7+8.,+12+16 187 1442 107 Lm wftmal ODO" 0 L 0 0 0 0 Ul Duct0ain 10-4 19 10-4 144 10 1 19 TRHgain=(17-I8)1PLF o 1 I 200 ll8 20 i(Cfm) a Printout certffied by ACCA to meet all requirements of Manual J 7th Ed td-Sl/leb/-44Ajlj I Id .1 21 DEL HIR -) 4076614089 NO. 347 P013 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job. I G92 0""2 109 EEL LAXE MARY. FL 3274"206 RKxw (407) 83 I-ZWS W S D W G L S S 0 N A S 0 0 w c w s N K I A L 0 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 7 E M D G Z L 0 x y T m R R FOY ME a n e a c n a d I 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 GREAT RM a n n a c n 0 d 1 1 90 1-0 1-4 1,0 5.0 20.4 32.0 0.0 IT b n w a c n 0 d 1 1 90 1,0 1.4 1-0 TO 54.4 40,0 0.9 WIC/LDY MBR a n w a c n 0 d I I qO 1-0 1-4 10 5.0 54A 32,0 1.0 wic MBTH BR2 a n s a c n 0 d 1 1 90 tO 1A tO 5-0 30-4 16.0 16.0 BTH NoO- W_ a m a N 7 7, IT 11 - -7 7-7-11; F M11 , %) 18" loo M Ilia IIH 11 'Nk 11/ 00 AiWw I Ory (0 WAS (2 20 ' k WN. m grn,c%ATTACKO To WOR _L...cc syru Too, DOTTOW M-MAk 6/ 4, Z L2 man LISTED gy, ja rv" rr C REORT61- I V. 20 Cl. .-SIM V. W$ SECTICK CM) 0, ,Ccr 'a, MN L--.- A opno-A w"" Kc= Lou Pw 404 W4 ow wQTm - is,-o, a& QLz&QQa 00 q ljp To 71-o. kKN cok3w or iMTka Qm curz" novfM w $o, ".. wo v coxmmm rop cvO+4 sy tooR -slAuv M son mQK W" Aa W Rf;,) TO "LYZE A F"nK WMWW c., foLv. 2= Do smz TplAvu A mLow "K 411 2o a,, c"Lv. Y= wMA, vu o lwnxUTZ MOO 464o PM w scAc* w7m W swws m urc UMcwto )ON Z, XNA '.8 Poo. cuMn 2,= l/ W 2La, IAAPVQ $ ON 'o tgzr,-"o 76A40"A 12 U. SITL T*F &zm o vsuv vO wc. o. 7' Z Y. MEL IWX r.W 'AiK7 AL of DOCPL =*TERsv- x S, c.4v 37M 'A nusm Tl<. A7TAOO Mn4. lo - 1 oam 3%.1 ,,MNWD MWEM, 4"M coNOTwnCK )/41-a'*/NVi iNMSFiA > a CA IW I/.- as W473. Gvm= Wzyco 3mm, to 0" sm" olcwm 1. U CLlv. STM wwvv=. P.C. Cxa- HGL VIC$rxt Tc04) Klnu Fu mom 44"Im"P,4s tn4 ULU-w 4 a= M, & PSF 2a u Ov vM WN4 wAm TpAcg om" PSF TEU %rk wwn" rrca Vx p5F S' 6T NO.' p T T3' TALL U a V, VM V-Wl SLQC BOO of Dook A L= O 1-7/V ao,,a,, WTI; Yvnnl 7- &AtT4:M1jMr ElcH lj-w AMo4D Tpl A w I I- sev To~ $Q" LOCX ES mm sr" LoQkToL =c QWr. &.Alom -Z 7 21/-2C5 DESJON LU DESJON LU OCLaasatv. eor,24 &AcK- 0 syewCAM 4 18 00, SCALE NTS Ow 6-;iiZ N (1) J.3/ j,SHCO lVALVt'001 j, B 2: 1/ 2' 1CHECKEL) ar mw# SIZE 0*A?MOld rot W 110C6U, FDW6, NO 102134 I I 13 CoJbis up to a'4 x 8'0 X, Ox, X0, OXO. xx, OXXO The head and side jamb$ are ITM961i0int pine moos nhq a rhir- 4-9/16' rich a robbettld SIOP. TYPE ANCHORCA"O"OR is'MASO*w LOA 1 i 2 FAMNO 4 .11 2x RACK WS AD JQa Q7 —rpzx sus-m" 2x tvcx A PFH WS p RATING' MAX 18* OC single Positive67,0 PSF Negative 67,0 PSF Singie with Sidellfes Positive 60-0 PSF Ne9ctive 60.O PSF OoUbja w1wo Sidelites Positive 47,0 PSF Negative 47.0 PSF Z115- TAPCON O' C' TYPEANCHORMAXis0ix BUCK d CONCRETE 7- ut' WNRY BLOCK 3115' TAPCL TYPE ANCHOR ZLCO TAPCON Of, COUAL RA' nNG) 4D 1/ 2- ORMALL 1 2 FIRRWG' 2WSONRY LWIL 47APCON tc J/ 6 - t/ 2' Der" z I I 4'__ A 7 UAX, TYKANC14OR )JIN. SPAC S* E A-8 X To Ix $Ua-a" I. W MK VARMM Thu system has been atvd for use in iocatias rdheri,,q to the F14ridc Svildmq Code Sor 'AM& and wheys pressure quim—nts as determined by A-SCC 7 W,,irhvm Design Loads far &uiJdirq, G reTOZXSLM- BVCK 1/1' UK and Other Structures do not exceed the design pressure rafin9a listed herein. Z For instchations whore the sub -buck is Jess than 1-112' (FBC section 1707.4.4 Apchoroge Wsvdz and sub -sections 1707A4.? ohd 1707.4,4-2) Tapcon type concrete *"hors must be used and the length must be Such that a MWMUM 1-1/4" engage mart of the Topcon into the r—sohry wcJi is obtoined- I I WY OWALD- Gl o`ANM I.0811634,4$31 km 7?,.nrnc-Tru Out -Swing Door W*W i7mm.s System WAX Is' 0 C Posjti e 67,0 PSP' Negative 67,0 P;Fupto5'4 x 8'0 -/.o sidal tee § , A O b4 up to 8'4 . a,0 elwo eid*llts Single with S;daiites po,,iti s 60.0 PSF Negative 60 0 p5F Pubis ./wo Sidaiitas Pcsiti,* 47 O PSF Nfgcti e 47.0 PSr X, Ox, X0, OX0, xx, Oxxc O.C. V) - 10oma-t Th. htod and side jo,ta are rin,;.,joimt pins TaswiNcm;n. 4-9/16' with 4 112' lobbtd stop. UASONRY LWM LIJ 3/16- TAPCOpq i x 1 fIRRINC Qj AN04OR OA N ALI . Aoi 1 x 2 MRING L DRYWAU 3115- 14PCON 7YK aNCNOR ra Ix &)C< J1IV TAPCON TYPE ANCHOR 25- WAX. SHIM SPACE g sa 4,6 ry v 7)'?E ANCHOR z c1,75 a' x 2,-1/2' e—e TO ?X SUB-BLr-K N PFH INS 1n I k N CONCRETE rb HEAD 2 25TO . SHIU VACE Ll (IR. 3178' TAPC-O)N LU 7 r TYPE ANCHOR I J5, Alag ELCC TAPCON OR EQUAL TAPCOH t LBI $HEM )'A7Y45) TYPE ANCHOR tn 4 25' MAX. S4W SPACE Q: V1 (.D T 2-112- 75, WN 71PFH WS C- t . 2 PRRO4 < DRYWAJLL SIDE VERTICALIx atx_ Ix SUB-aucx I 2 riRPING lam 1. This system no. been —1—tad for use ;n i0.1 t-3 Pdh.finq to the F7.,;d. &4id,,q Cod. 15, Am, and h.m prow.re rogwremantf cs d.ts,mi-vc by A-5—CE 7 Minimum Dasiqn Load. for 801dings and Other Structu do not ..1—d the :wiqn plw.16 ratings listed herein. OAM 4/3/02 ZX BUCK YE, SmE JAY& SOME N.T.S. 2. For where the sub-tck is low ttK,n 1-1/2" (FBC sabon 1707.4,4 Anch=q. Methods 70ZXSUB-aucx BY, WILM. and sub-wct;ons 1707.4.4.1 and 1707.4.4,2) Topton type c..h— th tbeusedande DWO I# n9th must be such that c minimum 1-114 ang.goment of the Topton into the masonry rail is obtained- DAWNG NO.: J, W'n*n Us;mQ 0 Ix sub -buck c 6-9115' jamb is required to zllaw for min, edge spacing for 7cpacn type anchor 7- 02203 Of t Thermo-Try in -Swing / Ott-S-ing, Door Wood Frames System Single up to V4 x S'C 1,1wo s;deiites Double up to 8'4 x B'0 Y/wo s;idalRes X• Ox, X0, OX0, XXI 4WO COW& UZZMQN: The head and side jambs ore fingerjoint pine measuring c min. 4-9/le' with c 1/2' robboted stop. DOUBLE 2x HEADER A 2X STUD 4 ex, 2X L4CK STUD T H&W Aws r 2.4 PFH WS VVMCAL SZE "S 1. IS' "W. Single Positive 57.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 50.0 PSF Double w1wo Sideiites Positive 47.0 PSF Negative 47.0 PSF j L 7 4' 111.1 This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure reqU!Fsm6nt3 05 determined by ASCE 7 Minimum Design Loads for Sw17di4s and Other Structures do not exceed the design pressure ratings listed herein. 10ob, ion Z OLJLJ- 13 LU QD z in tn Z 0 Ln 1W 13.884.W144.Wl rAX 4/3/02 SCALF-. N.I.S. Dwa. ar cW ay: kw. DRAWP4 wog T-0=2 spa , Or 1 MIERMA o TR 'us I -F,. aAWf(771'%#TH STVr MWM " MO-E AND DaMLE W14 1 W,"1TS!DSJTE& WSAXATED FIBERGLASS DOW WM WOOD FRAMIES. GENERAL t2Q 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR mAwi-oADE COUNTY, 2. WOOD BUCKS BY OTHERS, MUST BE AWHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT To BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO, 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I 5, THIS PRODUCT ROES NOT MEET THE WATER REQUIREMENTS FOR MLAMI-OADE COUNTY. S. MWAI-DADE APPROVED IMPACT RESISTANT SHUTTERS ME REQUIRED FOR S1D£ IT S ONLY. 7, SIDELTES ARE AN OP71ON AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION, Q22r A Sislau f an ruction Face sheets: Fiberglass avg. min. yield strength v(mim)-6,000 psi mn octhStar 0.070: minimum skin thickness F,bsrCJCssjC 0,110 minimum skin thickness Core design: Polyurethane foam care, withl.9 lbs. density by BASF. The anrl skin is constructed from c 10-070' thk- C), The ;Menor 'ity is f4w with .9 lbs. density 845F potty hares foam. TheArIq face Sheets ere glued to the ifwood5ifmand ;Uifs. Th , 3 frinforced with a wood lock blackWch nxKmurp 2.375 x 14.0 of the str*e and deadboh location. The hingestkisPingerJointedRineandthetopandWHomralareOf0wOOd the double door -p*&-, the mciA`e door is rifted rth .Jimum astroo (Wind jamber j) of 5063-T6 cllcy. n.' The frame is cvwtrucW from fir1r jointedrsTamedathekj` - as with (3) 169-cL I/ crOwn x g S120PIRCS The = an,, s ectsvd logether sn c 54defite UPPk-cf1an using 18 x 2' Jong PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshoId menvina 5.75' x 1543' GI rhe sidelde pore)s are sandwich 9ZzedonP f piece ein y are dry &zed on the eler;or 1 '5 P thwko cellular 0 Tqp' _A caulked with s6corw- The Lile frames are Nho 0"*18- x 1 12 long Plosc" 37,5 MAX. OVERALL WIDTH 115- MAX PANEL WIDTH 1-7 o rr' 4 cc L 2N2LE W-SWING &LNfT 74.5" MAX. OVERALL FRAME WIDTH 36.525' MAX - PANEL WIDTl4 W ASTRAGAL LJ I 0 x co i L DESIGN PRESSURE RATING UNIT TYPE I WHLNLWA Eft lNrILTRATIOI* REqUIR,) AENT IS NOT NEEDS( SINGLE + 67 0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF 0 K ` L+ 55.0 PSF - 55,0 PSF MAX, OVERALL rKAML WiUIM 36, 625' MAX, 15.5' MAX PANEL WIDTH FRAME WIDTH 0 f' W/ ASTRAGAL P dt 13, 75' MAX q, cc WIDTH co 7. 125' MAX. 0 u-) D. L.O. WIDTH CS J Lj 0: 2 0 C) LU Zv) Ulfx3iOQUBLL- W/51DEUTE WN UN TTMAX. OVERALL WIDTH --- LL MV7 36" MAX. 15.5' MAX, ARE RAM FROM ---- i PANEL WIDTH 11 FE WIDTH 13.75' MAX. WIDTH 7. 125- MAX. D.L. O. WIDTH uJ 0 813. 6", 3531 4y N i Y nall-- v 38 0 x ao 0uj FXTFR{OR P IL?[.ft10tZ d X JJ 4 jQY Q PANEL S p -o o Q 8 5 li 19 q 14 s {p N G a 2 DOOR PANEL z e c Z t; 3 i3 e'r+ • G 1fi LV C W O'O 13 17 Q Z 0 r 8u 20 0 liJ Q pjOr 29 r Wto Q zx O, 42 Z L M u7v o p p daOo 4333 34 O. ,7 0 o 11 SEE NOTE m O00SSM. 4 F x nz a:41 yr SEE NOTE 1 SHT, 4 iu S' MIN, GLASS THK. b INTERIO p w o 25 M N FOAM GASKET & N TO SIUCONE CAP BEAD O 'n. 0 8 1-68" MIN, 1:Q PANEL THK. 13 SEE NOTE 14 5 SHT. 4 6 29 tV BUt6 UN y77 ^ a 813.884.38s 1 0/0 SmL 1 /2 a c Cws ar: RW 2 SIDELITE PAN .iJ'V 1. ° LL ` 5-2151 s cz of 8 SEE NOTE 2 SHT. 4 , INACTIVE 3 ASTRACAL RETAINER 31 BaT 8,0' LG, TOPTOP BOTTOM (2) BOLTS IN RI AT TOP & (2) AT BOTTOM HORIZONTAL QR= SE N 3 0 ASTRAGAL 1. 15' WN. Ems- j—,25- MAX. SHIM 2 QQ 'o m 29 y 41 SE SHT NOTE I 0T 35S4T 0 SiDELITE TO BUCK ACTIVE 7 SEE NOTE 6 SHT. 4 FOAM CASKET & SIUCONE CAP BEAD SEE NOTE - 5 SHT. 4 1 (34) p. IN RI R 25 9 10 29 37 SEE NOTE 7 SHT. 4 2 H! 2RIZQNTAI _Qa2aa_U,2MN 0 HINGE JAMB TO SIDELITE lug T 1 -, 7 Al, i j P, z N,110,UFACTUHIFR NARO'8 77i , 7-rLl a vs S NOTE I SHT, 4 513, 5642 531 amom 1.15 . MIN, EMBED. 1$' MIN, C-SINK 11 25' MAX SHIM SPACE I @ LATCH21-18TO ` BUCK, NOTES; 1, SPACING FOR ITEM NO. 41 (LIFE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP Do" ON SIDES; 5,5" 16,57, 27.5, 38.375, 49.375' & 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH Top AnD BOTTOM AT 2.125- IN FROM EACH CORNER 2. SPACING FOR ITEM NO, 27 (18 x I' PANHEAD SCREW) ATTACHING THE ASTR4GAL To THE vWTrVE DOOR IS AS FOLLOWS: FROM THE Top DOWN 7, 3, 5, 1&25", 40,5", 69.25, 7415, 76.25' & 7B.25, 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMSS WITH 3) 16Gk x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED To THE SIDE JAM6S WITH 2) 160k x 112' CROWN x 2.5' STAPLES AT BOTH SIDE 5. THE SIOELrrE IS DIRECT SET INTO THE AMB WITH (12) ITEM NO. 43 48 x 2' PFH. WOOD SCREWI THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE Top DOWN AT 13,5-, 31-, 48.5' 65'. THERE ARE (2) AT THE HEADER AT 4- IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE 2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS, SPACING FORLIOrrE-M NO, 43 (18SCREW) SECURING THE MULNS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS, 6, DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C. 7. WHEN ATTACHING THE HINGE TO THE .IAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW), WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDEUTE AT THE MULLION USE ITEM NO, 37 (JIO x 1 3/4" SCREW), EMBED. F 15 - MIN. 9 3 l' C-SINK 7 HINGE JAMB TO BUCK, SEE NOTE 5 SHT, 4 tl 0 41 tz SEE NOTE I SkT. 4 3 H RI Pncli ZECT12N (_jgLRI9R 4 IP STRIKE jAMB 70 SIDELITE 7- 7 7— P 1- I 10 SEE NOTE 7 SHT. 4 25' MAX SHIM SPACE Wg SEE DETAIL 'F' SH7. 5 B- SEE NOTE 3 SHT. 3- 3' P T-7 7 13 Typ. TYR TYR. SEE DETAILf - SISHT. 4 SrHT' 5 SEENOTESEE DETAIL SEE NOTE 3 6 SHT. 4 u Typ. SHT, 5 NOTE oU TYR. CL SEE N U" SEE DETAIL SNP. 4 G- SFfT' 5 cr TYP. SEE DETAIL SEE DETAIL SEE NOTE -D!-- -E- SHT. 5 SHT. 5 Tm 4 SHT. 4 TYR. T" p SEE E E S P SEEDETAIL -D 1-- TYP14 L)Typ7' YP 0) Typ Typ. 3' 3: 3' SEE NOTE 4 SHT. 4 Z63- 3' 6. TRAL FLORMA B-O.A-F, mlau 22ap— tl/S1DEL7TES SINGLE DOOR MANUFACTuRER NAME, MASTER FH44,= A C357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 10 jljl 13 10 10 DZ61L ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS UETAIL STRIKE PLATE TO FE DETAIL AT THE THRESHOLD PLATEw I IF—,"-," 6T84 38=31 lit WE. OB/ 10/9 1 nL N T.S V ar, TJH cam 91RW oi wo- 5- 2157 rr 5 ;7 —8 I N mamma t, ENITRAI - FL NUFFA l-iTURER 0 SEE DETAIL SHT. 5 MAST EEi fE-F- EEEHL 3 3 6® 3' 3 3- 3- 13 fyp, I SEE NOTE 3 SHT, 4 SEE NOTE SEE NOTE TYP. SEE DETAIL In 3 SHT 4 6 SHT. 4 TYR, SEE DETAIL G, SEE DETAIL SEE DETAIL H' SW, 5 Typ, SHT. 5 Typ. j- SEE DETAX SEE NOTE "G" SHT. 5 K' ' K' TYR. M" 14 -- r 4 SHT 4 Typ, 14 TYR. M "I Typ" 6 3* SEE NOTE 3 14 TYR DOUBLE DOOR SINGLE K l 453' GLASS BITE 4—. 463' CLASS BITE 25 1/ TEMPERED G8'- LASSL 25' AIR 0 SPACE 0 k 0z 1/8 '- TEMPERED GLASS 41 CIL NOTE I SENOTE25' STEEL INTERCEPT ELT SHT. 4 SPACER 5' INSULATED GLASS W TCM UTE FRAME 2.6Z-2DETAi, 5) _118- TEMPERED 40 CLASS 0O 25' AIR 2 SPACE 0 u 0 1/ 8' TEMPERED GLASS R 36 41 OT SEE EENOTEd6 1 SHT 4 1 SHT. 4 z z 25" STEEL INTERCEPT 5" INSULATED GLASS WL SPACER I FAF I ji nm in 2 21 3 FINGER JOINTED PONDEROSA PINE 1,192 1,7,3 9 an ILL 097' j-1-077'--j 1. 5.3 1 51DEUTE TOP sk-50=M RAIL FtNrFR )0fNTFO PONDEROSA PINE 1.845-- 1 .284- 526' 1.232' 33 PLASTIC UP LZE FRA-M-- EXTRUDED-E3 F62 141' C 115MN o,og- EXTRUDED MYL WALL a T FILEJi ft" WOOD COMPOSITE 7.077- 1,531Z" Pf A kjjw Iql F FINGER JOINTED PONDEROSA PINE 1,264- D M L6 'H ZIDE 5DLE CQMF= Tcm PI 65M LIP La FRAM T 5.75' tT ELF VLLONG 2aQLE -FSHOLD WOOD COMPOSITE ml 5- WALL Afflu 78 QSQ-_LH , W MTYP 4 TT C! T ss. OTTOM RAIL 11 WOOD composiTE I 9- I 2-375'rJL wee ovio/o seise N.TS TJH T 30 FINGER JOINTED PONDEROSA PINE overt. ar: RW opj*y'lc.: S-2151 T- Ci 5Z, TOP WOOD COMPOSITE Li 592' 1 531 j 579 1.316 C Do T- R ( D LOT cc zo 0 m Lo co 175'--, @ I N 179' CL FOAM PR "I CORE WIVINYL JACKET o,,CELL CORE W' NYL TJA CKETR FOAM CELL 0 1,531 - ------ Sa IATCLi I m DRILL TRU FOR 357' DV, ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS FFH WOOD SCREW 2PLCS WIN AM P 11 WR68T RIKE PLATE n r-- 8.0, 1 a ASTRA(?L HAS 2) 8-0 C14 BOLTS 0 BOTTOM BOLTS 0 TOP L 1-767" 24 WINO AMBER It WROT A2TRA2L 7T i7t, j, C RMATERIAL. W C, MA EYELLOWC OMA'E 77 TJH RW z-z- 5-2751 r 8 o E JUN-21-2002 09'52 MILLSTONE WINDOWS 40? 323 9729 P.02 140fida EM&IS Awhitamal"rkr. UR290929EM is rt ALM im 11,014 a I 41411 ffbl ITS&= vz mawlj mw JON-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration MasteMe affected by this engineering statement. Any questions should be addressed to the undersigned. UMMUM ammm Robert J. Amoruso, PE ra 49 wwt Cc: Earl Moore/FEI File PE Sealing Statement - The letter was signed and sealed 961 av ina""al; A rubbeir starnp sea[ was also applied to M4jlitate reproduction for Orange County Rullding Division Masterfile scanning. I n1e.. 2S4034wett Lane, Drd, FL 32711--J—fi—O- —(407) 323-3300 --Fax —(407) 322-3337 1 4) Universal Forest Products Re: 54600006 Centex Homes Orlando 1692 A Roof 32 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal ForestProducts, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53008980C11 53300980OJ3 53906980CJ5 53908980 EJ5 53800988 EJ7 539U58D0H1 53806980 H2 5380688OH3 53g0690UH4 53900900 H5 53906980 H6 538oOS80H7 538D6880Hg 53806980 H10 53806900H11 53900900 H12 58906980 H13 53900980 HJ5 53906980 HlT 539U688UT0 Load|ng(paf) TCLL 20 TCDL 10 8CLL 0 BCDL 10 Wind: A8CE748per FBC2OO1;11Omph; h=15 ft;TCDL=6DpatBCDL=6.0pot occupancy category V;exposure B;enclosed My license renewal date for the state of Florida is February 28, 2005 4/ 21/2004 The seal on this arawinlq indicates acceptance of professional engineering responsibility solely for the truss oomponent(s)listed and attached. The suitability and use ofeach component for any particular building iathe responsibility ofthe building designer, per AN8|/TP|'20O2Sec, 2. Eastern Division 5631 3ouih NC 83 8udingioo, NC 27315 ?,L (336) 226 9356 M,x: (338) 1768N8 022MM ffil E UK 0-11-11 3x4 LOADING (psf) SPACING 2-0-0 CS11 DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.07 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 C n/a BCDL 1100 Code FBC2001 Matrix) 1 at LC LL Min I/def I - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0- 11 - 11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) C--1 1 /Mechanical, 13=1 38/0-8-0, D-9/Mechanical Max Herz 13-35(load case 4) Max UpliftC--13(load case 5), B--89(load case 4) Max Grav C-28(load case 4), B-1 38(load case 1), D-9(load case 1) NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft;TCDL-6.Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1 33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, Am : '' OM 0:1 russ 53906980 CJ3 ,,-,JJAtk 10 Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc—. -Sat -A-'p--r1 -9- -1-2-1- T 1-1- Scale - 1:7 M LOADING (ps' SPACING 2-0-0 CSI DEFIL in foe) I/defl f PLATES GRIP TOLL 20.0 Plates Increase 125 TC 0.10 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.03 Vert(TL) 0,01 A >999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDIL 10.0 Code FBC2001 1 (Matrix) 1st LC LL Min I/def I = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-11-11 oc purlins, BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C-57/Mechanical, 8=204/0-8-0, D-26/Mechanical Max Herz B-63(load case 5) Max Uplift(3-52(load case 5), B-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--43 BOT CHORD B-D=O NOTES (3) 1) Wind', ASCE 7-98 per FBC2001; 110mph; h=15ft;TCDL=6.Opsf; BCDL=6,0psf; occupancy category 11; exposure B;enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1 .60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANS I/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard W-04F, LOMIRM 51 1 , J: MM 53906980 CJ5 JACK ` ` ' 8 universal ores4 F raducts,lnc,, Burlington, NC 27215, Jeff Kerr 5.000 s Fel W UUMMUNMEM 0 4 f 1-1 t Q-11-11 LOADING (psf) SPACING 2-0-0 1 DEFL in loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.24 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.10 Vert(TL) -0,05 A >354 BCLL 0.0 Rep Stress Incr YES I WB 0,00 Horz(TL) 0.00 C n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/defl 240 Weight, 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-126/Mechanical, 8=275/0-8-0, D-46/Mechanical Max Herz B-100(load case 5) Max UpiiftC--94(load case 5), B--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=41 NOT (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPi 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard MM999 OWN] UN 14113, A 53906980 ;EJ5 (JACK Inc., Burlington, NC 2721 r IBM LOADING (psf) SPACING 2-0 0 i DEFL in loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Veit(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >348 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 I Code FBC2001 L Matrix) 1st LC LL Min i/defl - 240 I Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max UpliftC--94(load case 5), 6--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B22, B-C-41 BOT CHORD B-D0 TES (3) 1) Wind; ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. Job _ Truss I Tru.s.s- 53906980 j EJ7 JACK18 Inc., Bu Job Reference (o I 3x4 -- Scale 4 1:1 LOADING ( psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A >93 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl = 240 ( Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP II TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) C-190/Mechanical, B=352/0-8-0, D-66/Mechanical Max Harz B-137(load case 5) Max UpliftC--135(load case 5), B--62(load case 4) I FORCES ( lb) - First Load Case Only TOP CHORD A-B 22, B-C=61 BOT CHORD B-D0 TES ( 3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL=6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASEjS) Standard Loromfim Reference ton, 17-5-2 22-6-14 27 B-9 33-0-0 35 5 12 40 0-0 _ 1-0 0i ---_. ____ _ _ _ ___ 1-0-0 4-6-4 2-5-12 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 2-5-12 4-6-4 1-0-0 Scale m i 700 5.00 (t. r 5x6 — 5x8 V, W 11 5x6 = 500 MI118H- _ 5x6 =- 5x6 = 5x6 - 7x10 — 5x8 == 5x6 5x6 = 5x6 5x10 M1118H== 7-1 12 12-3-7 17-5-2 22-6-14 27-8-9 32-10-4 40-0-0 7-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12 Plate Oftsgts X Y_ jB 0 2 7 Edge JD 0 3 12z0 4 4] jJ 0 _12 0 4 4], jL 0 2-7,Edge LOADING (psf) SPACING 2-0-0 GSI DEFL in (lac) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.93 Q-R a510 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) 1.53 Q-R a308 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.27 L n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 250 lb LUMBER TOP CHORD 2 X 4 SYP No.2 *Except* T2 2 X 6 SYP No.2, T3 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.t *Except* B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 *Except* W1 2X4SYP No.2, W1 2X4SYP No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No-2 REACTIONS (lb/ size) B=3309/0-8-0, L=3309/0-8-0 Max Harz B-75(ioad case 5) Max UpliftB- 939(load case 2), L--939(load case 3) BRACING TOP CHORD Sheathed or 1-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--7372, C-D-7387, D-E-10163, E-F--11707, F-G--11707, G-H-11707, 1-1-6-11726, i-J-10159, J-K--7388, K-L--7372, L-M- 26 BOT CHORD B-U-66901 T-U-6864, S-T-6864, R-S=10161, Q-R-11726, P-Q=10157, O-P=6865, N-0-6865, L-N-6691 WEBS D- U=178, J-N-179, C-U=194, D-S-3740, E-S--1565, E•R-1760, G-R-629, H-R--21, H-Q--634, I-Q-1786, I-P--1570, K-N-195, J-P- 3734 TES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL=6,Opst; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water pending. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint B and 939 lb uplift at joint L. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 33-0-0, and 385. 0110 down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads ( plf) Vert: A- D--60.0, D-J-125.0, J-M--60.0, B-L-41.7 Concentrated Loads ( lb) Vert: D=- 385,0 J=-385.0 r ' Fuss [cuss I ype I Qty i Ply I Centex-Orlando/1692A/isk/4-14-3 HIP TRU, Inc., -Burllhgton,NC 27, 1-0- 5-9 1 9-0.0 16-5 3 23-6-13 31.0-0 34 2 15 4Q-0-Q 41 Q 1-0-0 5-9-1 3-2-15 7.5-3 7-1-11 7-5-3 3-2-15 5-9-1 1-0-0 Scale m 148 5.00 [.1- . 5X6 :::_ 3x6= 3x8 = 3x6 -= 5x6 " 3x8 -= 3x10 M1118H3x6 = 3x10 M1118H-= 3x8 9- 1-12 20-0-0 5-9-1 5- 9-1 3-4-11 10-10-4 10-10-4 3-4-11 5-9-1 Plate Offs€*ts (XzY [D_0 3a0,0 2 ], H_0 3-0 0 2-4L DEFL LOADING (ps1)- SPACING 2 0.0 CSl in (lac) I/defl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.35 N 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,97 Vert(TL) 0.78 L-N 608 BOLL 0.0 Rep Stress Incr YES WB 0.64 Harz(TL) 0.20 J n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl 240 Weight: 186 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REAC11ONS ( lb/size) B=1653/0-8-0, J-1653/0.8-0 Max Herz B--90(load case 5) Max UpliftB--344(load case 2), J-344(ioad case 3) BRACING TOP CHORD Sheathed or 2-9.14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 1 Row at midpt E-P, G-L FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C--33541 C-0-3150, D-E--2917, E-Fffi-4077, F-G--4077, G-H--2917, H-6-3150, I-J-3354, J-K=22 BOT CHORD B-P=3001, O-P-39741 N-0-3974, M-N3974, L-M-3974, J-L=3001 WEBS D-P-845, H-L-845, C-P-140, I-Lffi-140, E-P-1192, E-N=150, G-N-150, G-L$-1192 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL 6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL1.33. 3) Provide adequate drainage to prevent water pending. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. vu I runs i russ i ype My Centex-Urlando/1 692A/jsk/4-14-3 53906980 H3 Hir,-rhtiis 2 1I Ully Job Refe-ran1ce (optional)- lUniversalForestProducts, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 20-0'3 MiTek Industries, Inc. Sat Apr 1 , 9 _ 12:1 _ 7:1 _ 3 6-10--4_ 11-0-0 17-0-0 -0-0 -0-0 33-1-12 - -0 4 - i - - - - - ---- - _ __ 1- - - 11 --- - 921 -- __ I__ __ _ 4_Qp -- -q10 1- 0-0 6-10-4 4-1-12 6-0-0 6-0-0 6-0-0 4-1-12 6-10-4 1-0-0 Scale 5X6 3x6 = 5X8 = 5x6 = 300 M1118H= 3x6 -- 3x8 —, 3x8 = WO 1011181-17, 6--- 110--4_ tl --1--12 gq- -0, 6- 10-4 4-3-8 8-10-4 8-10-4 4-3-8 6-10-4 Plate- bftselsAX,Y) - JP:0-3-0,0-2-4 , [F 0 4 LOADING ( psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TI 0 4 Vert(LL) 026 M 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0816 Vert(TL) 0.58 B-0 812 BCLL 0, 0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.17 1 n/a BCDL 10' 0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 190 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No,3 REACTIONS (lb/ size) B-1653/0-8-0,1-1653/0-8-0 Max Horz B-1 06(load case 4) Max UpliftB-- 317(load case 2), 1-317(load case 3) BRACING TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C--3291, C-D--2975, D-E--2721, E-F--3328, F-G--2721, G-H--2975, H-6-3291, I-J-22 BOT CHORD B-0-2961,N-0-3279,M-N=3279,L-M-3279,K-L-3279,1-K=2961 WEBS D- 0-836, G-K=836, C-0-316, H-K-316, E-0-712, E-M=90, F-M=90, F-K-712 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water pending. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint I. 6) Truss shall be fabricated per ANSI/TP 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5 Reference (o Inc., Burling 15, Jeff Kerr 5.000s Feb 20 2003 MiTek Industries, Inc. 1-0- 7-1-3 i3-0 0 27.0-0 32-10-13 40-0-0 41-0 1-0-0 7-1-3 5-10-13 14-0-0 5-10-13 7.1-3 1-0-0 Scale — 1:66 5x6 `- 20 I I 5x6 3x6 = 30 = 3x6 .= 3x8 - 3x6 == S 0-3-14i- - . —__ — --- 20-0-0 -- 29-8-2 40-Q-0I - — — - - .. -- — _ _ ----I 10-3-14 9-8.2 9-8-2 10-3-14 Plate Offsets (X Y [D 0 3 0 0 2 4] [F O 3-0 0 2 4]_ LOADING (psf) SPACING 2-0-0 CSI UEFL in (loc) Ildefl PLATES GRIP TOLL 20.0 Plates increase 1,25 TC 0.55 Vert(LL) 0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.50 L-N >944 BCLL 0 0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.15 H n/a i BCDL 10 0 C Code FBC2001 Matrix) 1st LC LL Min I/detl - 240 Weight: 139 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-4 oc purlins. ROT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS 22(load case 4) FORCES ROT CHORD B-N=2976, 0 t TES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category ii; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 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 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Job Truss Truss Type yQt Ply Centex-Orlando/1 692A/jsk/4-14-3 53906980 H5 COMM61k .. . . ....... ... .. 2 11 Job Referencev n versal crest 5.000 s Feb 20 2003 MiTek Industries, Inc, Sat Apr 19 12:101Proucts, Inc., Burlington,- NC m -jeft Kerr a 97,13j —L 1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 scald - 1 5x6 = 2x3 II 5X6 3x6 = 3x8 = 3X8 -- 3x8 = 3x6 = 10-3-1 d 20-0-0 29-8-2 10-3-14 9-8-2 9-8-2 Plater Offse-t-s 0 -------- _(X tq- -4 0-3- 1,1D:0-3-0,0-20 — --- ------ LOADING (psf) SPACING 2-0-0 CS1 DEFL in (lac) I/defl TOLL 20,0 Plates Increase 1,25 TC 0.61 Vert(LL) 0.20 L 999 TCDL 100 Lumber Increase 1,25 BC 0.78 Vert(TL) 0,47 L-N 998 BOLL 0 0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/clefl = 240 BRACIAG TOPCHORD Sheathed or 3-0-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 8-9-2 oc bracing. REACTIONS (lb/size) B-1653/0-8-0,H-1653/0-8-0 Max Horz B=1 38(load case 4) Max UpliftB-313(load case 4), H--313(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22,B-C--3333,C-D--3011,F-G--3011,G-H=-3333,H-1-22,D-E.-2479,E-F--2479 BOT CHORD B-N-3004, M-N-2322, L-M=2322, K-L=2322, J-K=2322, H-J-3004 WEBS C-N--421, D-N-1320, F-J=620, G-J--421, E-L--208, D-L-252, F-L-252 I NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL=6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 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 313 lb uplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, Amo 94M UOUP no im I 10-1111il Jor) I russ 53906980 11-16 Universal Forest Products, Inc., Job Reference lignim I 7-1-3 13-8-1 17-0-0 23-0-0 26-3-15 32-10-13 411 0,0 1-0-0 7-1-3 6-6-13 3-3-15 6-0-0 3-3-15 6-6-13 7-1-3 1-0-0 Scale = 1:68 5.00 [ 12- 5X6 = 5X6 = 3x7 — 0 N M L K 3x7 - Us _ 3x8 --- 5X10 —: 3X8 = 3X6 = 10-3-14 20-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plato Offsets _(XY)': LD.k+_0 SPACING CSILOADING (psf) 2-0-0 DEFL in (loc) PLATESI/defI GRIP TCLL 200 Plates Increase 1.25 TC 0.52 Vert(LL) 0,20 M TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.78 Vert(TL) 0.46 M-0 999 BCI-L 0.0 Rep Stress Incr YES WO 0.35 Horz(TL) 0.15 1 n/a BCDL 110,0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 205 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0, 1=1653/0-8-0 Max Horz B=1 54(load case 4) Max UpliftB-333(load case 4), 1--333(load case 5) BRACING TOPCHORD Sheathed or 3-0-9 oc purlins. BOTCHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS I Row at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-8-22, B-C=-3323, C-D--3011, D-E--2143, F-G--2143, G-H--3011, H-I--3323, 1-J=22, E-F--2166 BOT CHORD B-0=2993, N-0-2425, M-N=2425, L-M-2425, K-L=2425, I-K-2993 WEBS C-0-389, D-0-546, D-M-651, G-M-651, G-K-546, H-K-389, E-M-575, F-M-575 0 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-I 5ft; TCDL-6.0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 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 333 lb uplift at joint B and 333 lb uplift at joint I. 5) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Vy / I) 53906980 11-17 !COMMON Ply I Centex -0 rl andoll 692A/jsk/4-14-3 Job Reference k Industries, Inc. Sat Apr 0, 7-1-3 13-6-1 19-0-0 21-0-0, 26-3-15 32-10-13 40-0-0 41- 1-0-0 7-1-3 6-6-13 5-3-15 2-0-0 5-3-15 6-6-13 7-1-3 1-0-0 Scale - 1:68 5.001 i2- 5x6 - 50 - 3x6 :- 3x8 ---- 502 _ 3x8 = 3x6 - 2-0111-Q-.1--0- 8-2 40-0-0 f - - ---- ---- ---- --- ___ 1 10-3-14 9-8-2 9-8-2 10-3-14 P Iate.Offsets fp:0-4-0 0- -9j,JB:0-3-9,0- 4]1 ff,'0 3 Ox0 2-4 , [G:0-4-0 0-3-0] LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/clefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,53 Vert(LL) -0,20 M >999 TL20 2451193 TCDL 10.0 Lumber Increase 1,25 BC 038 Vert(TL) -0,46 M-0 >999 BOLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 015 1 n/a BCDL 1010 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oe purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. WEBS 2 X 4 SYP No,3 WEBS 1 Row at micipt D-M, G-M REACTIONS (lb/size) B-1653/0-8-0, 1=1653/0-8-0 Max Herz 13- 1 70(load case 4) Max UpliftB=-352(load case 4), 1--352(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C--3319, C-0-3012, D-E--2116, F-G-2116, G-H-3012, 1-1-1-3319, I-J-22, E-F--1963 BOT CHORD B-0-2988, N-0=2435, M-N=2435, L-M=2435, K-L-2435, I-K-2988 WEBS C-0-376, D-0=537, D-M--735, G-M--735, G-K=537, H-K--376, E-M=591, F-M=591 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.Opsf; BCDL=6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1 .33. 3) Provide adequate drainage to prevent water pending, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint 1, 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard IN, I Iit0viIn0, 0, a ILIPIURFER MUMP-4 WaffIfflumm M 1-q-0 6 11-9 10-0-0 13-0-0 19-6-fit 26-2 4 33-0 0 40-0-0 4,1-0,0i — _ i- --- r — {- - - - — - - -- — 1-0-0 6-11-9 3-0-7 3-0-0 6-6-4 6-8-0 6-9-12 7-0-0 1-0-0 Scale - 1:69. 5,00 i v 5x6 c-- 3x8 5x6 3x10 M11WI = 3x6 = 3x6 = 3x6 =_ 300 MUiBM- 10 0-0 19-6-4 26-2-4 32-1Q-4 4Q-0-Q 10-0-0 9-6-4 6-8-0 6-8-0 7-1-1 2 Plate Offsets (XY)_ [I Q 3.0 0 2-4_ LOADING (psf) SPACING 2 0.10 CSI DEFL In loc) I/defl FLAT GRIP TCLL 20.0 Plates Increase 1,25 TC 0.76 I Vert(LL) 0 50 N O >950 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.99 O-0 >478 BCLL 0.0 Rep Stress Incr YES WB 0,84 Horz(TL) 0,22 J n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft 240 Weight: 185lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-L REACTIONS (lb/size) B-1653/0-8-0, J=1653/0-8-0 Max Horz B--97(load case 5) Max UpliiftB-257(load case 3), J-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13-22, B-C-3326, + 0• BOTCHORD 5 TES (6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1,60 plate grip DOL=1.33, 3) Provide adequate drainage to prevent water pending, 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint B and 444 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOADCASE(S) Standard 401•'i1' Job I Truss I . I I Truss -Type- N+ f Inc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1---0-0 111--------1---- 0-0 - P - 8-04 1-0-0 5-0-0 7-10-0 7-10-0 5x5 = 3x4 = 3x4 = 3x7 = U4 i I 12-10-0 14-0-0 l 20-8-0 5-1-12 7-8-4 1-2-0 6-8-0 Y -2-12,03-41 --- -------- --- -- LOADING ( psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.05 G-H >999 TL20 245/193 TCDL 10,0 Lumber Increase 1.25 BC 0,36 Vert(TL) -0.13 G-H >999 BCLL 0,0 Rep Stress Incr NO WB 042 Horz(TL) 0,01 F n/a BCDL 100 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-6-1 oc purlins, except end verticals. ROT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 2 X 4 SYP No.2 *Except* W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 REAC11ONS (lb/ size) G-1449/0-8-0, F-400/0-8-0, B-799/0-8-0 Max Herz B=1 I I (load case 3) Max UpliftG- 432(load case 3), F--1 17(load case 3), B-227(load case 4) FORCES (lb) - First Load Case Only TOPCHORD A- 8=22,B-C--1410,C-D--1256,D-E--37,E-F--284 BOTCHORD B- H-1266,G-H-37,F-G-229 WEBS C- H--145, D-H-1264, D-G-1134, E-G--199 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6.Opsf; BCD1--6,0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1 .60 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water pending. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint G, 117 lb uplift at joint F and 227 lb uplift at joint B. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 175.01b down and 11 7,31b up at 5-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer, 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE( S) Standard 1) Regular: Lumber Increase=11.25, Plate Increase=1.25 Uniform Loads ( plf) Vert: B- F--31.7, A-C--60.0, C-E--95.0 Concentrated Loads ( lb) Vert: C-- 175,0 I d M I EM I i russ i ype I city" Ply Centex-Orlando/l 692A/isk/4-14-3 HIP Job Referenceoptipir? K--- ucts, Inc,, Burin ferl, 'C Jefferr5,000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr l9l2:17:172003 Pagel 7-0- 0-- 13-0-02q 0-0 7-0- 0 6-0-0 7-0-0 Scale - 1: 34. 5X8 5X6 I 3X( j - - 1 3X6 = 2X3 11 3x10 M1119H= 30 = 7-1- 12 1-21,11-04--- -------------- 7-1- 12 5-8-8 Plate Offsets0- 5-12 -2-81' ' -3-0,0-2-41 (X- _JC: _LD,0 LOADING (psf) SPACING 2-0-0I DEFL in loc) I/defl TOLL 20. 0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.13 F-H 999 TCDL 10. 0 Lumber Increase 125 BC 0.91 Vert(TL) 0.26 E-F 890 BCLL 0, 0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.08 E n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/defl 240 LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) E=1560/0-8-0, B=1646/0-8-0 Max Harz B-81 (load case 4) Max UpliftE-- 377(load case 5), B--447(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3214, C-D--2921, D-E--3225 BOT CHORD B-H-2895, G-H=2909, F-G-2909, E-F-2907 WEBS C- H-275, D-F-278, C-F-14 mum 1XIMMEEM BRACING TOPCHORD Sheathed or 2-9-6 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-8-9 oc bracing. NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph, h-1 5ft; TCDL-6,Opsf; BCDL-6.Opsf; occupancy category ll-, exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1,60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water pending, 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385,01b down and 258.21b up at 13-0-0, and 385.01b down and 258,21b up 7-0- 0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TP 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads ( plf) Vert: A- C--60,0, C-D--125.0, D-E-60,0, B-E-41.7 Concentrated Loads ( lb) Vert: C- 385.0 D-385.0 vu, uoo iruns Truss Type . Oty f 53906980 1-1112 HIF Universal Forest Products,inc., Burlington, NC 27215 Jeff Kerr _.5,0100 s Feb 20 20i MW I 9-0-0 11-0-0 13-0-7 2-0-7 2-0-0 2 0-7 5x4 -= 5x4 D E Centex-Orlando/i 692A/jsk/4-14-3 Job Reference (gptional)- ek Industries, Inc. Sat Apr 19 12:17:1 03Page t Scale Q 1,34. 3x5 =.-. 3x5 3x4 ==- 3x6 = 3x4 -__ 9 1-12 10-10-4 20-0-0 9-1-12 1-8-8 9-1-12 LOADING (psf) SPACING 2-0-0 CSl DEFL inJ loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0,09 G-H >999 TL20 245/193 TCDL 10.0 Lumber increase 1.25 BC 0.49 Vert(TL) -0.25 G-H >927 BOLL 0.0 Rep Stress Incr YES WB 0.14 I Horz(TL) 0,03 G n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NEBS 2 X 4 SYP No.3 REACTIONS (ib/size) G=771/0-8-0, B=856/0-8-0 Max Herz B-97(load case 4) Max UpliftG-1134(load case 5), B-204(load case 4) f FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B•C--1383, C-D=-1137, D-E=-1003, E-F--1140, F-G -1375 BOT CHORD B-J1200, I-J1003, H•11003, G-H1210 WEBS D-J 389, E-H 414, C-J--344, F-H -361 TES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h15ft; TCDL6.Opsf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 1 3) Provide adequate drainage to prevent water pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint G and 204 Ib uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for i administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 I a 9. Job Truss 53906980 H13 roducts,lnc,, Burlington, 1-0-9 1-0-0 6-11-9 I Qty ply Centex -0 rl ando/I 692A/jsk/4-14-3 Job Reference (o tional) Kerr iff p 000 s Feb 20 2003 M iTe-k -industries, Inc. Sat Apt 19 12:17:17 2003 Page I 3-0-7 3-0-7 6-11-9 Scale . 1 ,34 5x4 D 10-00 10-0-0 Plate - OffsetsI I I _ I - _ tq-O- - 4-0 0 3 O T--- --- --- - LOADING (psf) SPACING 2-0-0 1 GSI DEFL in loc) I/defl PLATES GRIP TCLL 20,0 I Plates Increase 1.25 TC 0.41 Vert(LL) 0,10 F-G >999 TL20 245/193 TCDL 100 Lumber Increase 125 BC 063 Vert(TL) -0,26 F-G >877 BCLL 0 0 Rep Stress Iner YES WB 0'24 Horz(TL) 0,03 F n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/clef I - 240 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 4-11-8 oc purlin& BOT CHORD 2 X 4 SYP No.2 80-FCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-856/0-8-0, F-771/0-8-0 Max Herz B-1 05(load case 4) Max UpliftB--213(load case 4), F-143(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-8=22,B-C--1380,C-D=-1074,D-E--1075,E-F=-1370 BOT CHORD B-G-1198,F-G-1205 WEBS C-G-361, D-G-7371 E-13-371 NOTES (4) 11) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf -, BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 143 lb uplift at joint F. 4) Truss shall be fabricated per ANS I/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH1 3 Job I TruE 53906980 !HJ5 I ME= JACK Job, 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek li Inc. I HM M M T1 H scalt. 1:,1, X 3A = LOADING (psf) SPACING 2-0-0 TOLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BOLL 0.0 Rep Stress Incr NO BGDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No2 BOT CHORD 2 X 4 SYP No,2 CS1 DELin loc) Weft PLATES GRIP TC 0,56 V er t (n/a LL) n/a TL20 245/193 BC 0122 Vert(TL) 0.14 A >160 WB 0.00 Horz(TL) -0,00 C n/a Matrix) I st LC LL Min I/defl = 240 Weight: 24 lb BRACING TOP CHORD Sheathed or 7-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) C-224/Mechanical, B-280/0-8-0, D-80/Mechanical Max Horz B-91 (load case 3) Max UpliftC-- I 48(load case 5), B-74(load case 2) FORCES ( lb) - First Load Case Only TOP CHORD A-E-21, B-E=21, B-C=47 130TCHORD B-D-0 NOTES ( 3) I) Wind: ASCE7-98 per FBC2001; 110mph; h_15ft; TCDL_6.0psf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed; MWFRS gable end zone; cantilever left and right exposed - end vertical left and right exposed -,Lumber DOL=1,60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint C and 74 lb uplift at joint B. 3) Truss shall be fabricated per ANSIrFPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase=1,25 Uniform Loads (plf) Vert: A-E-60.0 Trapezoidal Loads (plf) Vert: E-0,0-to-C-106,1, B-1.7-to-D-35A 4 11 jot) I russ I russ 53906980 1HJ7 , JACK niversal Forest Products,lnc,, Burlington, N H I 3x4 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1,25 TCDL 10.0 Lumber Increase 125 BCLL 0,0 Rep Stress Incr NO BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No,3 p eferepce optional _C lustries, Inc. Sat Apr 19 12:17:18 2003 Page 1 9 - - - 10-1 ---- - i 3-2-5 Scale = 1:1 E D 3x4 c W2 wl a 2x3 11 F E 2x3 J CS1 DEFL in loc) I/defl PLATES GRIP TC 0.38 Vert(LL) 0,02 F-G >999 TL20 245/193 BC 0,39 Vert(TL) -0,05 B-G >999 WB 0,20 Horz(TL) 0,01 E n/a Matrix) 1st LC LL Min I/defl - 240 Weight: 40 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) D=150/Mechanical, B=437/0-8-0, E=473/Mechanical Max Herz B-1 76(load case 2) Max Llplifff)--1 13(load case 5), B--137(load case 2), E--80(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-H-21, B-H-21, B-C--743, C-D--68 BOT CHORD B-G=679, F-G=679, E-F-0 WEBS C-G=215, C-F-826 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6.Opsf; BCDL-6,Opsf; occupancy category II; exposure B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1,60 Plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint D, 137 lb uplift at joint B and 80 lb uplift at joint E. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard 1) Regular: Lumber Increase=1 .25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-H-60.0 Trapezoidal Loads (plf) Vert: H--0.0-to-D-148,5, B--1,7-to-E--49.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390691Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ7 Joo I russ I I russ 1-ype Oty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 i T8 i COMMON ` 5 1 Inc„ Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Sat Apr 19 12:17: I 7-1-3 13-8-1 20 0-0 26 3-15 32-10-13 40 0-0 1 0 1-0-0 7-1-3 6-6-13 6-3-15 6-3-15 6-6-13 7-1-3 1-0-0 Scale - 1;67. 5.00 [ i 2 5x6 ---- 3x7 = „ 3x7 == 3x6 = 3x8 = 3x8 = 3x8 =- 3x6 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 Offsefs 3 O1,-[F 0 4 0,0 3 01 1 j LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase 1,25 TC 0.53 Vert(LL) 0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 I Vert(TL) -0.47 L-N >999 BOLL 0.0 Rep Stress Incr YES WB 0,41 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 240 Weight: 196 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/size) 6.1653/0-8-0, H 1653/0.8-0 Max Horz 6-178(load case 4) Max Uplift6-360(load case 4), H--360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A®6=22, B-C-3317, C-D 3013, D-E-2114, E-F -2114, F-G--3013, G-H -3317, H-1-22 BOT CHORD B-N-2986, M-N-2442, L-M=2442, K-L=2442, J-K 2442, H-J=2986 WEBS C-N--370, D-N532, D-L-747, E-L=1180, F-L-747, F-J-532, G-J--370 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H, 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard illy * t '+ 11 r! y • .rwioil 4' dryer duct to roof cap IVA 8x4 lwcd s r 45 12x12 lwcd r i 14x8 lwcd 185 Pie S• c3' bath duct___—-- 10" to roof cap w/fan 4 lwcd .LC. n I 5 >IE1 48x4 1wcc" rr r", ANIK t 11 4, > 15 Peas MOW m 2x12 3' both duct o roof cap 5 4 1 250 16x16 a s cam gxwl 14' RAY 11XI, rag { Onw5 8x4 lwcd 13' 1Ox611wcd 70 4" r 1c------0 6, 24xl8 -a 13 ri,a ti FIREPLACE- 7- g SAX 1 2x12 rag 42X I2 A/C JL II7JBSLAB 160 BY BLDR MIN 12x6 lwcd 2' FROM MALL am z- Cs` scale 1/8"=1'0' Z5 TC'N W/10KW R240V li'H 18x10 peen pta#form by bidr 15' X 7' OLKD s e e Must have a rMhmum clearance of 4 inches around the air handler per the State Energy cede. Alt duct has an r=6 insutatton value. 0 Q x OJ EJ (T`y L LJ x L t LJ EJ S V t l U CO Rating z Cr U) 7L L Q 0 Q fl: ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE w OOD BUCK d STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (7YP.) WI DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM lib ADHESIVE CAULK. OR APRV'D. EQL, CONCRETE OR MASONRY OPENING BY OTHERS b n --/ M CAULK BETWEEN B_W. WOOD BUCK & (BUCK WIDTH) MAS'Y_ OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/i6' DIA, TAPCON BUCK BY OTHERS I 1-1/4' MIN. c EMBEDMENT INSTALLATION ANCHOR 3/16- DIA_ TAPCON SHIM AS REO'D. 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDID4 FRAME SILL PRECAST SILL BY OTHERS NOTES SECTION A_A 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063_ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS- SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W , } j . EXTERIOR OF WINDOW FLANGE, F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D, 7) GLASS THICKNESS MAY VARY PER THE REOUiREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH_ TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN_ THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEWATUINSERIES... SINGLE, H : GS. SHIM AS RF-O'D, 1/4' MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD TYP.) GLASS TYP,)(SEE NOTES) Im FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER WOOD BUCK CAULK BY OTHERS W-V. WINDOW WIDTH) SECTION B—B n WdW. 11) WHERE lffiNDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1- 3/8` MIN_ EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. CAULK BETWEEN WOOD BUCK & MAS' Y.. OPENING BY OTHERS 1-1/4' MiN- EMBEDMENT I> O HERS m 0 TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30PsF TO 40PSF 41 PSF TO 70PSF 30psf- TO 40PSF 41 PsF TO 70,PSF 12 18 1/8 X 25 B B F,G F,G F,G F,G 13 18 1/5 X 37 3/8 B B F,G F,G 14 18 1/8 X 49 5/8 B B F,G F.G 145 18 1/8 X 55 1/4 B B F,G F,G 15 18 1/8 X 62 71 B 8 B B F.G F.G,H I 16 17 18 1/8 X 18 a 8 X 83 B 6 F,G F,G,J.K IH2 25 1/2 X 25 B B F,G F,G F'G F,G IH3 25 1/2 X 37 3/8 B B FG F,G,H,I 1H4 25 1/2 X 49 5/8 B B F,G F,G,H,I IH45 25 1/2 X 55 1/4 B B F.G F,G,H i IH5 25 1/2 X 62 B B B F,G F,G,H,I IH6 IH7 25 1/2 X 71 25 1/2 X 83 B B B F,G,.i,K F,GJ.K 30 1/2 x 26 29 1/2 X 25 a B B F,G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B F,G F,G.H 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B B i F,G 4 F,G.HJ 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B B F,G F,G,H.1 30 1/2 x 63 29 1/2 X 62 B B B 8 G f, F,G,H.1 30 1/2 x 72 29 1/2 X 71 B F,GJ.K F,GJ,K 30 1/2 x 84 29 1/2 X 83 B 22 36 X 25 B B 8 F,G F.G 23 36 x 37 3/8 8 B F,G F.G,H,i 24 36 X 49 5/8 B fl F,G F,G,H t 245 25 36 x 55 1/4 36 X 62 8 B F,G,H,1 F,G,H"l 26 36 X 71 8 S F,G,H,i D,E,F,G1.i 27 36 X 83 B B F.G,J,K FG.H,I,J,K F G 42 x 26 41 X 25 B 8 B B F,G F.G.H! 42 x 38 3/8 41 x 37 3/8 B B F,G F,G,H,l 42 x 50 5/8 41 X 49 5/8 B B F;G,H,i F,G,H,i 42 x 56 1/4 41 X 55 1/4 6 B F,G,H,1 O,F.F,G,H.i 42 x 63 41 X 62 41 X 71 B B F,G,H,I D,EF,G,H,I 42 x 72 41 X 83 B B F,G,J,K F,G.HJ,J.K 42 x 84 8 x 26 47 X 25 B A,C F,G F.G F,G, 3,I x 38 3/8 47 x 37 3/8 B B A,C A.0 FG F,G.H,I x 50 5/5F4? 47 X 49 5/8 B A,C F.G.H.t F,G,H,t x 56 t/4 47 X 55 1/4 B A.C8 F,G.N,i D,EF.G,H.i 8 x 63 47 X 62 47 X 71 g3 A,C FG.H.i D,EF,G H.i x 72 47 X 83 FGJK DEFGHIJK 48 x 84 32 52 1/8 X 25 B A,C F,G FG F.G.H,i 33 52 1/8 X 37 3/8 8 A,C A,C FG F,G,H,i F,G.H 6 34 52 1/8 X 49 5/8 52 1/3 X 55 1/4 B 8 A,C F,G,H,i D,U.C,H.I 345 35 52 1/5 X 62 B A.0 FG,H,i O.E,F,G,H.I O,E,F,G.H,I 36 52 1/8 X 71 B A,C A,C F G H I F,G.J.K D,E.F,G,J.K.J,K 37 52 I/a X 83 B 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES_ FLORID XTT TITLE: INSTALLATION RETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 Q 20M ID.vI B:BB APPROVED 91fll TS:NIaTE: lfl/fls LEDE FLEQCI I to.a_ ao v ..ram orss eraron r eur_ai.Ftrnsf 7 SG5-0366 lWd 250 INTERNATIONAL PKY., SUITE 250_ HEATHR , FLORIDA 32746— PHONE 407 805-0365 FAX 40 orl-ddb-.qlu r5cal Lm jAM3occ CURS) ) 1090 so jAME OYU iccc SZHI JAMB CUR) i/8 TIUBE MULLIGN ' AM 8 X 1/2 SELF TAPPING SMS SEALANT B7ETVEE.,. X 1412 SELc- TAPPING SMS SECTiON, A — A 1 A C ft16 X 8 TUU'r-- MULLIDN 1 x 2 x 2/8 TUE: MULLICIN 2 X it SELF TAPPiNG WISS I T 7T, _- - SEALAN,TKD,' TAPPiNs SMS S 706 X 3/6 JAMB ATIR) 48 X 112 SLLF TAPPLNG SMS SEALANT BETWEEN WINIJO/ FLANCES t MULLICN 48 X 14/2 SELF TAPPING SMS X 4 X I /,q TUH MULLION A- x 4 x 318 THE AULLIDN b' X 12 SELF TAPPING SMS SEALA.,'Q7 BETWEEN WIN=w FLANGES 2 1- 12 SELF - TAPPING SMS jus ITyrn k 2 X 1/2 SELF TAPPING SMS L SEALANT 3ETWEEN e X 1-10 SELF TAPPING SMS 1 000 S.H".-q jAI43 CTOW DNE EY DETAIi— Q 3uCK EY OTHERE y ETHECONCRETE OR MASONRY RS 1 EMBEEMENT. A Q x 1/ 2 SEV TAPPING SMS SEALANT BET.;ZEN WIN11PI'd FLANC ES TAPPINZ5 SMS & MULLION SEQT',QN 6 X 1/ 01 SELF TAFFING SMS SEALANT BETWEEN WINT) qW ;LnNG 7S MLkL104 1—U2 SELF TAPPING SMS DETAIL C W SELF TAPPING S-M-S DETHie- j MEWED FROM EXTEROR E3 1 c Is - I _j J_104_ 9 F-L-P TYP;. LAL MILLDON TO _ ON ERE HEAD TO HEAD SiL p 2- X 4" TUBE VmilLLiCNS AF F_ `JS,-CjN DETAIL G 3/16' DIA, T4PCGN Sea VIF 1/4' HERS PRECAST - SILL 13 YCTINTERNYTIONAL, INC TLOA WA EXTRUD'Ei' R SANFORD, FLORIDA E- i uOu/ I 5U M_-,jLL1,]N SEE OTHER SIDE (SHEET 2 OF 2) FOR 1JQMc__,.N1 PRESSURE CAPACITIES DRAWN BY: APPROVED BY: I SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES Ty CAPAt ITY i APACITY CAPACITY CAPACITY CAPACITT CAPACITY 1 CAPACITY ;CAPACITYCAPACITYCAPACITYCAPACITYCAPACITY1CAPACITY 1 X4X3/8 2X4X3/8ix3/81 /8 X4X 1 /8 1 X4X3/8 1 X2X3/ I 1X2 7/16XI/8:lX2 7/16X3/81X2 7/lE WjFDWINDOW WINDOW 1 X2X lX2XI/S 1 X2X3/8 8 X2 7/16Xl/81 L i TUBE ml MULL JUBE MULL ITUBE MUL9WJLLTUBE1 i TUBE MULL TUBE MULL L L ITUBE MULL i TUBE MULL TUBE MULTO-TIP TUBE MU 6 ANCHORS 6ANCHORSTIP I/ JUBE MULL RS 4 ANCHORS 4 ANCHORCALLTUBEMULLTUBEMUL2ANCHO 6 ANCHORS 4 ANCHORS 2 ANCHORS i 4 ANCHORSRS2ANCHORS4ANCHO -,016) SECT. A-A(6)! SECT. A-A(7) M T. A U3'. SECT. A7 SSIZESIZE2ANCHORS4ANCHORS ; I ISECT. A jo(5) SECT. k SECS. ECI. A jk(ll q. 1=-AL2) SECT. A-Rih SECT. A -_A _31 CT_ A ASECT. A-A(l I SECT. A I S 79 1.81 11187.72 11187.72 732.42 336.52 f 732.42 791-81 11187.72 336.52 1692.83 '336.527121191/8 X 26 336.52 732.42 13 9 1/8 X 38 3209.72 317.66 209.72 '429.55 209.72 456.46 209.72 456.46 493.47 740.20 493.47 740.20 740.20 l / 8 1 539.12 359.41 539.12 359.41 539.12 152 .75 271.83 19 1/8 X 50 5/8 131.23 1131.23 152.75 177.46 152.75 193.92 14 319,55 479.33 479.33 194.97 319.55 460.17 127. 29 127.29 135.81 139-09 135.81 145 19 1/8 X 56 11/494.13 194.13 282.02 1423.03 423.03282.02 '423.03 136.64189.2197.48 15 19 1/8 X 63 65.97 89.21 :97.48 3 6. 5.7 5 296.98 '296.98 58.81 58,81 64.27 64.27 90,09 90.09 '212.62 212.62 16 19 1/8 X 72 143.49 43.49 184.08 294.03 55.84 55.84 1131.79 131.79 i 184.08 36.45 136.45 39.83 39.83 26 17 191/8 X 84 .96 i 26.96 618.52 1927.78 '927.78 927.7811572.13618.52 ------------------ IH2 26 1/2 X 26 262.87 572.13 262.87 '541.20 262.87 572.13 262.87 371.61 1557.41 15.57.41 157.93 343.74 1371-61 343.74IIH3 6 1/2 X 38 3/8, 157.93 1239.21 157.93 323.48 1157.93 1 6. 35 1399.53 i 266.35 '399.53 1399-53 13.20 131.51 1113.20 143.71 113.20 !201.45 !26 IH4 6 1 2 X 50 5/897.25 '97.25 353.55 353.55 339.42i235.70 143.sl235.70 i 93. 89 93.89 100.17 102.59 100. 17 1 H45 6 1/2 X 56 1 4 69.43 i 69.43 ------- 2 7. 1 0 1236.83 207.10 1310.65 i 310.65 100.34lH526 1/2 X 63 i48.44 48.44 65.51 65.51 71.58 '71.58 88.01 46.98 65.86 1_86 155.44 155.44 65..1217.11 1217 11 267.38 lH6 26 1/ 2 X 72 1 31.79 i3l. 79 142.99 142-99 6 98 - z I 1133.99 1214. 02 95.93 95.93 133.99 40.64 40.64 26.53 !26.53 128.99 i 28.99 lH7 26 1/ 2 X 84 119.62 119.62 j765 t4 216. 75i471.75 1510 1765 765 22 37 X 26 75 216.7 5 !471.75 1216.75 71.75 216.75 471. 431.36 F2_66 287.57 '431.36 287.57 431.36 00 23 t37 X 38 3/8 122.22 185.12 122.22 1250.32 i 122.22 1122.22 266.00 301.29 151. 91 1200-86 1301.29 i 200.86 301.29 24 07 X 50 5/8 73.34 i 73.34 185.36 '99.17 185.36 108.37 '85.36 - 7 254.07 176.43 264 64 176.79 17 107=65 176.43 _j 264.64 245 7 X 56 1/4 151.97, 1 97 i 70.28 70.28 1• 74.98 4.98 153.96 230. 94 153.9 6i176.06 1230.94 74.59 i0153.21 153.2 25 37 X 63 36.01 36.01 48.7 1160.30 1197. 41 71 1-1 1 134.69 148.62 48.62 1 14.76 1114.76 131.61 31.74 34. 69 26 37 X 72 23.47 23.47 31.74 .29.81 29. 811 j 70.36 70.36 '9&27 98.27 56.97 1 27 37 X 84 14.39 it 14.39 119.46 119.46 121.26 676.28 1417. 04 tJ 7. C14 0.85 676.28 394.49 19 1.6r 450-8b 676.28 45 32 53 1/ 8 X 26 191-61 417.04 191.61 l 91.61 347.25 tt- 1347.25M382tl.50 '347.25 231.50 3 8 X 38 3/8,98.38 .02 201.51 98.38 i-214.14 '2 4 14 3 47 83. 09 ____ 65.-45 231.01 53 1 41154.0 !231- 01 4.00 231.01 0 65.45 76. 04 .45 34 3 1/ 8 X 50 5/&,56.23 56.23 0. 23 200. 23 81.44 133.48 192.22 1133.4 53.17 153. 17 156.73 58.10 156.73-;t 345 3 1 / 8 X .56 1/4 39.32 !39.32 lt5 08 1131. 60 111508 1172.63 :172.63 139.78 '48.91 155.76 35 53 1/ 8 X 63 26.92 126.92 36.40 36.40 97 .21 1118. 41 1145.82 e2-5.62135.92 135.92 84.77 184.77 23.45 125. 62 36 53 1/ 8 X 72 17.34 17.34 23.45 51.39 71. 78 71.78 1120.81 1 37 153 1/8 X 84 10.51 10.51 14.21 14.21 15.53 15.53 121.77 21.77 RNATIONAL, INC INTE SERIES 1-000 1500 FLANGE VERTICAL FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIE'S3 ETLE: P f SHEET 2 OF 2 "i'CE NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED T EACH END. DRAWN BY: APPROVED BY: A B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X P" E_f-rl 4 C' DATE- SCALP-- DWG.: 1 VKf 3 ul rl 1 SHEATHING By OTHERS STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'G'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING TaT r w yr,Lot SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHOR 8 SCREW TWCI BY WOOD BY OTHERS i/4' MAX. SHIM SPACE 1-1/6' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) EMBEDMENT d n 1-1/ 4' MIN. LIBERALLY APPLY --J CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY VOOD 1_41-1f13 MIN. BY OTHERS EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR S SCREW STUCCO DR SIDING BY OTHER EXTERlu'r' ELE` ATHIN 12002 2 PANEL DOOR. SHOWN CAULK BETWEEN DOOR FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C TYP.) S SLIDING GL.. w.. INTERLOCK INSTALLATION ANCHORR HOOK STRIP DE-1 AIL W II" RS ULK BETWEEN IOK STRIP S. t£ATHING 1-1/8' MIN. EMBEDMENT T S= 1) DOOR MATERIAL- ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCIIN TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF I-1/4' INTO MASONRY OR CONCRETE- 3) INSTALLATION ANCHOR CHART [IN BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD a JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED 'WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING - PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS 9) DGQR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GAZED OR INSULATING GLASS, 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REO'D, AT EA- SET OF INSTALLATION S_ MAX- ALLOWABLE SHIM STACK TO BE 1/4'_ 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) VHERE 'X' REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET, 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOVEVER INSTALLATION SECTIONS 'A -A', 'B-B' & HOUK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO ZWO SERIES AND 500 SERIES. REVI DESCRIPTION DATE I I AEXTRUDERSIJINT. INC. SANF ORD PL. TITLE. SLIDING GLASS DOOR INSTALLATION WITH I#8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/01 SCALE. NTS DWG #f-LEX0027 SHT I OF 8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HONK STRIP DOOR SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF 70 PSF TO PSF CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 4068 xX, CIX, XC1 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 5068 XX, OX, xO 60 X 80 6 6 6 8 8 8 4 4 4 6068 xx, Ox, xO 72 X 80 8 8 8 8 8 8 4 4 4 8068 xx, Ox, x 96 x 80 10 10 10 8 8 8 4 4 4 10068 xx, OX X0 120 X 80 12 12 12 6 10 l0 10 5 5 5 5080 XX, OX, XO 60 X 96 6 6 8 8 10 10 IO 5 5 5 6080 xx, Ox, X8 72 X 96 8 10 10 10 10 10 5 5 5 8060 xx, Ox, X0 96 x 96 10 12 12 10 10 10 5 10080 xx, Ox xQ 120 x 96 12 6 12 12 12 6 6 6 50100 xx, OX, xu 60 x 120 6 6 8 8 12 12 12 6 6 7 60100 xx, Ox, XO 72 X 120 8 10 12 12 12 6 7 8 80100 xx QX X0 96 X 120 8 8 8 4 4 4 9068 OXO 109 1/8 X 80 12 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 14. 14 14 8 8 8 4 4 4 15068 OXO 181 1/6 x 80 16: 16 16 8 10 10 10 5 5 5 9080 OX0 109 1/8 x 96 12 12 12 10 10 10 5 5 5 12080 0XO 145 1/8 X 96 14 14 14 10 10 10 5 5 5 15080 OXO 181 1/8 X, 96 16 I6 16 12 12 12 5 7 8 90100 OX0 109 1/8 X i20 12 12 12 12 12 12 5 7 8 120100 Qx8 11451/8" X 120 14 14 14 8 8 4 4 4 9068 XXX 106 /8 X 80 12 " 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 f 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 10 10 10 5 5 5 9080 xxx 106 5/8 X 96 12 12 12 10 10 10 5 5 5 4 12080 xxx 142 5/2 X 96 14 14 16 14 1 10 10 10 5 5` 5 15020 xxx 178 5/8 X 96 16 1 12 12 12 6 7 8 90100 xxx 1f12 20. 12 12 12 12 12 12 6 7 8 120100 xxx 120 4 4 4 8 8 4 4 10068 OxxO 80 12 12 12 8 4 12068 OXXO 180 14 14 144884 41008016068OXXO8018I8188 1 OXXO 12 I2 i2 1 10 l 10 10 5 5 5 12080 UxxO 143 5/8 X 96 14 14 14 10 10 10 5 5 5 16080 OxxO 191 5/8 X 96 18 18 i8 12 12 6 7 8 100100 xxo 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 OxxO 143 5/8 X 120 14 14 14 12 12 12 12 6 7 8 160100 OxxO 191 5/8 X 120 18 19 444 10068 xxxx 11 1/4 X t12 12 12 84 4 4 12068 xxxx 141 1/4 X 80 14 14 8 8 4 4 4 16068 xxxx 189 1/4 X 80 16 16 8 10 10 5 5 5 10080 xxxx 117 1/4 X 96 12 12 12 10 10 10 5 5 5 12020 XXXX 141 1/4 X 96 14 14 14 10 10 10 10 5 5 5 EXTRUDERS 16080 XXX-X 189 1/4 X 96 16 16 16 7 8 FL. i00100 XXXx 117 1/4 X 120 12 12 12 12 12 5 INT. IN, SANFORD, 120100 xxxx 141 1/4 X 120 14 14 14 12 12 L12 12 12 5 5 78 7 r rL£: SLIDING GLASS DOOR 160100 XXxx 189 1/4 X 120 16 16 19 INSTALLATION WITH #8 SCREWS ENGINEER DRM I; B DATE, I2 / 21 / 0 I ANCHOR 1) FOR NOTES: MASONRY OPENING W/TWO BY dOOD BUCK USE SAME ANCHOR QUANTITIES. Dfsctpl.INE= CIVIL Sr ALE N.T.S. D"s- me- FLEX0027 FL. REG. d -71 R R£v_ LETTER-, 51 E ] fib ? 67ENERAL NOTE5 PLANS SHALL CONTROL. CONTACT THE FIELI; MANA6ER Y41TH AW CONFLICTS IN THE ! VERIFICATION SHALL REPORT TO TH E MANA&ER ANY' r 115 1_REFANCrl OR OTHER 3. IT 15 THE INTENT THAT THESE 1:R.ANIN6,5 5E IN CONFORMANCE KTH THE COUNT-i', STATE aLA-45, r ANI: RESTRICTIVE COVENANTS C70VERNIN6 THE SITE OF YqORK. 4. ALL ES SHALL FURNISH ALL LA50R, F-OUIPMENT, MATERIALS, AND PERFORM ALL RK. NEGE55ARY, INDIGA T ED, REASONABLY INFERRE27 OR REOUJRZ BY ANY GOOF Y41TN XR1517110TION TO COMPLETE THEIR SCOPE OF 104ORK. 5. ALL 54"X22" AND 56"X24" FLANS ARE DRAWN TO SCALE I/4" G /A+f•I MiBC- 9®Ii JIILlO 131R,64604 TO ' " ALL I-7XI I PLANS ARE SiR TO THE SCALE ti 's'r—irc'r 6c 4—Tr0-- BASIC WIND SPEED = qO M.P.H. (FASTEST MILE) 110 M.P.N. (5 SECOND GUST) WIND IMPORTANCE FACTOR = I.O WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT; +/- 0.15 INCL ED IN DESIGN WIND LOAD) DESIGN WIND LOADS -NALL5 = +22 , -18 PSF ROOFS = +20 , -20 PSF 50 P5F AT OVERHANGS) L 1 4 t ON wirousill C - COVER SHEET 1 - FOUNDATION PLAN, FILLED CELL DIAG. 2 - PRECAST LINTEL DIAGRAM 3 - PRECAST LINTEL LOAD TABLES 4 - FLOOR PLAN 5 - TRUSS YOUT 5.1 - STRAPPING SCHEDULE 6 EXTERIOR ELEVATIOAS ELECTRICAL R i PLUMBING RISER 8GEN.NOTES# ` CONST. DETAILS 9 - GABLE END & OPENING DETAILS r a a] 5j- CX*41-- SLA5 VV FMOU-esH oym 6 "L. VAPOR -\ OVER TFMATW 7Ai, = rILL VERMAL REEAR 5AR5 C-M-U- 5Tol-' EXPLOAD fflm-. REPWUMMM 51® C,:;, -SLAO YV rmcm-w5H oym ( I ML VA. -OR $AJzfuoz CVUZTREATEDClompl-LIrD FU-L 7 r J-, 5AA COW. MONOLITHIC FOUNPATION Pt-7AILSMAXIMUM SPAGN5 OF FILLED GELLS UN6ROUTED CELL5 THAT CAN RE51ST A 100 MPA LOAD VE- 54r-N KALL FIF.ESSURE T = 22 PSF MAXIMYM ALLONABLTEWN E ONON HOLLON 60F;ZE LUTS 15 25 P-5, 1.-A-1551 TA5LE 10-1 SECTION PFZoflr-- R'nES 5' PARTIALLY 6R0VTED AALL = 115. 45' (MA50MAJ1,Y 5TFJJ0TVFZE-5 A,0.1) M = Y011 / 5, 5 = kl'L*LX12/ &XT = 15.43, 1 = 10.4 FT. 16E fV- o' Z. 5PAC'- 1'-4' r-EILIW, KAIX- (P5 = I LeE 61- ol HMZ- SPACING - 101-0' TO 17-5' CEILIW6 MAX 1.115E 61-0l HOFJZ- 5PAC41,15 - 12'-e>l TO Wr-ElLffr, MAK 4 ADD LINTEL IN/ 0) #5 COW. a 1'-4' WT. (+/- 5) OW&WAO- WW"W"41W) T" 15 5Tro,'TVM r=pN( OR EXcEEP 714C* OLST Y41W LOAV fZEWREt- OF THE FLOFJVA WLI:Ilwv 5) AIR HN% r' TO HAVE MIK 4' OLEARAW-E ON ALL VVeS ARM ENAr, 5FACE TO 5F- Mlk 12' KPER THAN AJ'fPLJAW-r=. 4) A10 PLATr- OfRM DY 5UILPM 1, (427 77.- SM3 , 44M 77 77 PA K 16nFL 32"6 1 Pfj 4n,9 a-u-411INg IZ5441111 Ir-2 I MCTC1 692 LINTEL SCHED. LINTEL LEW7TH TYPE COMMENT5 NO. L 1 IT-4' Fib-IBAT ALLIED LINTEL: A-15 L 2 71-6. 8fl6 -If3/JT ALLIED LINTEL: A-5 L 5 5FI(2-15/IT ALLIED UNTEI, A-5 L 4 4'-6' aFib-013AT ALLIED LINTEL: A-5 L 5 L & 4'-b' 71-6. 5FI&-05/IT Fl&-IE3/IT ALLIE'7Li A-3 ALLIED LINTEL: A-5 L - 7 4'-ro' e,1`16-05AT ALLIED LINTEL: A-3 L & L q 4'-&- 4'-/, r- 16-O5AT aFf&- 0a/1T ALLIED LINTEL; A-5 ALLIED LINTEL: A-5 LINTEL PIA&RAM NOTES 16c[:2. 1) SEE FOMPATION FLAN FOR FILLED CELL 9FA44146- 2) 5LE 5H="AbJ'T=OR LINTEL TA5LF-5- RNE- E GINEERINC9 011T- LC<,AT10N AVC - K 96X36X4 COWS. FAn L-- 7 v— MOTE: POL15LE LINTEL 0 6A5U: END TRWS5 DETAIL 5H- AB-BJ (ELEV. VONL`r) L- I LINTEL PLAN 4 M m too A U CAST-CRETE SAFE, LOAD TABLES MATERIAL5 I FOR GRAVITY, UPLIFT & LATERAL LOADS 1, f:c. Pr PsI' 2 tc pr= 4, C011-t6 (C`i`-U) Per A5TH C"10 K/ RboField rebm- per A5TM Ably 6F-40 or C-R60 b. Press ..,hg trar per A51-H A4tb grade reati" 152 i,,kW%A5TM A510 TM C'2-10 hFa H or 5, OE NOTES I. f"-ovwe MI mortar h-0 --4 bad joln- 2- 5hore fttU-,d Itntets as 5. Installation of lintel t compig with the orchftechral ond/ or al draw 4. Utels are m=vl—Wred with 5-V2' at the end5 to = corrimadate vertical Ceti reinlorr" and A 5. AIN llriteI5 meet or exceed L/560 vertkol tl'- 4° and longer r0th a nom1hal hel9ft of 8' meet Or eLA80- 6, Bottom field added rebar to be lor-oted at the bottom of I ca - a'o=c 5tirrt' P5 are welded to the bottom steel for be P' ovtdad In composee lintei In flea of concrete3. " Nasor" units- 5ale Load rc Zr bosed on rational do5icy anatyrsi5 per AIIA aiaand550SAFELOAD TA51-E NOTES 1. All voon mWftwm 4' bearing, Ex4zPtk1r1 Safe load5 for unfilled litels ffwst be reduced by 20% If " is less 6-11.2'- 5ape loods for all recessed lintels based =nomlnol bearing. 2- NK = Not plated, 3- 5afe leads ore total all to load on the section specified. 4. Safe cn grode 40 or grade 60 field rebor. 5. Addiltional lateral tood -rocity — be o'—d by the 61-519— N provk" addlonal reinforced mosorry above the precast lintel. 6. one #1 rebcv- may be 5,t+ ttvtcd for two 45 rebcR-s In 8' thitels onI4. T. The de evaluate concentrated loads from 0",- safe loadtaloles by col"Ic" the moximwn resisting moment and shear of cl-awoq from the face of ssppart. a. For composlta petal heightst shorn, safe load From next lower height, q- All safe, hods In vnits op,not per foot- 8" PRECAST -AL- ZLRECESS --D00R U—LINTELS REnk-E VALUE BY 15% FOR GRAPE 40 FIELD REBAR 15 REBAR AT TOP FILLED WITH CzROUT / U = UNr-ILLEE) MIN- (1) REaV allANTITY OF 05 REBAR AT r3 1-U2' CLEARBOTTOMOFLINTELCAVITYFC'-J)F16 - 1 E3/1 T C11-11i MIL WIDTH -j NONA LQUANTITY OF 05 ZM E il T-1 6ROUT NOMINAL 44EIGH REBAR ATTOPREBARAT BOTTOM OF LINTEL CAVITY 1-5/ i3-AC-TU41- BOTTOti FZED,W-:s F1f1, OVIDF-F-> IN LINTEL VARJE5) a' NOMINAL WIDTH T' FE DES IC=7NATION 8" PRECAST & PRESTRESSED U—LINTELS 8" PRECAST & PRESTRESSED U—LINTELS REPUC-E VALUE E3T' 25% FOR GRADE 40 FIELP REBAR I KInTE- - I ALLIED LINTEL TABLES MATERIALS 4 INSTALLATION L robor In precast I C-Rbo per A5TM A615 Z robor in poured teon = A5TH A( 515 5. !"o for =t llmeI5 I 4, F'c for field concretes -5000psl 5- 'anrr.te vnits per A5TH -,-40 mortar 5 t"IaMA5TH 0210 re HL71: Richard , me —an' P5, F-Iddle-Ne" lnw, 1. 0—re all composite lintels 4- Qr-, b. '41 4omposda beams calculated with 1415 q. z1floads bm.'l on & 5' bear" 4' lo - all in =P il` ea loot 11, Its no, In9— 1= ol :!-=0.d FIELDFE5AR 5 GR -40 Of C, 5X4CPETF- FILL FIELD f 5AfR 5 GR 40 ALLIED uNTEt- No. LENGTH 8")( 8" LLED UtM 8-X3- FILLED8'X 12" FILLED 8"Xis" FILLED 8-X20' FILLED 8')(24' I FILLEDa'X28' X-32" FLIED A-1 21F-- 9,54q 6253 10l25 12000 12000 42000 12000 120J A-2 vry 5eae, 385a 523-1 8552 11440 12000 120oo U000 A-3 416. 20el1 1414 336-7 4616 6486 226,4 J 0601 11424 A-4 510- 1125 l080 1510 24e5 3556 519t5 4631 5350 A-5 402 1056 18144 2542 5214 40211 4390 5522 A-6 44' 656 63b 1112 1534 1444 2456 2402 3346 A-1 toy7l 484 485 843 11-70 1522 te57 221-7 2556 F -- 14 5o2 u 125 Z: 100 i 1550 20022455A-11.21a, 421 4i5b 1224 tbC4 A60 2560 5024 2121 A-10 F' 374- 5- 13 4111 T141055 1581 IMa 2341 A-11 14,0, 542 3_ 73 6.0 06 1253 t5jo leoa 20qI A-12 94'8' 305 554 615 1542 ROD 052 16,24 iall A-15 t-l4- 212 2' 55 456 V) 806 486 Ree Ow A-14 11q'4- 251- 0 51F, T3—a 1405 L-Ab lq&O A-15 1 20'0° 225 365 4-73 154 1052 e— o L --ij u -C 1 g 0" h- U- W-Al LL LEfaEND 1612 OGK YVALL 0 8'-O' 5TUD NALLO b'-0" 5TUO KALL w/ iWLLATION HANPIr-Af AC-r-E5515LE BATH I 0' X1 'CIX4" f'ATib -- OFT LOCATION A/G W 3bX36X4 . AD i 6`S '4bX!" AT_ IO ZEL FATIO A/ FOOL Feex) 25 SH (+2/ -24) o 1 # _.. M5 . BEDRM. GL6 S'd t ATiG d# 9 c aaYEta vEnsT 1T-4- _ 12'-7 -8 Q Q rr FLAT/Gcl-2- if§ A/G COND. Yv 3&X36X, GONG. FAD IN 1) ELEVATION 'A' -'+iOM: SEE PARTIAL PLANS ON SHEET ELEV- I•+ NOTED OTHERKSE ON ALL 5) AIR HANDLER TO HAVE Mik 4' CLEARAW-E PACE TO BEJt r THAN APPUANCZ.t BUILDERPLATPORM s S GL6 ® 8'O FLAT/' AFJFET 7 '8 StFOLD / 2565 A Z-- KBLLATE 23C4-d M.T. OYCRsTvn (TYF) I'-O 3'-0" 5'-3 cL ao FLAT T-4" R aia.2rx3vq TA3ATG ACZE55 3'OX F1MV LoaATE;V 21/ - M.T. -- ANT Y s 2-GAR GARAGE wc °/ C4-6 ® B'O FLAT/ C oW-- d 1S WoXi'O O.H. CZAR DR. 21/ -25) ssm ASV ' bobs sir. a 20b8 IL 2aba 1 COUNTRY I 5. 8 4T KITCHEN stC3 FLATNFNYL 4 7 CZi C( DiN. ra! D#5 1 i(eAA u WALL U ca 6-b" - s " j a°- TR. BATH 2R4R- - GLG. a VC FLAT/VANYL 6RF-AT OOM G 1 6L& 4 VC FL /CARFE7 TP. Py T„p!5}+IIi. m BATH st2 Ci-6.. b'O FiAT/'INYL Tpia x r b'OXb'8 BIFt in B1eDROOM ;#g LLG ®6'O FLAT/4A PET E6R;=55 As 2)25 SH BOTTOM 15 48" O G. LINTEL r 3'-0" 7"-0" 7'-0" 20'-0' b'-O" 14'-0" o~ FLOOR PLAN v4'-I'-O^ I s f28Vqi 1 t1? f9 e 5'aa s y E it fi.Lr. y gC4gZ j} a./ b # S} CD 4 12 0-4-1 ALL FLAT QElU Stud 8 TC LIVE- 20 p9 07cDEAD. 7 ;ZacLNE. BC DEM 10 E!!f TOTAL-- ;57 psf Pr- 1-25 8'-0" PLATE HT. NOTE. SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS 1) USE (1) TYPE *r-' (OR WEELE TIE) FOR TRJS$ TO FRAME U41- L OR :-O CTICN LRLES5 NOTED OTHEFW6E (UN0J 2) USE (1) TYPE 'A, (OR WI-ERCM1iAWAEN-F TIF ) FOR TFA15S TO BLOCK W. 44-L CatImCTION (umo} 3) LVIE Ep-4Q644 (OF NTEFC44ABLE TIEFOR ALL JO15T 444t,Y F-R C44 CTION5 ( LNO) A) USE. ( 3) Vod OR (3) 134 . 3 114' PA&ELODE CAN NAEL TO FASTEN JACK To 4V GOZVER. (T45) F,) GABLE TR.15656 REQUIRE W TT'FF 'A' OR (1) Tl'fE 'C' 5TFI,4F AT 4V O/ C FROM CENTER OF TRUSS. e" ALL SBELOW,.tRDER TFlr--SF-S 544ALL 5E EITHER GCTED 5"--CK SPA &TRAf-. TOP AND BOTTOM Vq AT)DITfON To OT4 F-R STRAF-pR CI4 FLAN5. SIMILARLY, 4X4 POSTS RFOURE (2)-5P4's ON EACA E>10. 4X9, POSTS REQUNZE (3)-'F4's ON EACq FW1, 1) BcUOrl 4V, ALF OF MTSTRIJ66 SSHALL BEEITiERa 4TLI UiRAPPED p- DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL 571JO OR POST DEPENOR(CON AL ENT OF 61RDER AND 5TUV,5 OR POST BELOW SEE I 05T 5TRAFIF*4(, ON W A14D 7d FLR. PLANS TIC ECIJIVALENT MAY BE eU56TITUTED FOR POND NAIL EZ C-#4 Ts, BA 'NAILS 7--NAL E> E SPEGIGATICkav FOR WOPCOI, : ICT&ON I'ROM 46TRI. TABLE 8,0. - 'NAJL5 AND 5fnKF5 - LATERAL LOADDE5$ G04 VALUES' NA (f_2 IL 6F ZAP, VALUE 8d )03- lod U5. 1&1:1 WY L- LJ ROOF TRUSS LAYOUT l-A7 IUA 0 WU) Z) cl' F- u- 0 0 I za 5 Mft- 2004 u 11' s 5TR MULE -5 1 S M GODPUGT DESCRIPTION OMFTINJANGE FASTENERS OMAX.N LOAFS L555.) Sf' E A META18 CONCRETE STRAP SBCCI 9603 1 I 14-10dx1.5", 2 1 10-16d 1500 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TST TIE NER 413 14-10d 3116 1000 860 Q LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d 6- 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" --- SBCCI 9603 18-10d1 2} ATR24o x 8" 5955 1885 1355 MN MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-1Od, 2 ATR 340 x 8" 6050 -- 3145 2260 MG 0 0 R MBHA3. 56 11 25 HDBA SP4- -- SP6 MASONRY HANGER 12" HOLDO TO 3" WOOD TOP PLAT ANCHORS 4X TOP PLATE ANCHOR 6Y SBCCI 9603 NER 393,469 NER- 432,443,499 NER 432,443,499 14- 10, (2) AIR 3 4'O x 8" 3 / 8"0 A.B. - 6- 10d x 1.5" - 6- 10d x 1.5" 6050 ---- 28667 2917 2917 3145 6465 735 735 2260 4650 530 530 X AA HGT- 2 BC4 HEAVY GIRDER TIE DOWN -- POST ANCHOR & CAP 4x4 NER NER 432 421 --- 8- 1Od 3- 16d_& 3 4" or 3- 16d LBP 5/8"0 28333-- 3100 8665 980 6485 700! BB BC6 -- POST ANCHOR & CAP 6x6 NER 421 6-16d 6-16d— 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6_-16d 3-16d 3100-- 980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 11 HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 i MM LLi HETA20 P- IHETA20 HEAVY CONCRETE CONCRETE STRAP STRAP 2 NER NER 393, 469 393, 469 121y 14-10dx1.5", 1 fI 17-10dx1.5", 2 I 14-10d 2 1 15-16d 1735 2130 1495 1860 D 00 MTT28B HOLDDOWN _-- N2393,432 2 24=_16d AND 5 8" OR 3 4" DIA A 4455 4455 C_) fill 5. 1 t 1/4' = Y-0" P-0" 4- X ELeYATION- 17rzTAII-- PECORATIVE 5ILL m 4' o MA50MRY FINISH (TYF)— MASONRY FINISH ON C'mv. TY)FICAL 454127MT FRONT ELEV7A7TJ ON' 1/ 4" = V-0' COMF051TION ROOF (TY-P) 5' FASO4A(TY-F) o' T OB 4' V4, 5001KED MA50NR- f' FM15H (T-rF) VINYL 5KI77ERS (TYF) FLR, 6F- 40E SEE- TRIEr.. SILL DETAIL THIS SHEET OF-F- F,106E VENT (TYP.) ME n I m 2 / 0 5EfR GABLE L RarffE a/3 U09 150 A MLO DRYER 10/3 m PANEL 59ALL ARP- 12/2 03 14 BARE aw, I LrPTIW, GIF, 14/24 Un TO FPL TRMS I a' GIRGUND POP 1&92 ELECTRICAL RISER PIAG, / il-:"-,O A 4 WIRE 5VG, El 16132 PLUMINC; R15ER ELECTRICAL FLAN NOTES 16'12- 1) AIR HANDLER TO HAVE MIN, 4- CLEARAW-E ON ALL SIDES AND ENCLOSURESPADE TO BE MIN. 12' Y41PER THAN AFFLIAW-E. 2) A/0 PLATFORM BY MILDER 5) MSTR, BATH FAN To 7VRN ON )141TH LI&HT I x OPT. 1-01—ATION A/C COW Yil 36>0&X4 PAD 12 e f I fits ICY) co IT, b5c d— d—iq br- sheet 7 of-- I it 2X - TOP PLATE DETAIL PRIE ANCHORAGEl- BAR E gg 9V 1 51i, ETa £ TC) EilT. 38n S' SD. g C{T}P. SPACING) w3' 12. 2Xe P EFVE TAPOON: 31W • 12' O.C. P i e BASEefaapm5mmTEXP. $ T. r2 as' uc - $ Top 51- BM ; a1/} . 5 METAL WALL ; q J-BOLT: 1/2" 0 45" O.C. D. s TAPC EXPANSION BOLTS: REINFLORaNG DETAIL TYF. BAR TOP ;/ SHE STRENGTH X PAWLLBR S3 STRENGTH Aid. UGH GHT X TES REPS T # 15G- @/ c m SEE FUL011kTION/' SER ¢ Y INSEDIA0MTS,TNCSE G SPECS 5; LAP i / c 1_1fz- 147FOR T SIZES & T£ AL. _ >INWORMXTION 51 aR }# mlffim EDGE AI,LOWA9tE Aft ABi£ W , y ' FTJS¢)Y} ATXXd PLAN PROiXICT LOCATIONDEPTH DEPTH DISTPiXt3T {/ jF"' jj\ jj jj-{ [jj NOTES J T (¢" C S itKs CCBmT. { TYPICAL FOOTING f ' DETAIL `./ E } V E 9 \ 1 l V i L. iJ V i.l RA -StiLT ( ROUTED 2.5" 1/i %.5" 761 LEIS. 17G5 NTS. TE. 3' 1 2' 2.5` TWI iBS 2537 LEIS.ENGINEERING -. V0;nV_ A& ' ` _ _.- _ - GENERAL i• n FAt{"4,SEE PLANa1 - - v. a. es1e13 ra n szns L LIVE — LOADz - Pei sTszs CHAR BCOCX ', ROOF: 20paf FLOOR- f STAIR- 40paf ' SINGLE CWRSE UNTEL s ®3 S , - 2. IL SPEED 110";T.h 3e<ac,. uta CHAIR BLOCK UNDER FRAME ' 3- ALL WORK TO BE IN ACCORDAKCIE WITH II-E FE.G.2 V . Q CH 44 ONLY WRITTEN 5 D B7 THE ENr- R S}fALL BE FEfd'49TTED -- mrs. w wx GoNcRE TE THE FXIED CELLS CAN EE ACi 3 STRICT ETw uw tads EIY IV • S f rsATCH F SLO aec m ; L ALL TO BE INAcCORDANCE STRICT THEi8 ! 1 PROPERTIES AND T-1FU_ A GH 1 we .,ms e:. 2. Mix CRI LOAD }R OR ALExT 7 ^ l ALL T7"F ! . (A5TM C 150) p/y AND 94TOTHEFOUTIEFORALLCBBS .i SSIYE S TH ®28 DAY$ BE Z r00 pef FOR SHEW ON PLANS H}T PUT FILLED I< THE FOOT N pc1 t110AU --_ PROVIDE5' 3/ 4'% '- WATER RATIO $Y -}T FOLD: itiE BOND BEAJ1 AND j 7} IE aTitL +T * ` SPECIFIED NOWAR AIR aoor muss s tea` s SSP1E D 00 vy.1TOp OF SDND BEAM Gi roams koa EY T}atpcl) mbi 0. 54 SLv-p-- SLAH ON GRADE 58 5° 0. 46 0 TIER L- 'At1w iCfl tNTERiOR CH3tANEY DETAILS auDEPOTABLE r 0) eSCw. - sAni L GR. IGKET '-_ * SECTi i TNRU TidFY 3, PROvDF ILE}GidT ArC GATF5 54 COM'L}ANCE UATH TIDE P,EGHSI T5 •C FROIAEF 25' {-}+ jf f '(`f-, i1ETAIL CP A5Tm C 33, I TEES (TYP) - 4. F45ER"E-134 FOR SLAB TO BE AT A RATIO OF T5 LBSIYARD- N ON DATION5 U ) MFE F A aZEKED F. Ch1A.ED FUR ON ROUF L FOOTW, DESIGN BASED ON MN L SOIL BE FISSURE OF 2000 P-f. FILLED CEi.L L4/- j FLAN "Ra"DE 2, 4 ® ALL PL PANEL F 5 A 2. P FOOT94G ELEV ATLON N DIS D TABLE OR (TABLE T i) ><5 vFIziFAL { — 6" CAL! WALL-- !df+ 0..5 ®a' oL H.k2 81..C1=tom Z p-- TIE: R L BENOTIFIEDAND3CES5ARYAD,35 BE MADE R MI5 9d5T1 S-TIOdiS. eG R41L5 AT 4' OL, OR ad HAAh AT b" Or-OR3, pfCEPARATiom OF Ti-E E TO FOLLOW RE A O AS ll- D OVA . T HAS WALENT Tr- M NE GEOTECHNICAL REPORT. 501L, ^9 1 AT EDGES w t17 L AT E1S 4 NSTEPS WALL FOOT SHALL NOTEXCEEDASLOPEG_ 1+ A9 } "4 ANP& OC,FIELD OF ( V F9f2 DR74CAL TO (2) ZOWAI_ Efi3K'( CFEW45 WEAR 5. S To A O} D Ti-E RISK D TO THE STRICTURE.T NEAR FOOTING - -- CAUTION L BE WED N OPERATING "'ORATORY ACTION EOU TEP OF FOOTER - - -' -:.,_ Sii1+ Y,s STRUCTURES Y BEAM43/ 5' E O' O LN TEL W/1 / 5 BAR _ _ - - r? v, EXt /^gyp, j'Y TURF 2X STUDS I , 450 R 1 w6' O.C. WF" J Y O _ r.ax us nncrry g L DESKN, MATERIAL AND fR4'7Ah:.F1iP SHALL BE Id ACCORDANCE UATH SHE AC1 5TANDA3D SIMSESTF= Ffi'CfXY E3<9- 9IiSY9.D SiISTfJ1.» IN . STRICT ACCLIRLIAIEF MNTH T1E Pb" MFACRRER'S - ' ._ _ ___ BE FILLED SHALL BE TCxRQI1TED ;iRiN ) G R£tE. fH t0 i0 5Li ) 4•- EITRLDP-n CODE RE STFZ _ S AG 530/ACI 530 2% P:7. W .i- B.T - 3 CELLS X=ATED TO 3000 Ga L P -EL 7 Fxp, g T - — mar. _ 3. Pf; `WDE 25" LAP FOR STEEL - ALL LOCATIONS. g 48" O-C. SEE _ 4. ALL CELLS AOJ TO RS, t AR R TED LOADS - AGf y - SHALL COWAN VFRT} CAL ATI SHALL BE VT" CONCRETE - MISSED FILLED CELL DETAILOMFC s DnE 4 T pO5. TE BL S SHALL TO A67M C-90 (28 DAYS TH 2O00 pet) (f`—BOO RTSCAL FXi£O . a..__-_ CELL W/I# 5 BAR '.` - 6. LAID BOIV BE TYPE 1L s • {x r_ iz '.. Q 1.. ALL RED Sd IALL BE GRADE 40 IBdLESS UALO. a UILIFT I Y OD - } r' FROM TRESs TO PEAT. T TO CM EXTERIOR WALL SHEATHING ROOF SHEATHING NAILING — s SHALL BE DE DETAILED. AND CMU 70 EXTERIOR L ALL4ECFRAMECNECTi N S NAPiING PATTERN DETAIL PATERN DETAIL FABRICATED IN UXTH TIC F£ s CUTE R4 THE LATEST ¢ L 2 7 4 EDrrKN OF TFE NAT DES1Ca4 SPECIFIC FOR C TR3CT}ONA 2. THE 5 ?MALL BE SIZED AND DETAILED TO FIT TWE DIMENSIONS AND LOADS INDICATED. as+ AN A' STRAPS ALL DE SHALL BE IN 114TH ALL Y L S E, O 11'1 IF ASS BY TFE CaDE. T SEALED BY p +ti a( OR FORECB-TEN AFTER THE POURMB OF THE LINTEL BEAM FRE-EWEANEERED gib+ $EQ FIEVIGLASS A LICENSED F' ES5IONAL e4S ER ARE TO BE TO THE 041-IE:ER FOR AL- V If AT TLC CY98 A I FEii OVER i5 fEiT O'dER 7rP5' O.SB. 3, R4s t0 T7 rc SPAN d TH£ ES BE AS $$dlf 5 mom.. TI 7 Sb- O.S.S. BC&UPEO BY THE STA THAT FOR EACH MISEED A' STRAP ixYP. UON) WOOD TRUSSES TRUSSES ST BOTTOM'? OF RqCF T S A D UP"LET T`.IOAt a CIE Za7 GALV. R- 19 MO L AS SH ON TRUSS 06 PLEASE SECURE EACH STRAP fSSIRTHEOTHETFOR TRt TQ SAT ON AS LAYOUT 4, FOR 5 - PROVIDETIE TOLL GRADE SFECIES A['r TO THE F¢ 7-ET ¢ R-19 N iX2 P.T. OVER 1'%8 £AR. SOUTTH NOI X/ g g$ TRUSS LAYOUTACES DRY USED AT35% MAX 19.. C. GRADE NO2FR P1! T S THE TRUSS rAIWArTURER. INSTALL ALL sQ} 1X2 P.T. OVER IX8 !jil 7 FITH I -VT $$ 1/2` DRYWALL MR O'tlER 2X6 OVER 2X6 SUSFASQA A AND ASOA W/ W/ CON T 5, ND>ED B d TAi FOR EACH UEE Bps RE LS- f S ji YWALL X2VENTED-ALM 1XZWALL SOMT TE ) 4 1 DYER R-5 idON OVER R-5 IdSUL LkjiEL BLOCK ALL BOLTS W (V 45 — C79d YNLL 1 TEL W/ W 5 BAR 6 LENIG ASTM A-301) UXFH i V2' DIM1 UUb0, OF 1/2" Lri TER 6' IN LOGEL BEAM . 1 J5 BAR fl TOR p{ECgg„1 ((1} sAND LI+TOL T W/ {7) f5 WdER 6 F7 GREATER T, PROVIDE OF SUES AiNV CF SPACINeSS SWOW OR E NOT Y OITem 3-1 AAB # WA/S ONR R3 MOCK 3-/1 Y tC. SLAB 1 L"TW, STUD i-EIGF s CI -ART. DP NOT SPLICE STRUCTURAL MEMBER" BETWEEN SUPPORIS- OVER 6/ OVER v B m: sflaisal a S 45¢R 6 U V MASONR,( OVER e. NAE-Nn, AS TO Y UTH TI-E ATTACH T OVER TREATED Orl FLOOR PLAN BARRIERTREATED OVER Ctdtl Cddii (ROCK W OAR TSE 57 A 7ILD4Xi GC7L1E, LATEST EDITION. EVERY ACTED FAL GAuf O LflCA OTHER ACTED ET91 ON FLOMPLANg. 1/ 16 " O NOTE, r ED IBT . _ r .'.• SEE D+ZAAM'466 FOR NAIL OR x -i PATTERNS- aMcs IN S T E 7IE AY 5, #.. AOE a- I. 20 04VERIFIGATI OF FIELD CONDITION S L OR SNALL VERFyALL, TI}, E TO f s 2 i 5 BARS- .- A 2 15 BARS - StK.N C.ONE>17RONS SHALL BE CALLW W TO ATTO'TFICN ANID fiEC£,:aSL A13,X$ , }( MlSSEO pA" STRAP [)ETAIL i V WALL SECTION Nq#4DC}W - CtdO nE R mue I+srraUcnaas, t A WALL SECTd - Clitl; t STORY; A 2 FOR T> OR CA- OR A 3®T STEEL) 7 CoiJRS£ UNT£L-MONOUTHIC ONE STORY- OUT#TiC 3 2X4 BL C4 ALL 54DE5 OF TIE t4TI4 a Napes AT 4" R : - a 13 ru I W5F FIFOUIREIt-IENT5 AFFLY JWEN UlNpctuf DOOR V%NUFACTWRER°5 FASTENING. EM40C, SS NCT SPEC PTDC FOR v SEE mAN&FACTUREf;6 INSTALLATION MTRiCTIONS 2J ALL upc>OW 5"m "rlT IS-- FULL UNOT44 OF SAS41, J MTALL 3/W,' CL4VETER SEI-F TAFI'W. C,OW- Ak4C$4ORS E<RT f21) D40-C-S MAX FRal ENDS AND 24' ON CENTER MAX V I V4' MN. EMBM NTO 5LOCK FASTEN U94>00VOOR TO PT 5UCKS PER TALLATION 0457ay-Tvom ALL UMr>CW SM'15 tl-IfIT I E PULL UNDT14 OF SA54-L TYPICAL BLOCK OPENING DETAIL FORPT FILICK FA5TENW-i AND 35 P5F RAT M) (WO/03) FLOCK REOtfl , PROVIDE 2X4 BLO(--KfW IN THE FIRST TPFEE FfRAMNG SPACES AT 48" O.C. AS ER TO BE BLOCKED AT a&' or-- OR RAT F(N- EA5TENTW,, FASTEN FLOOR SHEATHING TO FRAMING W1 tLqTW Bd S OR ad NOT [AFI'ErD r--ALVAN7EE) NAILS AT THE FOLLCWIW 5PACft4G; 1) 6" 014 CENTER AT ALL PANEL EDGE FRAMIt tG 2) 12' ON CENTER AT ALL lNTERl'lEEAATE F1W FLOOR V5POWN - 24- O/G) L BLOCKING a 48" O/C MAX iN FIRST THREE FF, 4MIW-zSflAC-E,5 4 O-C, THEREFORE FLOOR 5RAGING AT ENIDWALLS P- T. Z<& v vr Diltt I? BOLTS - S> s>% Call. (TTP) F 415-MW 6- M SIEW, (TYR) P.T. W RLW CUINAILE) v e-vd NAILS P-T, 2X6 v w 1? 50LTS - 4r MX V 6' M SIBEC, rrTP) -- MANUFACTURER GA BLE - 1: TRUSSIMPSON A35 @ 710' Z' CDX 2x4 SPRUCE: DR BETTER LATERAL BRACES e 1E STRAP TIRE 'Tr 0, C. ATTACH ( 2) 16d TOENAILS (4&' a r- 3 10d NAILS 4' a C. T=_ 10d NAILS E 4- U. C. 2x4 DRYWALL NAILER DOUBLE 2. 4 TOP PLATE TI, WDOD FRA111146 END WALL 4. a C. 2.4 LEDEER TO KA17H All-- * L' BRACE OURD SLUPE OF = ATTACHED W/ ATTALH TO 4EBS 4TH Ellr.TERS I 'Na AILS Or (X10d@014C. TYP. t --- CABLE TRUSS WEB IE- LC T 10 N f[;T SiCATHING 2x4 SPRUCE OR BETTER LATERAL BRACES R 4-0- 13, C ATTACH (2) Ird TOENAILS NAILS 2 4- RC, 2.6 R T. SM.- DOUBLE LINTEL P GABLE END 5 IN EACH CDURSF BAR SEE PLAN FEN LDCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE ENI) WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER V BRACNG FEOLWEMENTS STIIBI NO Ell 4E lyE Z14L' BRAEE Y-0- 4`5- 4'5 If-51 If'-0— Is-bl, 93, - t--- e No-TF- u, BRACEPkSTEXTEND AT LEAST 90% OF WES LENSHT 2,,4 LEDEAR TO MATCH BOTMM ENoRv %OFE OFY65OR TRIE6 ATTACH TO 1` "TH LLIFSTERS 2-4 BLUCKING R 49' [L C. OF 0 Od NAILS ATBRACE L_ ACHEDW/ 10d NAILS 4' a C. TYPICAL GABLE END BRACING DETAL LWB SPEED 100 "HMEAN WALL Wr-,UT IF TO 30`0' ROOF -1i4EATHRk, OVER TRL SEE NAILIEn ZGNES) E5AC-KNAfL W1 ( 2) K-d NAILS L' 5RACE To EXTEND AT LEAST 30% OF UEE, LEWGTH (5FE TABLE) 2.4 PANEL 5LOCKtC, - 48' OL, FOR THE (4) ROUZ OF TRIJ-515F5 FRO4'I EA- END TYP AMU-ED W ( 2) Vgd TOENAILS GYPSUM WALL 50AI 2.8 P. T. LE mm OR v2- czx 2x4 INA`- BRACE OC. V (4) W' d NAX-S, v EA END RR5T TWO BATS GA5LE TRUSS 06 KAR-5 - 4' OG LMEL ® Cs. E END MV 0) S IN rAI734 COURSE V2, x a" UEDGE ANCHORS 32' O/ C a W Aivw" Ya- y PLANS REVIEWED CITY OF SANFORD I S 5 CTFY 91" LAMPORD mxmn Jvlti Atjilvm: Aese'ripliep o: M"w* Mimr 7 Pfnmii Type, Builcluq- Bit jr gi mbim s' iFinSs,6,tiklol' 67M/A3le19T7Cal3gc C, 5eTlvn- o- JvP. T jv"g l4tP fDlo,i 14 gJ N e C o m Selve: Linv" "C 0 't CT—" ao WPT AT'Nulb up — R -n' Irg tint KPI -Av -'Csidc k"i of Core -76? 1 06,smpmncy Type: Inde "u'if 70m, Cohttructiou T". 6: of Swim Fifqmi Ulan: orm [I(_, (hats parcel N: Ovyners NPfac- & Address: COCIEF Wor N2,me & Addrvm vhc.'e 6 Fal, ---L&KEJURY,cM4f Bonding Company] Address iorcgage L end ee Address: Attx, 01 Pr&-'O 01mv-3hip A LAW-,af Amcr6pithoia) L i W--l3—K7U -G-TELW RUSSO- paM32448 Phone, Address Apl3ificabou is hevelay mask to obWm z fln-ma to do the work and iL$ incile"I" Fee 0 - thaD-) i work C)i msLalkmon has Comn lrT iol 1(' Ow el issuance ofa ' perl"it and thai all WG,-k mrifl b-, P'-rlorn-r-d to nxw ik;m'jssPdS ofall laws rrgmlabag rMsveirnon to thisjunsdjOlon. 1unelc nd that a sc-para'k, perrnif must beseats,-,ed Toy ELEC'TRICAL WOR-V,, WELLF, POOLSMURNACE-S, BOIILER, HEATERS, TP-J,JKS, and AMCONDMONERS, etc. ccrt-" N that all of the foregoing w'Tsij-F'-Moon is Pc's<grTjqc and flha' W I vlo0f' Vill be dot)c in comp I iancf vnth ali ap p) I C-0 I(% law:, yo]tijrir' c On S LTUC-6 071 and yal I i DE, WA C TO 0 R; Y 0 M F M UURE TO RECO RD A -N ODC E OF COIRM ENC T- T'WlCtE;T'0RtMPR0vJE-MET1[-' jvAFti T PLA Y IGFESUL )),_1 '1 i I) )'A tP G I C -YOUP, P 10l` E RTY F, YOU DI TEND To OPT fir; Y P 114ANCFNIG, CO-M -N U LT Tt t- 0 f R'LEN D ER ()k /'j) ATTORNF)' BEFOP—E RJECOR-DrNG, 'OUP NOTICE OF CUvuvEj\fCE-mE)\1-j- Y 1, bf-QIJCE: In addition to o mquiTeroe-nt-S of this pemnt' the rmy be aelditiana l resthctions applicable icuilis P, pprvy that rifiother gnd in the puo) ic - is 04 this county, and there Tm'ybeadditionalPermitsrequiredri-of-o hev govCmMeotwa- d frarhes such as im-man "MfoAcceptanceofpermitis vecafion chat 1 "' n' notify "Ile OvMcr of the Properly of the C)PP S 1911 a u T e 010 -n c t /A e n i Datelurt kior/Agent Da I e AP, cc) nm ono cior Aa.encs ate of ' 111-in" Noll r--Stmda Date S1-3iure of of'Flonda Date 0-ner/Agent is - --- Vc or Ccmr-,iclor/ Ase- k11`t1"—"o-n3'h, Known to Mc or Produced ID Produc Cc D AITLK Al ONAPPROVFJ) l_ jY [jid, Zoning Inmal & Dai,) 111111al & Dalo Irrilial & Dal. C, Cwl r, ondit(on) MIRINDA AC,TURNER REXP',"E CITY OF SANFORD PERMIT APPLICATION Permit ti :_ Date:_ Job Address: 1 _ Lot # Description of Work: New Single Family Residence Historic District: Zoning:__ Value of Work: $ Permit Type: Building Electrical X Mechanical Plumbing __ ___ Fire Sprinkler./Alarm Pool Electrical_ New Service — # of AMPS A Addition/Alteration Change of Service _ Temporary Pole Mechanical: Residential Non -Residential _ Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Dines # of Gas Lines Plumbing/New ResidentialW : # ofate Closets __ _ Plumbing Repair — Residential or Commercial Occupancy Type: Residential _v," Commercial Industrial Total Square Footage: _ Construction Type: td ofStories:,# of Dwelling Units: Flood :Zone: (FEMA form required for other than N) Attach Proof of Ownership & Legal Description) Owners Name &,address: CentexHomes 385 Douglas Avenue, Suite 2000,__ _ Altamonte Springs FL, 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric Co of Florida 4874 S Olan e Avenue Orlando, Florida 32806 State License Number: ECO002494 —_ Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay_ Phone: 407-851-1220 Bonding Company: Address:___ Mortgage Lender: Address:__ ArchitectJEngineer: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. f 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. 0WNERm _, ffl)AVLI 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 TWICT FOR IMPROVEMENTS TO YOUR PROPERTY- IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY HFTORLI RECORDING YOUR NOTICE OF COMMENCEME:NT- 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 emities such as water management districts, state agencies, or fcderal agencies, Acceptance of permit is verification that I will notify the owner of the property of the requirements 4Lr. FS 7I Signature ofOwnerl.Agent Date n tire of ractar.Agent Date Print OwneivAgent's Name Signature of Notary -State of Florida Date C) wner/Agent is _____ Personally Known to Me or Produced ID Charles W. Cannon Pt Contractor'Agent's Name ignature of Notary -State of Plot ida qq yTM Contractor/ Agent is Personally n$* 9e of s,'J Produced ID APPLICATION APPROVED BY: Bidg:_ Z_.oning: Utilities:__ _ FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: