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HomeMy WebLinkAbout123 Bristol Forest Trl (3)I ft4VI Paresf 0 Pv';��4ESS CONTRACTOR ,k!)DRESS Centex Homes PHONE NUMBER _ ,3.85.Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 PROPERTY OWNS � 407-661-2176 CGC 049689 PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION ,S PER,NIIT 9— I 9 1 DATE/ U— � PERMIT DESCRIPTION tLZ(---J PERMIT VALUATION - / V, I% SQUARE FOOTAGE c9 / Co City of Sanford Certificate of Occupancy This is to certify that the building located at 123 Bristol Forest Trail for which permit number 04-1891 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single 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 Approval Date Conditions (if blank, no conditions apply) Building: B. Oden 09/17/04 Engineering: D. Richards 10/13/04 Public Works: J. Crumnton 09/22/04 Utilities: B. Marcous 10/20/04 Fire Department: Zoning: Centex Homes Property Owner ..- 10/20/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 09/17/04 123 Bristol Forest Trl Centex Trey 407-468-9155 I'4 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering 10`� OPublic Wor ❑ Fire ❑Zoning ❑Utilities icensing /O a Oj o CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) _ V CERTIFCATE OF OCCUPANC q REQUEST FOR FINAL INSPECTIO Is t 0125 . **** New Single Family Residence**** DATE: 09/17/04 PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 04-1891 123 Bristol Forest Trl Centex Trey 407-468-9155 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering []Fire blic Works ❑Zoning ❑Utilities ❑ Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200� ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 123 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 81, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##' - ##' - ##.##" or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I SEMINOUN NAME B3. STATE CITY OF SANFORD 120294 B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S) . NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of Ilooding) 12117CO035 E 4/17/95 4/17/95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/Al A30, ARIAH, ARIAO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from 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? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 14. 2 ft.(m) ca o b) Top of next higher floor NIA. a o c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) N/A. o d) Attached garage (top of slab) 13. 8 ft.(m) 0 0�- E; o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 13.8 ft.(m) ro o f) Lowest adjacent (finished) grade (LAG) 13, 0 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 13. 4 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o I) Total area of all permanent openings (flood vents) In C3.h 0 sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available, I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME JAMES JAY JILES 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 SIGNATUREii,9/ DATE TELEPHONE 9/20/2004 (407) 426 7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 123 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC 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 agent/company, and (3) building owner, COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN CH IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. j 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) ❑ above or ❑ 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 C3.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 ❑ below (check one) the highest adjacent grade. (Use natural grade, K available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS _ ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) ' The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable iterr•i(s) and sign below. G1. ❑ The information in:Secfion 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 i"Zrtify 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 FEMA4ssued or communityassued BFE) or Zone AO. G3. ❑ The following information q (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 81, PRESERVE .AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC 0 15 30 NOTE: CSX RAILROAD R/W OLD MAIN LINE TRACK 54.74' 4°23'11 "W �6 LOT 81 I 1 I 6.475 SOFT. t `t I I (P I 1 A I DI M a Z D I I 6. T 1 LOT 82 7.5 40.0•...:,... 5.2' cr1 Z I Oi N z N o Ci ri z � CI1o0; N (, r W J yi ONE STORY D O m i �I CONCRETE BLOCK cn RESIDENCE o o O o i I FINISH FLOOR - y ELEVATION=14.15 c E7i m COVERED ENTRY 6.0' vDi Doi is n• -ZI 1O A=2°42'13" L=12.98' R=275.00' CB=S55°44'17"E C=12.97' LOT 80 1 I 1 - -..3, C/W I 'CONCRETE :. I _ - I ,.DRIVEWAY.` I ' 10' UTILITY j WALK IS ir�;.;16,0'-,"r EASEMENT I WALK IS 0.7' OFF I ::.,*:,: `' I 0.4' OFF O I S54°23'11 "E 35.85' N35.36'49"E 7� Imo_ 25.00• -- S54'23'11"E - - - V �/ PI PC //jI•3g30" CENTERLINE OF . 610.33' ��I r RIGHT-OF-WAY I/ t=155.52�,, R:250.DD BRISTOL FOREST TRAIL Cg<572'12' 26 � E C_153.02 50' 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 SET/FOUND ON 09-16-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE L ND 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 NfNVt LAAMINLD IHt I-J.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4117195 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 81 N35�MATf-PLR PLAT (FIELD DATE:) 05-19-04 [FINAL VISED: SCALE: 1 = 30 FEET APPROVED BY: SJ 9-16-04 CKB JOB N0. ASM 39695 FORM80ARD 6-18-04 CKB PLOT PLAN 3/23/04 SDO DRAWN BY: LOT FIT 12-13-02 CKB LEGEND — . — BUILDING SETBACK LINE CENTERLINE — RIGHT OF WAY LINE l4 - EXISTING ELEVATION CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPIN -ERTIFICATION OF, AUTHORIZATION NUMBER LB#6 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32801 (407) 426-7979 OFND 1/2" IRON ROD AND CAP LB #6393 (09/16/04) QFND NAIL AND DISC LB #68 (09/16/04) OSET 1/2" IRON ROD AND CAP LB #6393 (09/16/04) CNA CORNER NOT ACCESSIBLE l DENOTES DELTA ANGLE DENOTES. ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE ' - PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT.TO,THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL 5TANbARUS" SET FORTH BY THE FLORIDti BOARD` Gc�,'P <OFF_SSIONAL SURVEYORS�AND MAPPERS IN, N O iANTER 61G17 6 FUORIDA AOM,INIST_4ftIVE CODE PURSUANT 'IC 6-IAP?ER 472 02,1,-•FLORIDA STA TU TES. FOR THE FIRM JAMES JAY JILES PSM #4997 DATE .-a CITY OF SANFORD PERMIT APPLICATION Permit # : Oq— l q ctf Date: Job Address: 12 361'S%o(r�p5 (- Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing ✓ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Waler Closets Z 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: �er�� e`� f'EOfheS Phone: Contractor Name & Address: k��� �n n� i i 4 �$ ( II�c3�-rr1S +, , 72(;pA!a_ Pt, 32-2�1Z uu {s o State License Number: �' P-C t'o—i /YZ1JP Phone & Faxt lU 0 �l ��5� pp 5782 Contact Person: 4ree_ Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, 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 law,,i mguiating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit; there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the req 'reme s of lorida Lien Law, S 713. Signature of Owner/Agent Date Si aature jof Contractor/Agent L Date iL .John/ r`F Ll 4UI 4Ytot Print Owner/Agent's Name ° Prin Contractor/Agent's XNe �j Signature of Notary -State of Florida Date S' a of Notary -Slate of Florida Date -- "Y:': "y!. FLORENCE A. DE GRAVE MY COMMISSION # DD 164280 � E IRES: vember12,2006 Owner/Agent is _ Personally Known to Me or Contractor/7C " Ilse of.� _ Produced I D °p Produced fb ©"' w APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: k.' LAJ I I ►. Eu I 1 I CER'ITIFCATE OF OCCUPANCY 4.. vs I I s REQUEST FOR FINAL IN.SPECTIO1 a � r/_ �, New Single Family Residence �, DATE: 09/17/04 .�a�m PERMIT #: 04-1891 cr N V. ADDRESS: 123 Bristol Forest Trl =3�- CONTRACTOR: Centex PHONE #: Trey 407-468-9155 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your. inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑ Fire ❑Public Works []Zoning Ue ❑Licensing ' CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD`y, Address Misc. Informat"on�Inquiry Location ID . . . . . . . 248355 Parcel Number . . . . . . 22.19.30.502-0000-0810 Alternate location ID . Location address . . . . . 123 BRISTOL FOREST TR Primary related party . . Type options, press Enter. 5 View detail Opt Description PLANNING & ZONING COMMENT _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 9/20/04 15:12:55 Free -form information PRESERVE AT LAKE MONROE ********* LOT 81 ************ SW DEV FEE $1700.00 WA DEV FEE $50.00 BP-04-1891 PD 5-11-04 SEE REC #6746 3/4"WA METER SET FEE $190.00 PD 5-11-04 REC#6746 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel CITY OF SANFORD PERMIT APPLICATION Permit # : �� �2 1 Q q i Date: W I � ` Uq Job Address:_ '�`, b IS C\ —Rbre( 70Q—� \ Lot #:IK1 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 �— Addition/Alteration Change of Service_ Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential 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: Morrison Homes 151 Southhall Lane, Suite 200 Maitland, FL 32751 Phone: 407-629-0077 Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue Orlando, Florida 32806 State License Number: EC0002 Phone & Fax: Fax 407-851-1226 Bonding Company: Address: Mortgage Lender:_ Address: Architect/Engineer: Address: Contact Person: John Findlay Phone: 407-851-1220 Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the req Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) FS 7 Agent Date Charles W. Cannon Print Contractor/Agent's Name ature of Notary -State of Florida Contractor/Agent is V Personally Produced ID Zoning: Utilities: FD: (Initial & Date) (Initial'& Date) (Initial & Date) 7 PAtTR ILIA A. KADLAC MY COMIMISSION # DD 013205 or EXPIRES: March 28, 2005 aL FL Notary Service & Bonding, Inc. Special Conditions: \,q CM PIT RAN '9-Tw, Job A ddht-C:9!- L i-!Ulor Muic Pcmit Type Bull diing Bjecti,,j A Hun Ie mj Nivv� of AWE Change Of Tunae r,�f T,0s 146W"T I New Commercial. of F, a 11twes V 0' WafeF &wcy Linw, 69 Crv- Lifts, Plu rhbhAVN e" Residenti-W: # of wWI6('C1oSCtS Occupaincy Type: Resi I dep-tial Corn milcial — I Tjdevri�l TO-L,01 01- mate Flootzge Coli2trattiou Type: u d# 5116ries: 0-wmiling (FM -A form re�qzft (01' (bl-tic 1, Minr�,,Xj r 4 Ulm: Owners Natne & Address: . I Contractor Nzme & Address: PISOnLL DFLW RUM' A W Phc, F LA KEY, bonding Company: Application is herebymadc to Obiani-D a Per=,t to do thevyork and installations as indicated. I certify that novvork or installation has commew,ed prior to die issuance of 2 PCTIM it and that all work Vvill bt go - dMiaMO Permit Must be Secured for, ET-EC*j-P 512-4dat`ds Of all 120K's MPIgtiflg coCmstuu6on ir, this urisdiction. ! u-n AIR CONDITIONERS, etc. ICAL WORK,; PLUMBADNG-, SIGNS, WELLS, P001-5, Flupj-4AMFS, BOiLERS,, HEATERS, TfidlKS, and OWNER'S AFFIDAY : I ctviify that all of the fOM&OH19 in-io-m-tanon is acrumt, and that Of work will be done in compliance anct wA all applicald(-. consbrugtiorl and Zoning, WARNll G TO OW, T-M—f-PL YOUT, FAWUPCE 710 REOCORD, A NOTICE OF COINIJMENCEME-NT YLA�l REESULT FN 1 Y ()I Y)' )'/%', TI-iG I WICt FOR NPROVE-MEtiT's TCi yOUR pRopEkTy- EF YOU DTT�IJIID TO OEBTAM HIANANCF14G, COINSPULT WMH MUIR LENIDER CjR Ai-,) ATTORNEY BEFOP—E RECORDING YOUR NOTICE OF CC;,1,11,,jENCEk1E1qT. NOTICE: Jr, addition to the requireir tentis of this perm, it, there ray be additional restrictions applicable 'tc, openy -,my be found in the public, records o' I required from o,,he-I gove-,nnje-11tal enU6, such a ages ny - ' this county, and 'the! e rnay be additional permits T s Wa el trice, state agenciu, oi agtncles, Acceptance of permit is verification that 1 will notify the owner of the property oftherequire o o Lien w, FS 71 ne Signature ofOwner/Agent Date ature 0 > r - Agent F Date 6 Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is Personall, Known 10 Me or Produced ID — -ROBERT G. DELLO RUSSO N, 1 Contractor -Aqencs mme Si"-ature of �UL 2 6 Z004 Date Contractor/Ace-: is'Known to Me or Producec* ,NPPLICA`l ION APPROVED BY: Bldg Zoning: Initial &, Date) (Initial & bale unditions;, 0-01',f[VIISS10N 4.111 FjD 212893 14 `)(W7 Bonded' his Wary Public Underwriters ' ^ � ` V' COUNTY OF SEMINOLE \)�] IMPACT FEE STATEMENT IS13UED BY CITY OF SANFORDSTATEMENT NUMBER 104-76052 DATE: ^~ BUILDING PER IT^ [J// /@�/ UNIT ADDRESS PLAT BCOKn OWNER NAMW ADDRESSa ' LAND USE CATEGORY: 001 ~r - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Constructioo ^ ��---------_,--_---_--_----------_-_-_------_------_---------_-----------_-----_ ^[EE ` BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE. DIST SCHEDULE DESC. UNIT OF UNITS + | ______________________________________________,_________________________________ ROADS -ARTERIALS CO -WIDE Q dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 � LIBRARY CO -WIDE O dwl omit $ 54.00 1 $ 54.00 ` ' SCHMOLS 384O� 1 $ 384 ' ~ ' CO -WIDE O dwl unit $1 1 ^)�> �6{` ` | ` 3TATEMENT ^ '-'`RECEIVED BY: 1I0NATL0 (PLEAGE PRINT NAME) -.... ` ^ , N[DETQ RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ^ i` ^ RE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** / DISTRIBUTION: 1-COUNTY 3-CITY ' 2-APPLICANT 4-COUNTY **NOTE** ' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH 0'iRllii: PiND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, ' TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING ` A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR 0OCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE - COUWTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. | PAYMENT SHOULD BE MADE TOx CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT jWMBEk AT THE TOP LEFT OF THE NOTICE. 4_ ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PElR1IT******************** �� t r\i°/ L�o rx . uu * � (f CITY OF SANFORD PERMIT APPLICATION APR 0 2 2004 Permit # : o "1 1,891 �J� • )pate: Job Address: 1�✓ Description of work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: $ Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Cale. Required) # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water losets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: J— # of Dwelling Units: _L Flood Zone: (FEMA form required for other than X) Parce►#: 22-19-30-502-0001 0 (Attach Proof of Ownership& Legal Description) Owners Name&Address: CENTEX HOMEJ%I O ,DOUGLAS AVE., STE.#2000, ALTAMONTE SPGS. , FL 32714 Contractor Name & Address: —VU1— AS ABOVE ors li C� �St.Vi'e'sAmbe,: CG C049689 tt Phone&Fax: 407-661-2176/661-4089 ontactPerson: JACKIE CAINES Phnne: 407-467-2643 Bonding Company: NA r1R Address: Mortgage Lender: Address: Architect/Engineer: Address: P _ 0. B Phone: 407-774-9003 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental 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 requirements of Florida Lien Law, FS 713. <J / MAR 2 2 2004 Signature of Owner/Agent Date Signature of Con gent Date PAT KNIGHT Print Owner/Agent's Name ri t Contractor/Agent's Name �D. 2 2004 Signature of Notary -State of Florida Date Si nature of otary-State of to a Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bid ga Zonin_: (Initial & Date) Special Conditions: Contractor/Agent is XX Personally Known to Me or _ ProducedlD Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) ,my CCiL1USSION # DD 0. 8590 EXPIFES: ly'OTh 29, 2004 Bonded Thru Notary Public Underwriters City of Sanford Building Division / 6 q02' Submittal Requirements for Residential Building Permit ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for pennit for structures (not fences). ❑ 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement- b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code- C. An elevation of all exterior walls - cast, west, north, and south- Finish floor elevation height as per Engineering 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. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, F3 placement of handrails and guardrails. It Square footage table showing footages l . Garages/Carports - _ -,33.1.__ sq. ft. 2. Porches/Entries _ sq. 11. 3. Patio(s) sq ft. 4. Conditioned Structure _ l_ _ --sq. ht. i Total Gross Arca 02�� sq. ft. 3. Three (3) sets of completed Florida Energy Code Forrus. 4. Sod analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on 1-111, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Ilealth Dept. c. Arbor permit when trees to be removed from property- Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. C. Property ownership verification. f. Driveway permit issued by City Engineering Department- 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under cit'h ordinances. GEAR 2 2 2004 Date Owner/Agent Signatul i""-� ..._ . - Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centexhomes.com SEMINOLE COUNTY BUILDING DEPARTMENT Effective immediately, and until further notice, this letter will stand as authorization for Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for any lots owned by Centex Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license for the subdivision and lot specified below: Subdivision: PRESERVE AT LAKE MONROE Lot: 91 Patrick J. Knight CG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before me this MAR 2 2 2004 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. Notary Pub is -State of Florida at Large Commission No.: My Commission Expires: KIMBERLY A. BROWN NY COMMISSION # DD 098590 EXPIJRES i 4d n ?9, 2004 BcndedTfiui\ 3T' r l;rdervvriters CENTEX HOMES Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 1 < Back P I =�t scmintjr Count t, _ a a, I lot #. kit-st NI, b 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- S3-SANFORD WATERFRONT Parcel Id: Tax District: Number of Buildings: 0 0810 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $26,000 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 123 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 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 81 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1_000 26,000 00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes "' Ifyou recently purchased a homesteaded property your next ears property tax will be based on JusUMarket value. http://www.scpafl.orglplslweblre_web.seminole_county_title?PARCEL=2219305020000O... 3/22/2004 . wa. w.w "Inn mown axa 4t m a 4W041 al 1m awn n M 1 TOM ' This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. M-Z'l' 11 NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE RYA* , CLERK OF CIRCUIT COURT SRINDLE COM EtK 05243 FIB, 1549 CLERK11 S 41 00404F,I43 RECOfM 0 a/229/ 01:45 % 0 PIA RECORDIM FEES & REC(MM BY t holder► THE UN13ERSIGNED 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 in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3, Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: . FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. CERTIFIED COPY M)kRYANXF MORSe &FRK OF GIRCU11 WURT lli r?I.E GO ', MAR 2 9 2004 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 1 year from the date of recording unless a different date is specified) n n ; Debra A. Riggs v OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2D00, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MB THIS MAR 2 2 ?004 BY DEBRA A . MOOS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WVA 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. � a NOTARY PUBLIC .......ACKIE..CAINES...........: 6 t;omm# DD0252902 REF EI�g1/21gonded thru (32�254 Floda Nu.ury.unni.... n ..n..w..0utu .... ... F PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 81, 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) - - [N AAC mnTArr (11R Tn rIIRR\ LOT 81 CONTAINS 6475 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2120 SQUARE FEET t TOTAL CONCRETE 491 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 3864 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 40% t 6 15 30 LOT 81 UP TO CURB CONTAINS 7009 SQUARE FEET t THIS STRUCTURE CONTAINS 2120 SQUARE FEET t CONCRETE 819 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 4070 SO. FT. t CSX RAILROAD R/W OLD MAIN LINE TRACK _ 54.74' N54'23'11 "W II I LOT 81 II 11 j DRAINAGE TYPE A it I I— . — . — . _ _ . _ . — e I , n , e �I .I OI z, Z, nI mI - I P: LOT 82 Cf) 7.5 40.0' 5.2 w N ZI of N o Z. w N c:' 40.00' n z �N U1o� ci CJt J 0 i PROPOSED z 0 m I m 1692 -A 0 0 0 0 FINISHED FLOOR c I I (n° N ELEVATION=14.00 =' { - A/C, n COVERED ENTRY 6.0' 1O A=2*42'13" n y -' - ry ':.::.` 14.0 5.0 r L=12.98 s.o - R=275.00'i— ,..: CB=S55'44'17"E C=12.97' I.......-- . I '..:.:..:...:...::.. I 10' UTILITY j b I EASEMENT I \ LOT 80 2711 - - 35.85) - I N35'36'49"E - - — �- 25.00' - I 55423'11"E 610.33' PI ' VpT CENTERLINE j 30• - 35•3g RIGHT-OF-WAY j i O �C RZ510 BRISTOL FOREST TRAIL BUILDING SETBACKS GB_5721226"E 50' RIGHT-OF-WAY �_j5302! FRONT` 25' REAR: 20' SIDE: 5' �i7.Lr , (� ( CORNER: 15' C9 Y y 'rlF LEGEND c�biI�o — BUILDING SETBACK LINE MOW MINIMUM LOT WIDTH POD POINT ON BOUNDARY — CENTERLINE PCC POINT OF COMPOUND CURVATURE PREPARED FOR: - — — .RIGHT OF WAY LINE - POC POINT ON CURVE - XX PROPOSED ELEVATION OR OFFICIAL RECORD k f PD PLANNED DEVELOPMENT CENTEX HOMES =-� PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE L DENOTES ARC LENGTH - 1., ELEVATIONS SHOWN ARE PER LOT GRADING 0 CONCRETE C:B. DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION _ l5 LAND SURVEYOR PRC DENOTES POINT OF REVERSE. CURVATURE FIRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY ' THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PCP PERMANENT CONTROL POINT TYP TYPICAL. ' ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (P) PER PLAT A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) MEASURED COW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION. FND FOUND RP RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH - .. FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES CP CONCRETE PAD So. FT. SQUARE FEET ONLY. THIS IS NOT A SURVEY PB PLAT BOOK NG NATURAL GRADE R R/W RIGHT-OF-WAY ' IS A PLOT PLAN ONLY PRADIUS AGES PGSTHIS I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 1. THE SURVEYOR HAS NOT ABSTRACTED THE ' NO 120294 0035 E DATED 4/17/95 AND FOUND LAND SHOWN HEREON FOR EASEMENTS, RIGHT THE SUBJECT -PROPERTY APPEARS TO LIE IN ZONE X. A, „> OF WAY, RESTRICTIONS OF RECORD WHICH AREA OUTSIDE 100 YEAR FLOOD PLAIN.' '' MAY AFFECT THE TITLE OR USE OF THE LAND THE SURVEYOR MAKES NO GUARANTEES AS TO THE T 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN ABOVE INFORMATION. PLEASE CONTACT THE LOCAL,. - LOCATED EXCEPT SHOWN: - F.E.M.A. AGENT FOR VERIFICATION. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR I BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 81 _ AND MAPPER. BEING N35'36'49"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM39695 LOT PLAN 3/23/04 SDO DRAWN BY: LOT FIT 12-13-02 CKB AMERICAN SURVEYING & MAPPING :ERTIFICATION OF AUTHORIZATION NUMBER LEI6393 FOR 320 EAST SOUTH STREET, SUITE 180 I �?j e THE ORLANDO, FLORIDA Il J FIRM 32801 (407) 426-7979 GALEIj -K. B LL PSM g42 4 1 DATE rORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1692 LMR Q`:j( Builder: CENTEX HOMES Address: 11WALNUT CREST RUN � Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number:, oq- )gof Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/lu 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1692 ft2 c. N/A _ 7. Glass area & type a. Clear - single pane 152.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 30.0 kBtu/hr _ c. Tintlother SHGC - single pane 0.0 f12 _ HSPF: 7.80 _ d. Tint/other SHGC - double pane 0.0 f12 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int btsul, Extenor R=4.1, 956.0 112 _ EF: 0.86 b. Frame, Wood, Adjacent R=1 1.0, 230.0 W _ b. N/A _ _ c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 112 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as -built points: 22329 PASS Total base points: 24359 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: .DATE: ;AR 1 8 900.4- hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT:[-� DATE: MAD 18 2004 Review of the plans and specifications covered by this zt sT tiof = 9r�o calculation indicates compliance with the Florida Energy Code. Before construction is completed a this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL:�,� DATE: Uld o0D we y OF Yr EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A -. Details... I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1692.0 25.78 7851.6 Single, Clear W 1.4 6.0 32.0 53.47 0.93 1589.8 Single, Clear S 1.4 6.0 32.0 44.66 0.89 1268.3 Single, Clear E 1.4 8.0 40.0 59.31 0.97 2298.3 Single, Clear E 1.4 6.0 32.0 59.31 0.93 1765.0 Single, Clear N 1.4 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-Value Area X SPM = Points Adjacent 230.0 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956.0 1.18 1128.1 Exterior 956.0 1.90 1816.4 Frame, Wood, Adjacent 11.0 230.0 0.70 161.0 Base Total: 1186.0 1977.4 As -Built Total: 1186.0 1289.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43-2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILINGTYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1709.0 2.13 3640.2 Under Attic 19.0 1709.0 2.82 X 1.00 4819.4 Base Total: 1709.0 3640.2 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 0.00 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® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v32 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT #: BASE AS -BUILT 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 (DM x DSM x AHU) 323672 1.000 (1.087 x 1.150 x 1.00) 0284 0.950 10922.7 32336.8 0.4266 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWHaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1692.0 5.86 1784.7 Single, Clear W 1.4 6.0 32.0 10.74 1.01 346.7 Single, Clear S 1.4 6.0 32.0 7.73 1.04 257.1 Single, Clear E 1.4 8.0 40.0 9.96 1.01 402.0 Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8 Single, Clear N 1.4 6.0 16.0 12.32 1.00 196.5 As -Built Total: 152.0 1526.2 WALL TYPES Area X BWPM = 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 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1709.0 0.64 1093.8 Under Attic 19.0 1709.0 0.87 X 1.00 1486.8 Base Total: 1709.0 1093.8 As -Built Total: 1709.0 1486.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 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 -473.8 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4577.9 Winter 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 (DM x DSM x AHU) 6801.0 1.000 (1.078 x 1.160 x 1.00) 0.438 0.950 3535.2 4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2 EnergyGauge"' DCA Form 60OA-2001 EnergyGauge®/F1aRE52001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS —BUILT drum WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS —BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 13795 2872 7692 24359 10923 3535 7871 22329 ��04 zKE sT9T�o� Nit °- a o EnergyGauge"" DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details - I ADDRESS: ... PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .fL door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and. floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1 _ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABCA .2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must he met or exceeded by all residenres_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 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. EnergyGauge'"' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EP DISPLAY CARD I ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1692 ft2 e. N/A 7. Glass area & type _ a. Clear - single pane 152.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 fe _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft _ c. N/A b. N/A _ e. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance • a. Concrete, Int Insul, Exterior R=4.1, 956.0 ft2 _ b. Frame, Wood, Adjacent R=11.0, 230.0 ft2 _ b. N/A c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ft2 _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features- MAR 18 2004 Builder Signature: Date: Address of New Home: 12' WALNUT�CREST. RUN:City/FLZip: LAKE MONROE/32747 Cap: 30.0 k131u/hr _ SEER: 12.00 Cap: 30.0 kBtulhr HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 PT, 'SOD wv.;V� *NOTE_ The home's estimated energyperformance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmilesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about. Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487--1824. EnergyGauge® (Version: FLRCSB v3.2) 03/26i2003 10:21 DEL AIR 4 4076614089 N0.347 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 09-0"2 109 COMMERCE STREET, LACE MARY, FL 32746-6206 Phone: (407) 831 2665 For CENTEX HOMES Notes: .r m Desl n fnformatlonM.R Weather. Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27518 Btuh Structure 19515 Stuh • Ventilation air 0 efm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27518 Btuh Use mfg. data n Ratelswing multiplier 0-98 Infiltration Total sens- equip. load 20095 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 2661 Stuh Area (ft) 1692 1692 Total latent equip. load 5056 Btuh Volume (" 13536 13536 Air changesftur 0.80 0.40 Total equipment load 25151 Btuh Equiv. AVF (cfm) 180 90 Req. total capacity at 0.70% SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.6 HSPF Efficiency 12.1 EER Heating input Sensible cooling 20440 Btuh Heating output 0 Btuh @ 479F Latent cooling 8760 Btuh Heating temp rise 0 OF Total doling 29200 Btuh Actual heating fan 1000 crm Actual cooling fan 1000 c fm Heating air flow factor 0.036 c fm/Btuh Cooling air flow factor 0.051 cfm/Btuh Spaoe thermostat Load sensible heat ratio 80 % _ eortlriarx va►ues nave peen mnuaw oranlddan Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ti W rjj0 htSOfC Fz4M-Swde Resteeroat" S 9.06 ii5R26013 20o0-Mar-26 09:10:33 E-AlaslCentex 20=169Z1692rar Page 1 03/26/2003 10:21 DEL AIR + 4076614089 N0.347 D009 RIGHT-J CAL.CULA710 V PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 09-06-02 109 COMMERCE STREET. LAKE MARY, F4 32746 51 U PWm: (407) 831.2665 Procedure A - Winter Infiltration HTM Calculation* 1_ Winter infiltration AVF 0.80 ach x 13536 fP x 0.0167 = 180 cfm 2. Winter infiltration load 1.1 x 180 cf n x 32 'F Winter TD = 6353 Btuh 3_ Winter infiltration HTM 6353 Btuh / 190 ftz Total window = 33.4 Stuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 13536 ft' x 0.0167 = 90 Cfm 2. Summer infiltration load 1.1 x 90 cfm x 18 °F Summer TD = 1787 Btuh 3. Summer infiltration HTM 1787 Btuh / 190 ftz Total window 9.4 Btuh/ft2 and door area _ Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff_ x 90 cfm = 2661 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer Tp = 990 Btuh Sensible load for structure (Line 19) + 19515 Btuh Sum of ventilation and structure loads = 20505 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 20095 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 gr/lb moistdiff. = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2661 Btuh Equipment stung load - latent = 5056 Btuh *Construction Quality is: a No, of Fireplaces is: 0 Bakg alit vaks-m—Aave been manua0yova dMon Printout certified by ACCA to meet all requirements of Manual J 7th Ed. y� WrgghtSC)ift R*d-%ud*Re$K$ef*M—S-e-MRSR26013 200SAW-MMOM ACCA E..*-,kslCww 2002/169 iw2.►v Page t 03�126i2003 10:21 DEL AIR 4 4076614089 N0.347 D010 RIGHT -I WORKSHEET Entire House DEL AIR HEATING,AIR CONDMONING,R Job:1692 0"-r-02 109 COMMERCE STREET, LAKE MARY, FL 32746-UW Phew, (407) 831-26M N J: Im LC. 1 Name of room Entire House FOY BR3 GREAT RM i4ANUAL 2 Length of exposed wall 172.0 ft 22-0 It35.0 R 20.0 ft 3 Room dimensions 7.0 x 11.0 ft 13.0 x 16.0 ft 17.0 x 20,0 ft Ceings Condit Option 8.0 ft heat/cool d 8.0 111 heWcool 8.0 111 heat/cool 8.0 ft heaticool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area load (Btuh) EXPOSURE NO. Htg I Cig ($j ft I Clg (ft?) Htg Htg I Clg (/th ft Cig 5 Grass a 14B 4.6 2.1 1128 "' "" 56 - "" 280 - - 180 Exposed b 12C 2.9 1.9 0 "" "" 0 - '"" 0 - - 0 walls and c 13C 3.2 12 248 "" "" 120 - "'" 0 •••' - 0 partitions d 0.0 .0.0 0 ""' "'" 0 - """' 0 - - 0 e 0.0 0.0 0 "" "" 0 .-.., '"' 0 .,... - 0 6 Windows and a 1C 37.0 " 112 4140 - 0 0 - 32 1183 - 32 1183 •'"' glass doors b 8C 37.0 •' 40 1478 - 0 0 - 0 0 - 0 0 Heating c 9C 38.7 •' • 0 0- 0 0 •••• 0 0- 0 0 "•"• d 1C 37.0 - 0 0- 0 0 ~-' 0 0- 0 0 •�- e 7L 20.8 " 0 0- 0 0 - 0 0 - 0 0 f 0.0 - 0 0 ••'• 0 0- 0 0- 0 0 7 Windows and North 20.4 51 - 1040 0 - 0 1 - 21 32 - 653 gtassdoor$ NE/NW 0.0 0- 0 0- 0 0 '•'• 0 0- 0 Cooling E/W 54.4 101 - 5494 0 - 0 31 - 16" 0 `..• 0 SEISW 0.0 0 - 0 0 - 0 0 - 0 0 ••'• 0 South 0.0 0 '••' 0 0- 0 0 '••' 0 0 ""• 0 mofz 0.0 0- 0 0 - 0 0- 0 0 """' 0 8 Other doors a 100 14,7 9.9 20 294 199 20 294 109 0 0 0 0 0 0 b 10D 14.7 9.9 18 265 179 18 265 179 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 950 4405 1969 36 166 74 248 1143 511 128 590 204 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3,2 1.2 230 725 269 102 321 119 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 18D 1.7 2.2 1709 289a 3804 77 131 171 208 353 463 340 577 757 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Moors a 22A 25.9 0.0 172 4458 0 22 570 0 35 907 0 20 518 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 9 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 doors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiftation a 33.4 9,4 190 6353 1787 38 1271 .157 $2 1070 301 32 1070 301 13 Subtotal lm=B+8_+t 1+12 - 25017 - - 3018 - "" 4655 - "" 39M - Len external heating •'•• 0 - - 0 - 0 - '•'• ~~ ~^ Less transfer - 0 - •••- 0 •'•• •••• 0 •••• 00 •••• Heating redistribution - 0 - - 0 - ""' 0 - ""' 0 14 Duct loss 10 6A 2502 - 106/, $02 "" 10 466 *"' 10°/ 394 15 Total loss =13+14 "" 27518 - - 3320 "" '••' 5121 "" - 4331 16 1nL gains: People ® 300 4 - 1200 0 -••' 0 0 "•" 0 3 - 900 Appl. ® 1200 Z 1800 0 - 0 0 """' 0 0 "" 0 17 Subtot RSH gain=7.8_.12.16 '"^ - 17741 - - 1100 - - 2980 "" "" 2874 Less external cooling .•• . •.•• 0 •••• - 0 '••' •'•' 0 - •••• 0 Less transfer •»• •••• 0 •••• •«. 0 - - 0 - .... 0 Coating redigiribution '""' - 0 - • - 0 "^ - 0 "'- 0 18 Duct gain 10 oil - 1774 10° - 110 10 ly. - 298 10° 287 19 TOW RSH gaitt=(17+18)'PLF 1.00 - 19515 1.00 - 1210 1.00 - 3278 1.00 `"" 31 G2 20 Air required (dm) ^^ 10oD 1000 "" 121 62 -L 186 168 - '1571 162 Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ wngFltSOflt R10*8U Oe Resi TM 5.5A6 RV01W3 200341wF26 09:1033 EiFltee Centax 2o02169211892jv Page 1 r 03i2612003 10:21 DEL AIR 4 4076614089 N0.347 P011 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1692 09-05-02 109 COMMERCE STREET, LAKE MARY, FL 32746.8206 Phone: 407) 831-2865 17th Ed. 1 Name of room IGT MCILDY MBR WIC 2 Length of c"seA Wall 31-0 ft 6.0 ft 220 ft 5.0 ft H4MANUAL 3 Rom Rodimensions 17.0 x 14.0 R 6.0 x 11.0 ft 18.0 x 1&0 ft 18.0 x 5.0 ft Ceflngs C4nd'4.Option 8-0 ft heWcool 8.0 ft I heaVco01 &0 ft heatfcool 0.0 ft heaVrool TYPE OF CST KTM Area Load (Btuh)� Load (Btuh) Load �hG9 Load (Btub� EXPOSURE NO. titg Cig (ftj Htg (lea (tea Log (� Ktg 5 Gross a 14B 4,6 2.1 248 "" "" 48 "" ••" 176 "" "" 40 Exposed b 12C 29 1.9 0 " ' 0 ""' •"'" 0 '^' '�' 0 Walls and a 13C 3.2 12 0 "^ "" 0 '"" "*" 0 "" "" 0 parttions d 0.0 0.0 0 "" -"' 0 0 " D "' e 0.0 0.0 0 0 """ __ . 0 . "' m 0 .... 6 Windows and a 1C 37.0 " 0 0 "^' 0 0 '•'" 32 1183 "" 0 0 glass doom b SC 37.0 " 40 1476 - 0 0 - 0 0 0 0 heating c 9C 38.7 - 0 0 "-' 0 0 7 0 0 "" 0 0 d 1 C 37.0 - 0 0 D 0 0 0 "" 0 0 e 7L 20.8 - 0 0 0 0 - 0 0 •^•' 0 0 7 Windows and North 20.4 1 "" 19 0 "" 0 1 ^" 21 0 glass doors NE/NW 0.0 0 '" ' 0 0- 0 0 "" 0 0 """ 0 Coding ENV 54.4 $9 "" 2126 0 "' 0 31 "•' 1084 0 ^^ 0 SE/SW 0.0 0 '--' 0 0 ---- 0 0 ^'• 0 0 --'- 0 south 0.0 0 ---- 0 0 0 0 - 0 0 -"- 0 HOrz 0.0 0- 0 0 •"' 0 0 ""' 0 0 •"" 0 8 Other doors a 101) 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 .0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.8 2,1 2W 958 428 40 221 99 144 W4 297 40 184 82 "posed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 paitltlons d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceirings a 16D 1.7 22 238 404 530 66 112 147 286 488 641 90 153 200 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 26.9 0.0 31 $04 0 6 156 0 22 670 0 5 13D 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter 0 0.0 0,0 0 o o 0 0 0 0 0 D 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 33,4 9,4 401 1337 376 0 01 0 32 1070 301 01 0 0 13 Subtotal loss--6+8_+11+12 4981 - 'M ""'* ""' 3975 "" '-" 407 *"^ Less external heating '.•• 0 •••• "• "• 0 •«.• ••» 0 ••,• •••= 0 •••. Less transfer "'"" 0 "" '--' a "" "" 0 "" "'" 0 Heating redislAbLition "^ 0 "" " * 0 •••• •.•• 0 •"•' •••• 0 •••• 14 Duct loss 10 498 •--• 10 a 109 397 " ' 10° 47 15 Total loss =13.14 "" 5480 "-" '-" 538 -'-' - 4372 513 16 Int gains: People 300 0 - 0 0 "-' 0 1 - 300 0 ""' 0 AppL ® 1200 1 -"' 1200 1 ""'- 600 0 ---- 0 0 "" 0 17 Subtat RSH gain=7+8_+12+16 '"" --'- 4679 •"- "" 846 -"' - 3244 "" .... 203 Less exoamal coding .•.• ••» 0 ..•. 0 •••• ••"• 0 -"" 0 Less transfer +**' . -"- 0 "-* *++- 0 «.. .... 0 "r.. 0 Cooling redistribution •••- ••,• 0 ..•. «•• 0 •"• _... 0 ••» •••• 0 18 Duct gain 10 "" 468 10 ""' 85 10 "" 324 10 """' 28 19 Total RSH gain-(17+18)'PLF 1.00 "" 5147 1.00 " "" 930 1.00 "'- 3588 1 A0 "" 311 20 Air requpsd (dm) ""' 199 264 "" 20 48 ""`" 159 183 "" 19 16 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. !7-= R1gltt4utte Reakisidaf"' S.5.06 RSR26013 2W34la-26 W.1033 E116at20021169ZUee2rsr Paget 03i26i2003 10:21 DEL AIR � 4076614089 NO.347 D012 RIGHT-J WORKSHEET Entire House DEL AIR HEATING)UR CONDITIONING,R Job.1692 09-05-02 l) 109 COMMERCE STREET. LAKE MARY. FL 32746.620E phone: (407) 831-2665 I J: i'th Ed - j4MANUAL 2 Marne Marne of room Length of exposed wa8 METH 0.0 ft BR2 31.0 ft BTH 0.0 ft 3 dens Room mions 6.0 X 14.0 ft 18.0 X 15.0 4 6.0 X 8.0 ft Ceiings Condit. Option 8.0 ft heaYmol B.0 q nsavwol B-0 Itl heaVcool TYPE OF CST HTM Area Load (Btuh) Area Load (Bbrh) Load (Btuh) Area EXPOSURE NO- ft rig M titg Gig (ft; Htg cig Htg Ctg Gg 5 Gross a 14B 4.6 21 0 - - 120 "" "" N,00(01 Exposed b 12C 29 1.9 0 "" "" 0 ""' .... walls and c 13C 3.2 1.2 a "" "" 128 "" "" "" "" partitions d 0.0 0.0 0 "" " ' 0 .... .... .... w.. 6 Wndows and a 1C 37.0 0 0 "" 16 591 glass doors b SC 37.0 0 0 "" 0 0 '""` 0 0 •"' ,.,, Heating c 9C 38.7 0 0 '� 0 0 "^' 0 0 "" .... d 1 C 37.0 0 0 ~~ 0 0 ~~ 0 0 ~~ a 7L 20.5 0 0 `""' 0 0 ""' 0 0 7 Windows and North 20A 0 "" 0 16 "" 326 0 "" 0 .�. glass door% NEJNW 0.0 0 "" 0 0 "" 0 0 '^' 0 .... Cooling EAM 64.4 0 0 0"' 0 0 "" 0 ..« SE/SW 0.0 0 "" 0 0 0 0 "'" 0 South 0.0 0 "*" 0 0 "" 0 0 "" 0 Horz 0.0 0 0 0 *" 0 0"" 0 8 Otherdoor9 a 10D 14.7 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 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 104 .479 214 0 0 0 exposed b 12C 2.9 1.0 0 0 0 0. 0 .0 0 0 0 nd walls a c 130 3.2 1-20 0 0 1"403 150 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 84 142 187 270 458 601 48 81 107 b 0.0 0.0 0 0 0 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0,0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 0 0 0 (Note morn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 tnIft rtion a WA 9A 0 0 01 10 635 150 0 0 0 13 Subtotal loss=8+8..+11•12 "" 142 ""^ "" 3270 ""` "" 81 Less external heating "" 0 "" "" 0 '"' a Less transfer ~^ 0 "" ~~ 0 ^'* 0 ,+•• Heating redistribution '"`* 0 -~- "`- a ••~ •••• 0 ~•• ••» �•» 14 Duct loss 10 ° 14 "'" 10 "/ 327 •"' 10 8 "" ° 15 Total loss =13+14 - 157 '"*" - 3597 " ' ""' 90 16 Int galas: People @ 300 0 "" 0 0 ^^ 0 0 ^^ 0 Appl. ® 1200 0 0 0 "" 0 0 "" 0 17 Subiot RSH gain--7+8..+12+16 "" "" 187 "" "" 1442 "'"' 107 ""` .... LOU extemal coo" ~» •••• 0 .«• ~~ 0 0 *�• Less transfer "" •--• 0 ~•. ~« 0 neM .... 0 Cooling redistri on 0 ,,,, ,,,, 0 •••• •••• 0 ,--• ,,,, 18 Ductgain 10 "" 19 .10 - 144 107 19 Total RSH gain=(17.18)'Pl F 1.00 "" 20s 1.00 "" 1586 1.00 118 20 Air required (cfm). 137 61 - 3 e Printout certified by ACCA to meet all requirements of Manual J 7ttt Ed. %^AnSa itlr it Right Res+derMlW- 5-s.06 RSR28013 2ar3-Mar-2609:10:33 Mbs%Gerdcx 200211 E9211892.W Page 3 03:�26i2003 10:21 DEL AIR � 4076614089 NO.347 D013 RIGHT! WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone_ (407) 831-2665 Job;1692 09-05-02 W S D W G L S S O N A S O O W G W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY BR3 a n e a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 GREAT RIM 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 KIT b n w a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 54A 40.0 0.9 WIC/LDY MBR a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 WIC MBTH BR2 a n s a c n 0 d 1 1 90 1-0 1.4 1.0 5.0 30.4 16.0 16.0 BTH ,,Z- WI' 9htSOft Pj0dSuhe ResWervW m 5.5.06 RSRM13 2OW-Mar-28091= /CCK EVftsrenft2oa¢tlWZl0Q= Pale 1 M • O - o 4 34r 2 1. AJQ4 MA GA- STFIrt, SKIN) (S INTNWCDMrt 1tSS3 FOn If' w0[ Doan. REVISIONS 14 CA. AT�Aafo w/ Tac-L-Lao (Top r no REV. N0. ZONE: GATE: ECN N0. APPvO: DESCRIPTION .Srslti) AND uRmv,c Ao"aAc WaMo ,) { (/y �0 Vol ] 82 11/00 u]nv OTY ()) WAS (2) FOR TRACK BOLT IOF UN CLASS On A Npu20MTK TRAOK tuI►ORT or r I {2{�01t G WK [NO SM[S ATTACMW TO OOOR � = m "A LTG►, TOO YOrmm r CLOMRR16 tiaC IYlI[Y . Mb+ v ,] oA. OKV. 11Lb nAo 11ACCt. rASTDILO ip Trobo AA" T. 7) 1/II'x,-b/1 ,M'000 W KRC1V1. LISTED N M M t7�7 N(/O OOIK •, C AVIIABLL Af AN OPIKNI 0 1. yLV. rt[a TRACK, M WN. TNGK TIYCKNLliI .010• CV ', Oter Pmn4N m �y n+, :-1/s•.17 bA alv, tT[S na eRAGMLT. rO1TT 20",N, ' .n (A) TWX PAO= ►fR S,OC, C!' ./ • •I �`! � ® � � � � r UMI Tor 1nAcxNo�ivtanK I REPORT#96C6C [ ,� •: '•'r ieSAUT2'R0 -U-uW-1WB1 W Pu r,OV 1EC110"1, swx0. AOProoL own" KM LOCH pOSI110N@�: 1 YLN A NATflMf WNNS ,u� INtI.uI(lutf NUY.I SORM �L ppNnr[ 1 Pro 7'. • MKtM CONf1ST 0/ (7) CraNf (Sl_q'MN)). FRONT MAMC ♦'R,1 U.Y. WAMq nlSx1'Rm. ON W ISCMY'f 111Y BC COIA1IOfTY111 8oORS OYLn 7'_op MKw CoMABii a pS SCC110N7 (MOT LgMN). c o" ON OUrsIDL W1V/C[ LINMT RLOLARfD) i0 ►ROAOC A fLISN w PmND STOP roVtL NO er 000R wfW1Ll1 (f0 SUIT)1U TxM4o MORISOMK ALYOS 00 NOT TRANIFG LOIO. U4 MLOW pa( 1W1 SO OA: WK GALV, vm Da ITKL pR -I - 7' 1MKK t/I AC,MJC LRL `` 70 a& OLLV. STIIL WYM ST" p �' V MOlD10 WSIOE sffm rrc a1 aAACxE1711ASr91mvfQ4 & 41"cx l� ]/ IA. Wtl, 5TY21 vm RaWG jGN ►AN nCAO SCRM WN ONL 1/16%1.0/S' lA0 SCnf� (i lNIII COATI MITN 0-AO MW. (10 fCRM'S IOt UTD I N ]I RCRS WK O(NCC^RI(OT pG z CI =v. GALVAWSWO, OAN[0-ON PRWG. I/11i• 1a.VISCON SCJI[W! PV007-PI%2' CWIDR (7.ODO 7/If• 110, ROVNO PVSNN AN A fAKfO-0N ►OLY131G SW UTOM (NOAOCS p/ WII. C MALON' 7 1/2, C HTI rASRNG (04 PG ROLLG) 11 V. �Sr(��T[�R�W�(Nf,E TOP COAT 0 TO fCrN y r %�/1 SOMYSf) SKK 12 W. OALv, STTSL f0► ONE wo LATCH OWN ' TO Nw. NASIKR RCOUNIO ]• CALV. STM TwN masmea to I. ROLL1R 1MCJICf. [ACM WTIN TAPWNS. AlIC11Das WAY K �pVN�ERIUM9 I2 GA. CXv. STTII, Tglbt iRACMiTf. r. M �) aom IRACKCT ATTAWfr r//(4) wrm vu 1MA1 SIOC Or DOOR. LOUT "MIT A[OUNID) TO pRO+10t A /LU1N 1RK1t ATTAGNFD ro SALN 11lKxR Alf I (� ♦ V T SW1P3 PG b10 WMOL SHIP W VOATS. FIS.D/I' 111IR YCTA4. TWA" �A[L. NgK[OMTK 1+A1/S 00 NOT WN at/fib//1K f�T WrVLTT& S OVriIOL KLT[0 11V"OLL [N0 2' OLL SNORT. STN, 10 ►V.I. STQL POLLiR. �i [rT/0 MNOL OGCN STICK STKC .,.• r,0)SEI(tm•ltbl MARK "rUWILLD, ►,9. IMfR, POro.eag N "M CNrw Sre+InN e.e IIGROA P.C. /NNI L�iiJ 10LLf 1Wy�7(1) Ihb/b' "Of MwG1 nu NORM CAROLYN P.C. law: ]' LoCK VAR TALL U•fAR J ,/.µ..i 1 S[V O ,ter Nrvn I N 00 OA oKV, STEEL TAM" Sri1CA'f. TTRA W, �T f iNf OCS10N or INC SUPPORTING 1TRUC UVAL CLANS DE$10N LOAO$: +24.0 PSI k -24,5 PSF �r WN. TLKO,SIROIOTN: $0 KS1 , `• , rnnN OUTSIDE TAc"1 110E "Ir.IC bf nl[ Rl]soMSleRm ar TNc PnarFsllow a TEST LOADS: +JBA PSF k -37.0 PSF MAMOLC a DOM RECOPO !OR ItK LOW OR 1TRU THC L ANO LI ACCOROANC[ ]' -• W TAIL f 20 G G1,V. STC0. U_yW WO SINE BOLT 11TM ORMA G. 1twLrq 000[Jf loll TMf tu"m Uii{O ON w w. A AWM Aft rAS (O l I W A 1-1-2-1 PATTERN 6 [, Two u- s144 WO( Wrpb TriS oMSINf M tM A P111� YK (0/OIIA PART NO.: - A .. n 1-7/4 • ON B0iiG1 sfGitON, oU U-rAR on n11R wro KRTICaL M I�1 uerK7N ) [AnT u-aAR AYTAOMw rnAUL oM[ p^w unl•.. sww oul.l.+.. 312 s�w� SL S�4 Iloo T KTTN 1 4�x7�/i' sEV TARwa V-%M Loa a o•v•�w«T�� ^�M ��EA� Cinelnnotl �FI 45202 1i11 LOGTIOK va sac r fAaPa m TO er. 71. k I- I 1-k00 O a 0". w°"" w�.rw"«r 0 . t.03 Wrllmafou4 Fa Na 1. I} 1-MI9 ..fr SIVIOM A -A (31M VIM)25a 1 r W'.00 . tA1S K•r .+Ie.,A n, rd.....wIL Rw�II. 4 DESCRIPTION; MODEL BAST W4 18-0 x 0-0: 24/-24,5 DESIGN LOAD Gy/ «..., Wr »u,. Afr ,MN r '000 . t.003 NTS OWC. 1D OA uLv. V4T 1ptj/4 IRACxn. �/ INIIh M r �» W ,root . i:.00t DRAWN BY: BMA] GATE: 4/18/00 SCALE: 1 ATTACntD MM (11 /INb/1' 3M[LT NCfK SCRMi r.., rwrlx„ wwrw�. R ALUMINUM �UgpM �[' r.�Z DIQn1/' s1/2' CHECKED BY: NWw DATE: 4/ta/oo SHEET 1 OF t SIZE L a MNTI ,TuMGmt rr f Third M91r + - VAWI st.t10 OIAWWI" Or � PTo)wtton OwtNllorn At w u1GNEs, DWC. NO,: 102138 REV, N0, 1 0 1 �IfFI OKIGt AL.TION, Therma-Tru M-Swing Door Wood ;lames System MAXAILIU OVFR41 NOMINAI�I7r• Single up to 3'4 x 8'0 w/wo sids0os Double up to 8'4 x 8'0 w/wo sideb tex USAalr aoNQQtj ATIDNSe X. OX. XO. OXO. XX. OXXO.' CENERAL OES.RIIPTION, The head and side Jambs are fngetjoint pin measuring a min. 4-9/16- with a '1/2• rabbeted stop. 3/10- TAPCON • Y TYPE ANCHOR 7 1/2. ORYWAU. � - 1r�.• uAsoNRr trrr 1 : 2 Fllaaao IN KKX e x 22/z• yy "H ws 5 +'e TD Zx SUB-eUCX •1 WMVI 2X Salo( 1 Ix2 FW41 0 .. DESIGN PRFSSURF RATINC: Single Positive. 67.0 PSF Negative 67.0 PSF Single with Sidelltes Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF MAX Is' O.C. IN BUCx 3/fe• TPPCON TYPE ANCHOR ELCO TAPCON Of' EOUAL -WALL L"SO RY LW7(L 4T.APCO.N (S.. reel. 2) e NCAD JAWS-u iO Ix sue-9" 1/2' ORYW U 1X BUCX SOS rx••-I 1 : 2 FlRRA i ;� ( ! N ': , I • ' �. •• (233 LB. SHW RATINC) • r;:.. { ,[ ..• ; H40 ' ;y J'. 3110• TAPCON (Soe note 2) II x 2-1/2-TAPCON •t0 .'ti, VFv! y! lfyl ffif ' • ANCHOR 3" MAX. L dt �. 1TYPE _ SHIM SPACE VERTICAL l s dlMe �• xwc DWG[ '• .j .+ - To IN Zug-UUL1( . ^.K ' ' ;. •. am 1. This system has been evaluated for use in locations cohering to the Florida Building Code tmA SHOE e ' and when pressure requirements as determined by ASCE 7 Minimum Design Leads for Buildings EVE r "/e- sst and Other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub -buck is less than 1-1/2• (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the ' - length must be such that a minimum 1-1/4- engag4nent of the Topcon into the masonry woll is obtained. 1/4• MIN. ERA?. yy Inxu>,No :ONsIrLTANT3, IMC st3.6s4.3631 DATE 4/3/02 SCALL, N.T.S. DWG. Cf. WA-N. CHK, BY: R.W. DRAWING NO, . T-0220t 3ACXT t 0/ I AiOf)rL DEM Therm*-Tru OLd-S.Ing Door Wood rromts System MAX ia' 0 C .:P:31GN PRESSURE•' RATING MVIMUM OVERALL NOMIML SlZr_* Single up to 5'4 x B'O w1wa sidel'N3 - Sin le Positive 57.0 PSF Negative 67.0 PiF Double up to 8'4 x 8'0 w/eo s;dofites .4 Double w/wo S;ddlitss Positive 47-0 PSF Negative 47.0 PSF IFIGURATIONS X, Ox. X0. OXO' xx -7 positive 60.0 PSF Negative 60.0 1237 Single with Siclelite3 0"0 CAt:gk DESCRIP770N, The head and side jambs are fin;orloint pint measuring 0 min. 4-9116' with a 1/2' rabbeted stop. MASONRY LINTEL /MASONRY LINTEL i x 2 FIRRING X� t • DRYWALL �J. i a: 3, TAPCON r1p, ANCHOR EXTERIOR it T x 2— PFH V 'iZ HEAD JAMB A 1.15' AAK Ems. .25* MAX SHW SPACE EXTEVOR ja x 2-1/2 PFH WS I% EUB. IwAx W D.C. 3/18- TAPCON TYPE ANCHOR ELCO TAPCON OR EQUAL (235 I.S. SHEAR PAYING) 91 1 T_ in 6 C1 .2S- MA SHIM SPACE E)(rnz 3/16- TAPCON TYPE ANCHOR ED11�T "I SUB -BUCK .25* MAX. SHIM SPACE �p/- 1�,r 3/16- TAPCON TYPE ANCHOR INTegias .Is" I x I fIRRIN OA (V ALL ---- _L 3116 * I APCON X,e TYPE ANCHOR '-Ix BUC< RING M VERTICAL SIDE 4418 \-?X SUCK US -DUCK INTERIOR 1 x 2 FIRRING 1. This system has Peen evaluated for use In locc tions adhering to the Florida Building Code .15' MIN. DRYWIILL and where pressure requirements as detorminsa by ASCE 7 Minimum Design Loods for Buildings C-SINK 2X BUCK and Other Structures do not exceed the design pressure ratings listed heroin. S ;M!S!L IDEU!MS 2. For Installations where the sub -buck Is less than 1-112* (FSC section 1707.4.4 Anchorage Methods 2X 'a CK and sub -sections 1707.4.4.1 and 1707.4.4.2) T.7pcon type concrete anchors must be Used and the length must be such that a minimum 1-1/4" engagement of the Topcom into the masonry wall is obtained. • .3. When using c IX sub -buck a 6-9/15' jamb is required to allow for min, edge spacing for Topcon type anchor$ V 11 A 464T & fill, a W01 !' MODEL DESIGNATION: :. Thermo-7ru In -Swing / Ott -Swing Door Wood Frames System DESIGN PRESSURE R41ING: MAXIMUM OVERALL NOMINAL S) Single up to 5'4 x B'0 +:/wo sidelites Single Positive 67.0 PSF Negative 67.0 PSF 1 Double up to 8'4 x B'O *Iwo sidelites Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF •y,15ARLE CONFIGURATIONS: X. OX, X0, OXO, XX, OXXO Doubicw/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF Q=� a Z%0 :• .cNc DES-RIPTION• The hood � and side jambs ors fingerjoint pins n measuring a min. 4-9/12• with 0 1/2' rabbeted stop. W DOUBLE 2X s o' a o• pp p 3 wti r 'v HEADER 2 1/2• oarrKu &WATH7N0 z. HFADOt a _ III N y SINGLE DOOR' $ ' 2X STUD V O, cx e.o- a0 Lo• 0• ao• „\ a _ 2X JACK STUD Sr PM WS �r7 1 gi 1/2• DRAML 14• IYP. lCt�B 2=4 DOUBLE DOOR uwi t` b w q O V� � 0'6 rr. ., e.C• 6.0' S.0' e.0' U tY 3 U Z0• 3.0• s o a-- 2-1/4• 10• 3.0• AO• O PFH ws i • �� t vy 9ULDINO • AV UK C-SINK SHEITHINO V txx+xnowTs, o+c 013.664.3831 MAX — F DOOR WITH SIDELRE_S 0AX 4/3/02 SM 0 SINGLF OR DOUBt Sfi1lE: KT.S VvtTMAI Sim sure d 1 TE Owtl BY: W.LK 1,IS• UK T This system has been evaluated for use in locations adhering to the Florida Building Code °w,r M; Rw. pro and where pressure requirement3 as determined by ASCE 7 Minimum Design Loads for Buildin�a parvnHaoN nee,., ctruetures do not exceed the design pressure ratings listed herein. THERMA oTRU® +FlBERCL4WV/UWTH STAR' MSWWO"SHVOLFAND DOUBLE WI& W=T 81DaXM& INSULATED FIBERGLASS DOOR WRH WOCO FRAMES. I. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MWMI-OAOE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SK4L.L BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. S. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-OADE COUNTY. 6. MLAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRFD FOR SIDELITES ONLY. 7. SIDELITES ARE N OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min. yield strength Fy(min.)-6,000 psi SmoothStar - 0.070" minimum skin thickness Fibogasstc - 0.110" minimum skin thickness Pore design: Polyurethane foam core. withl.9 lbs. density by BASF. The po el skin is constricted from a 0.070" thk. ng compound (AMC`}. The irderior as ty is filled with 1.9 lbs. density BASF polyurethane foam. The ppaont face sheets, are glued to the wood a(rles an� (oih. Thr, LVL lolch sl k s reinforced with a wood lack block measuring 2.3 5 x 14.0 long at the strict and deadbott location. The hinge Itie is Finger Jointed Pine and the top and bottom mr7 are of a wood composite material In the double door application the inactive door is rifted with on extruded aluminum cerogal (Wind Jamber a) of 6063-T6 alloy. The frame is constructed from fin jointed pipe. The a is /erne o the side jambs with (3) 16ga. 1/crown x 2 long staples at each side. The mullions are secured together in a sidefite oppincotion uslq /8 x 2" long PFH Wood Screws (6) scnnrs per each mullion. The units use on Inswing Saddle threshold measuring 5.75" x ��1 r Ths sidelile panels ore soMwich glared usug o two prate ggp mine. -yy oro dry glazed on tfoe exterior with an 1 8 thk. cdlulor taaeU r Ndh (St) -Il TIp ' 6L caulked gk d with � Be frames arc held TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 6 AN ORING LOCATIONS & D AILS ANCHORING LOCATIONS. & GLAZING DETAILS 7 UNIT COMPONENTS 8 1 BILL OF MATERS & UNIT COMPONENTS 3 7.55MAX. 105.5 MAX. OVERALL rKAMt wnvin OVERALL WIDTH 36.625" MAX. .36" MAX. PANEL WIDTH PANEL WIDTH W/ASTRAGAL D x � � C7 CO - Li W 2 a d J J O 6 e g LZ 4 0 O < � o �a, N IL N Co 1 SIN(:I F LN L G UNIT F74.5" MAX. OVERALL FRAME WIDTH 36.625 MAX. I.--. PANEL WIDTH -- { I W ASTRAGAL w x w Jw 0 X N aD nnuRl F INSWING UNIT 11I I I!I IRI 15.5" MAX. FRAME WIDTH 73.75" MAX. WIDTH O > a 0 R¢ to p OD 7.125" MAX. Q O M U-) (} D.L.O. WIDTH _1 E.1 �oWo 3QDO 00 a T COz U oN J OURI F W/SIDELRES •INSWING UNR �� J all MODELS 68•5" MAX. OVERALL WIDTHS j ��u' ARE VIEWED 36" MAX. MAX. �Im�3 � FROM INTERIOR I PANEL WIDTH FRAMERAME WIDTH & �3 73.75" MAX. WIDTH m r ® ® 7.125" MAX. = D.L.O. WIDTH w r i x C o r a J � 0 9 3 YC � a 0 o r r Z go r 1/j%BUICaINc .."^ ONSULTANTS. INC _._.._ 613.664.J831 PRESSURE RATING wr B. �a Y� w�:.. N.T.S. DESIGN owa er: 7JH _ WH R WA ER INFILTRATION UNIT TYPE RE UIREMENT IS NOT NEEDED CNK. BY: RW SINGLE + 67.0 PS - 67.0 PSF /� j�g 1�dL8�1V VJ► NOMs owiwNc ro: DOUBLE + 55.0 PSF - 55.0 PS S-2151 1 a f + 55.0 PSF - 55.0 PSF nITH SIDELITES c. 9 1 l cp to Go 1 nnrel GROSS SECTION 2 DOOR PANEL N O y y 29 42 N � N I O .O' Oa 43 34 o •. 0• SEE NOTE 5 SHT. 4 2 4141 = LU SEE NOTE 4 Ian 1 SHT. .5' MIN, Iu a GLASS THK. 4 INTERIOR Mj J EXTERIOR ° 0 p 25 0 `� FOAM GASKET do N . co SILICONE CAP BEAD .0_. ' Op..' o 6 of r. o0'Q 1.68' MIN. PANEL THK. j O aNp V)Oof 8ZLd 0r^j �qOWO 00 goo FO�O \u? z t3 SEE NOTE 14 5 SHT. 4 29 N ONSUITANT&. 11 •• a 813.684.3B31 arc 08 10 0 a� scut:1 2 . • a a' aw. ar TJH as ar: RW $� �� F.`0��' IQ o DRWHO MD.: 5-2151 2 SIDELITE PAN SWU 2 OF 8 yIZE -%(-1 24 6 FXTERIO 7 z LLJ SEE NOTE 2 a N SHT. 4 27 � p co 6 RNp2� O INACTIVE _ ACTNE 8� z n '.u' ::. ;� 'o•" '.'e-' °•� °'..- '°:e. ° o.: Lli -� ply^ O:Im jr ZY i^ W e ASTRAGAL RETAINER 31 1 C1 z - d BOLT B.0' LG. TOP g e� & BOTTOM (2) BOLTS IN7ERIQ 22 Xz Z AT TOP & (2) AT BOTTOM SEE NOTE 6 3 \�J �z 18 SHT. 4 FOAM GASKET tn �F ' v 1 43 SIUCONE CAP BEAD Nuj 3 O ASTRAGAL SEE NOTEoN 5 SHT. 4 34 Z'i as x 1 43 33 g co 7 B 2596 I�o omm3 a IV) a 10 � 1.15* MIN. EXTERIOR .: . o.. . EMS. EXTERtO � .25' MAX. SHIM FOAM CASKET & .15' MIN. C-SINK SILICONE CAP BEAD n - ° �' n •' d• ' 43 SEE NOTE SHT. 4 34 INTERIOR z Y 4 36 in 25 �lco 41 U 1 26 9 6 10 zJ 29 to < ~ 5NOTE 1 C . a ... b z 37 a SHT. 4 Q 13 • `0.., . °.. ': - a SEE NOTE 7 SHT. 4 O:.. d 2 H 1 O !° Q. ° "' o. 3 O HINGE JAMB TO SIDEUTE z Y �eui�aNc z � coasu�r,4rts, u+c 813.884.J831 •• 36 6 29 �' kn� 41 jC 1Lt,V'751 I'U)ll�� It J.1J1II1'L1� `c aye 08 10 O1 scom 112' - 1 e a SE NOTE 1 11 1L7]Jle aw. er: JH 1tB14B 16 35 SHT. 4 �11I A1�1 lU 1P AC 11 11111111�R � �JUile g cwRWc. er: RW ~NO NO.: (% 5-2157 3 O SIDELI7E 70 BUCK _. —. --- --_ sNar 3 a 8 -- 7.1b MIN. 1.15" MIN. EMBED. 7" ' ' EMBED. .15" MIN. 13 •' 15' MIN. C-SINK • ..• ' . r C-SINK e' •a 8 ti • FXTEHIO Z Y 1 7 ' 8 e•. o� w 7 ° a 10 • Y 30 6 EXTERIO •. • • INTERIO . 4 r•. ZY 10 73 3 54 6 26 9 21 31 1 J e z 2 �ONTAL GROG[ SECTION .25' MAX. 25' MAX, 18 - a 4 HINGE JAMB TO BUCK, SHIM SPACE SHIM SPACE 11�LQf? SEE NOTE � ^;�� 6 SHT. 4 z ��OR170NTAt '''' CRO�c SECTION FOAM GASKET & 35 43 4 LATCH JAMB TO BUCK. SILICONE CAP BEAD, NOTES: 1. SPACING FOR ITEM NO. 41 (UTE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.57, 16.5'. 27.5' 38.3757, 49.375' & 60.3757. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR REM NO. 27 (/8 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE WACTNE DOOR IS AS FOLLOWS. FROM THE TOP DOWN 1. 3 5 18.25 40.5', 59.257, 74.25 76.25' do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16G4 x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA. x 112" CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.57. 31". 48.5' 66. 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. 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS 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 JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE REM NO. 37 (110 x 1 314' SCREW). SEE NOTE 5 SHT. 4 9' o O p - O z 36 "g �~ 41 �z SEE NOTE 1 ^ a SHT. 4 3 H I ROSS SECTION 4 O STRIKE JAMB TO SIDELRE `VJ�aI�'i1'��L.l lU✓�ef",cl liJl �i. JL'/•. �J La,''t �k r SEE NOTE 7 SHT. 4 e•,• a .• ` c� O� O co R v.,O B 15 U7 =Ow0 _ goo 00- BY: RW iz No.: S-2151 4 a F SEE NOTE 3 SHT. 4 SEE DETAIL "F" SHT. 5 6' 6" 6" 6" 6" 6" 3" �{ 3" 3- 3" 3• I II 1 I 13 I I I 13 - TYP. TYP. SEE DETAIL TYP. _ SEE NOTE 'F" SHT. 5 SEE DETAIL 6 SHT. 4 SHT. 5 _ SEE NOTE NP' SEE DETAIL 6 S,, 4 13 - "G" SHT. 5 TYP. 3" --i 6" 6' 1 3EE N E SHT. 4 in T °i N L 13 y O TYP, Fa J 4:CL - � �_ -In CF � 7 SEE DETAIL 13 SEE NOTE 'D' "H" SHT. 5 .0" TYP.a SHT. 4 _ f3 - D" SEE DETAIL "C' 'C" TYP.�� 'G SHT. 5 - B� 14 14 - TYP. _1 14 TYP.Typ 1- TYP .B"Lu YP6�: T �- 6" 6"--1 6~36" 6" ® TRAL FLOA B- ®®A-�p SINGLE DOOR DOUBLE DOOR WISIDEU ACT ! MASTER A 0.357' BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 a 13 13 10 10 Q IL "F" DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL I STRIKE PLATE TO FRAME DETAIL AT THE THRESHOLD AS SHOWN. DETAIL N SHT. 5 ool Typ. 1 r 1 \_ SEE NOTE 'o 4 SHT. 4 �w Cr o w V10 00 z=t\ N �Owo (0) t\ W <?D a ,c Z X� G N. - o- VeF-� DiS �jya pO U m a3 a p: v~i3 a vu surLDING msDLTMITS. INC 813.684.5831 ay: TJH BY: RW W NO.: S-2151 r 5 or E I 1 'MI/� Tap0O iLY F. MATVJjFAC URER SEE DETAIL 'F' SHT. 5 — i MAST �ii 6" 3" 3- b' �o 1s 6" 6" 63 3` 63 �{ 3�� 3' L -1 w I _I I 13 _ SEE NOTE I�- 13 - TYP• 3 SHT. 4 ,T SEE NO. SEE NOTE vt rn'• SEE DETAIL 3 SHT. 4 6 SHT. a - N a 'f" SHT. 5 - � o T1P.SEE DETAIL - - .r a - ^ � C` SHT. 5 13 - SEE DETAIL N SEE DETAILJ SEE DETAIL TYP. n �' 'E' SHT. 5 N E" SHT. 5 M` SHT. 5 �. '� - - TYP• TYP. �- SEE DETAIL I I F 'K" "M. 'K' TYP.= -Mt -- SEE NOTE "G' SHT. 5 14 14 14 — 4 SHT. 4 — TYP TYP• 14 TYP. 1 F-- 6. 6 8" 3' SEE NOTE I r3� 6" 614 a SHT. 4 3" 3� ® ® TYP. DOUBLE DOOR SINGLE DOOR W/SIDEUTES .453' GLASS BITE .463" CLASS BITE 1 32 40 1 33 �B 34 25 1/8" TEMPERED �ERIO 25 1/8" TEMPERED GLASS GLASS o. . Q . .. 0 .. .25" AIR .25' AIR �.. .o. o SPACE • o 'o SPACE o .: o17 Q Y z 1/8" TEMPERED = Y H GLASS 8- TEMPERED INTERIOR 36 Z Y 41 "IGLASS 1dIF6l!?6 w SEE NOTE 5 36 �' 6 w 6 1 SHT. 4 v `9 41 ° < 25" STEEL a SE NOTE 1 .25" STEEL INTERCEPT - a INTERCEPT SHT. 4 SPACER SPACER 5' INSULaTED GLASS W/ 5' INSULATED GLASSW/ Tf I RF FRAME GLADNG DETAIL arc i irc FaauF GI aZING DETAIL � � �� euu�Hc H.YLY"= we 813.684.3831 air: 08/ 10/01 smL N.T.S. DW_ In: TJH CHK. BY: RW OAAWNG NO, S-2151 sHm 6 or 8. ,. T T, i ;� tJi:i Y 'ieltl`L 1 •.��,�...7, .;: 4.563" T 1.063" i-- T n ^ H N g 2 21 h 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 1.92" 1.734" O O� a! h � .097" 4 x 4 STEEL ODOR HINGF ip �1.531"� 42 SMITE TOP k BOTTOM RAIL riNrra ANNTFO PONDEROSA PINE N 33 -- r, *"' - PLASTIC UP Lllf FRAME EXTRUDED BT5 2.1. -- �{ 1 69 I v 1� y��IIS�,y�N��IDELE 7I fE 15 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL 0 u I,,S,A'.,5 E.-iiLL 11 ' I E o in OI FCC RAIL RAIL WOOD COMPOSITE 1.077" --{ _T nT. emn rrr FI ANW SIOF STILF FINGER JOINTED PONDEROSA PINE 1.264" N n'In �99, 11 O -- " 3 1.531" FC- i errN S1pF 5711E COMPOSE In n " .526" 2.713" h- 1.255" N 7 4+ —1.531 FC, IN HINCFC�DE�LE 5.75" T Tl N ' h IIOC ul1 O fC BOTTOM RAJL n F r A^ ° 1STING SA DLE 7HRESHOLO 19 WOOD COMPOSITE ALUMINUM .OtS` WALL AL UM. .080" THK. WALL VINYL_ TYP. L SS BOTTOM RAIL 11 WOOD COMPOSITE u? F---- 2.375` ---�{ n in ^ v L I 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE V � 0O co R0 co p= mzon Q W 00 u co vv 8lJ1lDING MsMrANr6. IMC 813.654.3831 scan N.T.S M. er: TJH GNK. er: RW a+AWNG NO.: 5-2151 sHRr 7 or F 1 t SKIN .0 0 MINAM RBERCIASSIC DOOR SKIN .110' MW. THK. FIBERGLASS BY THERIN-TRU with yield h F mn 6.000 ' FIBERGLASS TOP RAIL 1.531' x .94 THO W-TRU W000 COMPOSITE MOOD 3 Fr.LATCH STILE -TRU, WOOO COMOVIE 1.531 x 1.209 WOOD COMP05UE 4 Fr, HMCE STILE HERMA-TRU PMOEM PPE 1.531 x 1109 WOOD 5 FG BOTTOM PAR 1.531 x 115' TffRLL1-TRU Wtl00 t1DMPOSRE M'OOO COMPOSITE 6 POLYVRETKANE FOAM BASF, 1.9lbs. DENS FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP -TRU FOAM 8 LONG REACH COMPRESSION WFATTfERSTRIa -TRU FOAM 4 x 4 HINGE .097 THK. RMA-TRU STEEL 10 10 x 314 .PFH WO00 SCREW to Frame EEL 11 Sa em ME 1531 x 94 RFTaII-1RU 1AIi0 LOt�(>SDE WU00 07MP0SfiE 1 10 x LG, PFH WOOD SCREW STEEL 1 8 x 1 2 LG. PFH WOOD SCREW ST EL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL 15 I LTTE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 1 KWIKSET TITAN 700 SERIES PASSAGE LOCK - 18 AGATSTING. SADDLE THRFSHOID ALUF;l p x HEADER THERMA- PINE W 21 x - W 2 x .2 MM8 - . PONDEROSA ME W 3 KWIKSET TITAN 7C0 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER N WR68T .052 WALL GLAZING 2 INSULATED TEMPERED GLASS LUM.25 G 26 SS STILE THEWM-TRU, POMUM A PW 1.183 x 1.531 WOOD 27 18 x V STEEL 28 INSWING DOOR BOTTOM SWEEP NYL 29 NG W000 30 3I FVSS WOOD LOCK BLOCK 2-M x 1.515 PONDEROSA PINE Z LAM 1HERM4-TRU, W000 ODIPOSRE 1.183 x 1. 1 WOOD W000 COMPOSRE 2 118 THK. CELLULAR GLAZING TAPE STIK-11 TAPE - 33 PLASIX UP LITE FRAME BfS, THERMA-TRU BTS 34 35 LIP CM -TRU 4.563 x 1.25 BLANK JAMB -TRU PONDEROSI PINE M WOOD 36 SMITE SOE STxf -TRU I.531 x .6% FONOFROSA PgIE WOOD 37 1 x 3 4 LG. PFH W000 SCREW STEEL 38 SS TOP RAIL 1531 x .94 THERW-TRU WOOD WOOD 39 NO USED - 40 SILICON CAULK SILICONE 41 8-10 x 1 1 2 PLASCREW TOR 34 STEEL 42 =ff TOP A BOITOM RYL -TRU• 1.S31 x . P01[EROSI PNE WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL I OL L 38 � SS, TOP RAIL WOOD COMPOSITE .592" in G CI N O 179" 1, REACH CO a I N W ATHERSTRIP FOAM CELL CORE W NYL JACKET 3' .579" 2 Of 7 t 75' h� COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR .357" DIA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II_ WR68T STRIKE PLATE Lo 31 7.531 " --�i �c I erru clnc ttu F COMPOSITE I a ASTRAGAL HAS r. (2) 8.0" N BOLTS ® BOTTOM 114 BOLTS 49 TOP 1.767' i 24 WINDJAMBER It WR687 ASTRAGAL (ALUMINUM 052" WALL TYP ) n _ ASTRAGAL k R AI MATERIAL: C/R� ��,.kf YELLOW CH O7^,, 1��•' o> n O ONO RLo I 2 OZon uo Ld 0 L11 0 00 �Oj00 INI t\ ujto CL ow- 4i �`z �z gw \U'f{n Y �a10 D u �S o, U. �u, C � Z) m S3 t m ' V (/V BUILDING DNSULTAMS. INC 813.684.3531 GwG. er; TJH cNL er: RW aMwiNG NO.: 5-2 7 51 3UN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.02 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on tune 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (Le., buck thickness less than 1 1/2") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door'or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed.1. %'. The drawings dearly delineate the requirement that a minimum embedment depth of 1 '/4' must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/L'. Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as "1.2t buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 '/`s" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4_2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 1 JUN-21-2002 09:52 MILESTONE WINDOWS 4W 323 9729 P-03 " The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert 3. Amoruso, PE remit eruso.oe2floridaextruder5 com Florida PE License No. 49752 Florida Extruders International, Inc - Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23.001, FA-C A rubber stamp sea! was also applied to facilitate reproduction for Orange County .Building Division Masterfile scanning. Flie: 2ou7-UR_ Rli -oaa \���111111111111 f�����/ Q cti�� i FIC-4�' `PO 2540 3awett bane, SanFoM, FL 327y1-1600 • (447) 323-3304 • Fax (407) 322-3337 2 Universal Forest Products Re: 53906980 Centex Homes Orlando 1692 A Roof The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906980 CA 53906980 CJ3 53906980 CJ5 53906980 EJ5 53906980 EJ7 53906980 H1 53906980 H2 53906980 H3 53906980, H4 53906980 H5 53906980 H6 53906980.1-17 53906980 H9 53906980 H10 53906980 H11 53906980 H12 53906980 H13 53906980 HJ5 53906980 HJ7 53906980 T8 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 3/22/2004 John M. rdsley License # 5588 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 F'ax: (336) 476-9146 G Job Truss 53906980 CJ1 Universal Forest Prac Truss Type NC 27215, Jeff Qty Ply Cer 10 1 Job s Feb 20 2003 MiTek It , Inc: c Sat Apr 19 12: I LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.07 TCDL 10.0 Lumber Increase 1.25 BC 0.00 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2001 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C=-1 1 /Mechanical, B=138/0-8-0, D=9/Mechanical Scale .1: 0-11-11 1 3x4 = 0-11-1 1 DEFL in (loc) I/defl PLATES GRIP _ Vert(LL) n/a - n/a TL20 245/193 Vert(TL) 0.00 A >999 Horz(TL) -0.00 C n/a 1 st LC LL Min I/deft = 240 Weight: 5 lb BRACING TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz B=35(load case 4) Max UpliftC=-13(load case 5), B=-89(load case 4) Max GravC=28(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C=-28 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; 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. 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ1 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jskf4-14-3 53906980 CJ3 10 1 Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.10 TCDL 10.0 Lumber Increase 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2001 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Scale - 1:7.5 2-11-11 DEFL in (loc) I/defl PLATES GRIP Vert(LL) n/a - n/a TL20 245/193 Vert(TL) 0.01 A >999 Horz(TL) -0.00 C n/a 1st LC LL Min I/defl = 240 Weight: 11 lb BRACING TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz B=63(load case 5) Max UpliftC=-52(load case 5), B=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C--43 BOT CHORD B-D=0 NOTES (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 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSIfTPI 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:53906980CJ3 Job Truss Truss Type Qty Ply Centex-Orlando/1692Aljsk/4-14-3 , 53906980 CJ5 JACK " 8 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 6RM 3X4 = 4-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 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 WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 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 Horz B=100(load case 5) Max UpliftC=-94(load case 5), B=-69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B7C=41 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; 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. 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. I 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 i 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:53906980CJ5 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 EJ5 JACK 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 5-0-0 5-0-0 CSI DEFL in (loc). I/deft PLATES GRIP TC 0.24 Vert(LL) n/a - n/a TL20 245/193 BC 0.10 Vert(TL) -0.05 A >348 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 1st LC LL Min I/deft = 240 Weight: 17 lb BRACING TOP CHORD Sheathed or 5-0-0 oc purlins. . BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=127/Mechanical, B-276/0-8-0, D=46/Mechanical Max Horz B=100(load case 5) Max UpliftC=-94(load case 5), B--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=41 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 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;Lurnber 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/TPl 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ5 Job Truss Truss Type Qty Ply Centex Orlando/1692A/jsk/4-14-3 53906980 EJ7 JACK 18 1 Job Reference (optional) Universal Forest Products,lnc., Burlingto 5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 i -1-0-0 7-0-0 Scale - 1:15.: is - 3x4 = 700 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell 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) 1 st LC LL Min I/deft = 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 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 Horz B=137(load case 5) Max UpliftC=-135(load case 5), B=-62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=61 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 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 135 lb uplift at joint C and 62 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 ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ7 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk,44-14-3 53906980 H1 HIP 1 1 - Job Reference (optional) Universal Forest Products, Inc., Burlington, N 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 13:25:37 2003 Page 1 -1-0-p 4-6-4 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 35-5-12 , 40-0-0 4,1:910 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 - 1:68. 7x10 = 700 = 5.00 12 5x6 = 5x8 = 2x5 II 5x6 = 5x6 = D E F G H I J 2x3 J TP 2.3 i C K 1 1 w1 w1 Wi 3 L B M A dI l= g o 500 = u T S R O - P. O N 500 - - 5x6 = 500 M11181-1= 5x8 = _ 5x6 = 5x6 = 5x6 = 5x6 = 500 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 Offsets X Y : B:0-2-7 Ed e , D:0-3-12 0-4-4 J:0-3-12 0-4-4 , L:0-2-7 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.93 Q-R >510 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -1.53 Q-R >308 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/deft = 240 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 1-8-3 oc purlins. T2 2 X 6 SYP No.2, T3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2 X 6 SYP No.1 'Except B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except` W1 2 X 4 SYP No.2, W1 2 X 4 SYP 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 Horz B=-75(load case 5) Max UpliftB=-939(load case 2), L=-939(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=26, B-C=-7372, C-D=-7387, D-E=-10163, E-F=-11707, F-G=-11707, G-H=-11707, H-I=-11726, I-J--10159, J-K=-7388, K-L=-7372, L-M=26 BOT CHORD B-U=6690, 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 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; 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 adequate drainage to prevent water ponding. 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.Olb 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF - Date Req:04/25/2003 Draw No:53906980H1 Job Truss Truss Type C.ty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H2 HIP TRUS 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 -1-0-p 5-9-1 9-0-0 , 16-5-3 23-6-13 31-0-0 , 34-2-15 , 40-0-0 r 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 - 1:68. 5x6 = 3x6 = 3x8 = 3x6 = - 5x6 = 5.00 12 p E F G H 2x3 _ >20,,�-C w1q 8 K A Ri Ia o � 3x7 = P O - N M L - - - 3x7 = - 3x8 = 3x10 M1118H= 3x6 = 3x10 M1118H= 3x8 = 5-9-1 9-1-12 20-0-0 30-10-4 - _, 34-2-15 , 40-0-0 5-9-1 3-4-11 10-10-4 10-10-4 3-4-11 . 5-9-1 Plate Offsets X,Y : D:0-3-0,0-2-4 , H:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 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 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.20 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-P, G-L REACTIONS (lb/size) B=1653/0-8-0, J=1653/0-8-0 Max Horz B=-90(load case 5) Max UpliftB=-344(load case 2), J=-344(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3354, C-D=-3150, D-E=-2917, E-F=-4077, F-G=-4077, G-H=-2917, H-6-3150, I-J=-3354, J-K=22 BOT CHORD B-P=3001, O-P=3974, N-0=3974, M-N=3974, L-M=3974, J-L=3001 WEBS D-P=845, H-L=845, C-P_ 140, 1-L=-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; 11Omph; 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 adequate drainage to prevent water ponding. 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 ANSIfFPI 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:53906980H2 Job Truss Truss Type Oty Ply Centex-Orlando/1692A/jsW4-14-3 53906980 H3 H rf SS 2 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 1-0-0 6-10-4 11-0-0 17-0-0 23-0-0 29-0-0 , 33-1-12 40-0-0 4,1-0,0 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 . 1: yl� 0 5x6 = 3x6 = 5x8 = 5x6 = 3x7 = O N M L K 300 M1118H= 3x6 = 3x8 = 3x8 = 3x10 M1118H= _ I00 3xt = 6-10-4 11-1-12 20-0-0 28-10-4 33-1-12 40-0-0 6-10-4 4-3-8 8-10-4 8-10-4 4-3-8 6-10-4 Plate Offsets X Y : D:0-3-0,0-2-4 , F:0-4-0,0-3-0 G:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.26 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.58 B-0 >812 BCLL 0.0 Rep Stress lncr YES WB 0.80 Horz(TL) 0.17 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=106(load case 4) Max UpliftB=-317(load case 2), 1=-317(load case 3) 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-1=-3291, I-J=22 BOT CHORD B-0=2961, N-0=3279, M-N=3279, L-M=3279, K-L=3279, I-K=2961 WEBS D-0=836, G-K=836, C-O=-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=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) 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 ANSIlTPI 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:53906980H3 Job Truss Truss Type Oty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H4 COMMON — — 2 1 Job Reference (optional) Universal Forest Products,inc., Burli 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 -1-0-P 7-1-3 13-0-0 27-0-0 32-10-13 40-0-0 4, -Op 1-0-0 7-1-3 5-10-13 14-0-0 5-10-13 7-1-3 1-0-0 Scale - 1:68 5x6 = 5x6 - 2x3 11 5.00112 -- -- 2x3 O - 2x3 C w W2 W W2 3 G 7 4 w A 6 H l r 0 Io 3x7.= N M L K -i 3x7 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 t 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 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 BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 189 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-4 oc purlins. BOT 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 (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=122(load case 4) Max UpliftB=-290(load case 2), H— 290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3309, C-D=-3016, F-G=-3016, G-H=-3309, H-1=22, D-E=-2893, E-F=-2893 BOT CHORD B-N=2976, M-N=2500, L-M=2500, K-L=25001 J-K=2500, H-J=2976 WEBS C-N=-342, D-N=496, F-J=496, G-J=-342, E-L=-430, D-L=498, F-L=498 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) 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;LumberDOL=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 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H4 Job Truss TrusTe Qty Ply Centex-Orlando/1692A/jsk14-14-3 53906980 H5 CO;;; 2 1 Job Reference (optional) UIIIVVl Sill f Ul UbL r1000U1J, 111U., oul III 19LU11, 1V1. L/L 10, JCII rXV1I U.VVV J CCU Gw GVVJ IVII I — II IVU-1 Ica, 1-0-P 7-1-3 15-0-0 25-0-0 32-10-13 40-0-0 41-0�0 1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 Scale ® 1:68. 5x6 = 2x3 11 5x6 = N M L K J 3x6 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 i 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X,Y : C:0-4-0,0-3-0 D:0-3-0,0-2-4 , F:0-3-0 0-2-4 , G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.61 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.47 L-N >998 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=138(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=620, F-J=620, G-J=-421, E-L=-208, D-L=252, F-L=252 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) 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; cantileverleft 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. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Reg04/25/2003 Draw No:53906980H5. Job Truss Truss Type Qty Ply Centex -Orlando/1692A/jskY4-14-3 53906980 H6 COMMON 2 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, 1WC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 -1-0-p 7-1-3 13-8-1 17-0-0 23-0-0 26-3-15 32-10-13 40-0-0 411-0P 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 - 1:6 5.00 FIT 5x6 = - Sx6 = E F 2x3 2x3 p W W2 W2 3 H 4 yy B I J. �+[A I4 o - - b 3x7 o N M L K- ' 3x7 = 3x6 = 3x8 = 500 = 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 Offsets X,Y : D:0-4-0,0-3-0 E:0-3-0 0-2-4 , F:0-3-0,0-2-4 , G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-0 >999 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=154(load case 4) Max UpliftB=-333(load case 4), 1=-333(load case 5) FORCES. (lb) First Load Case Only TOP CHORD A-B=22,,B-C=-3323, C-D=-3011, D-E= 2143, F-G=-2143, G-H= 3011, H-1=-3323, I-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-O=-389, D-0=546, D-M=-651, G-M=-651, G-K=546, H-K=-389, E-M=575, F-M=575 NOTES (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 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 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 i 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 ./W Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H6 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jswi4-14-3 53906980 H7 COMMON 2 1 Job Reference (optional) Universal Forest Products; Inc., Burlington, x , eff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 1-0-p 7-1-3 13-8-1 19-0-0 21-0-01 26-3-15 32-10-13 40-0-0 4,1-0-,0 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. 5.00 12 5x6 = 5x6 = E F 5x8 -- 5x8 D G 2x3 D W W2 W2 3 H W 4 W B A o �d 3x7 = Q N M L K 3x7 = 3x6 = 3x8 = - 5x12 = - 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 Offsets X Y : D:0-4-0,0-3-0 , E:0-3-0,0-2-4 F:0-3-0 0-2-4 , G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-0 >999 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 206 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 8-0-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) 13=1653/0-8-0, 1=1653/0-8-0 Max Horz 13=170(load case 4) Max UpliftB=-352(load case 4), 1=-352(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C— 3319, C-D=-3012, D-E=-2116, F-G=-2116, G-H=-3012, H-1=-3319, 1-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=-3761 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=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 adequate drainage to prevent water ponding. 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 I. 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 lCustomer No:11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Reg04/25/2003 Draw No:53906980H7 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jskJ4-14-3 53906980 H9 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 1-0-P 6-11-9 10-0-0 13-0-0 19-6-4 26-2-4 33-0-0 40-0-0 4,1-010 i 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. 5x6 = - 5.00 F12. - G 5x6=., 2x3 J 3x6 = 3x8 = 3x6 = 5x6 E F G N C Tq 2 W W4 W4 w J K AB [q 3x7 = a P 0 N M L 3x7 = 3x10 M1118H= 3x6 = 3x6 = 3x6 3x8 = 3x10 M1118H= 10-0-0 19-6-4 26-2-4 32-10-4 40-0-0 10-0-0 9-6-4 6-8-0 6-8-0 7-1-12 Plate Offsets X Y : 1:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.50 N-0 >950 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.99 O-Q >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/defl = 240 Weight: 185 lb 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.i 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 UpliftB=-257(load case 3), J=-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3326, C-D=-3052, E-F=-5297, F-G=-4761, G-H=-4761, 1-1-1= 3084, I-J=-3396, J-K=22, D-E=-3042 BOT CHORD B-Q=29751 P-Q=4576, O-P=4576, N-0=5297, M-N=4761, L-M=4761, J-L=3039 WEBS I-L=911, D-Q=2195, E-Q=-2540, C-Q=-282, E-0=792, F-O=-169, F-N=-586, H-N=355, H-L=-1836 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 DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates areTL20 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. 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:53906980H9 Job Truss Truss Type Q Ply Centex-Oran do/1692A/jskl4-14-3 53906980 1-110 MO�� 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 -1-0-0 5-0-0 12-10-0 20-8-0 1-0-0 5-0-0 7-10-0 7-10-0 Scale - 1 5x5 = 3x4 = 3x7 - - D E 3x5 = 3x4 = - 5x6 = 3x4 II 5-1-12 12-10-0 1 14-0-0 20-8-0 5-1-12 7-8-4 1-2-0 6-8-0 Plate Offsets X,Y : G:0-2-12 0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 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 0.42 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st 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. BOT 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 REACTIONS (lb/size) G=1449/0-8-0, F=400/0-8-0, B=799/0-8-0 Max Horz B=111(load case 3) Max UpliftG=-432(load case 3), F=-117(load case 3), B=-227(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1410, C-D=-1256, D-E= 37, E-F=-284 BOT CHORD 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=6.0psf; 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 adequate drainage to prevent water ponding. 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 joints) 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 117.31b 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=1.25, 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H10 Job Truss Truss Type 4ffly Ply Centex Orlando/1692A/jsW4-14-3 53906980 H11 HIP 1 1 Job Reference (optional) Universal Forest Products,lnc., Bur! , . . , NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 -1-0-0, 7-0-0 1-0-0 7-0-0 6-0-0 5x8 = R. 5x6 = D 7-0-0 Scale - 1 2x3 II 3x10 M1118H= 3x4 = jo � 7-1-12 12-10-4 20-0-0 7-1-12 5.8-8 7-1-12 Plate Offsets X,Y : C:0-5-12 0-2-8 D:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.13 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 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) i st LC LL Min I/dell = 240 Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E=1560/0-8-0, B=1646/0-8-0 Max Horz 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-13=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-1-1=275, D-F=278, C-F=14 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; 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) 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 a 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) I . 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H11 Job Truss Truss Type Q.jy 53906980 H12 HI 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 Ply Centex-Orlando/t692A/jsi(/4-14-3 , -1-0-0 6-1 1-9 9-0-0 11-0-0 13-0-7 20-0-0 1-0-0 6-11-9 2-0-7 2-0-0 2-0-7 6-11-9 Scale = 1:34. 5x4 - 5x4 = D E 2x3 F 2x3 G 5.00 ff2 C F - .. IV NI 2 - G. 3x5 = I H 3x5 = 3x4 = 3x6 = 3x4 = 9-1-12 i 10-10-4 20-0-0 9-1-12 1-8-8 9-1-12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (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 BCLL 0.01 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 G n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 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. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) G=771/0-8-0, B=856/0-8-0 Max Horz B=97(load case 4) Max UpliftG=-134(load case 5), B=-204(load case 4) 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-J=1200, 1-J=1003, H-1=1003, G-H=1210 WEBS D-J=389, E-H=414, C-J=-344, F-H=-361 NOTES (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 134 lb uplift at joint G and 204 lb 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 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($) Standard ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H12 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jskf4-14-3 53906980 H13 O. - 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 ,-1-0-0, 6-11-9 , 10-0-0 , 13-0-7 , 20-0-0 , 1-0-0 6-11-9 3-0-7 3-0-7 6-11-9 Scale -1:34. 5x4 = D 2x3 J 2x3 5.00 12 E C 2 F B Id 3x5 = C' 3x5 5x8 = - 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets X Y : G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.10 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.26 F-G >877 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 82 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. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=856/0-8-0, F=771/0-8-0 Max Horz B=105(load case 4) Max UpliftB=-213(load case 4), F=-143(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=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=737, E-G=-371 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; 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 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 ANSI/T'PI 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:53906980H13 Job Truss Truss Type Qty Ply Centex -Orlando/1692A/jskf4-14-3 , 53906980 HJ5 JACK 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, KC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18 2003 Page 1 -1-6-8 7-0-2 1-6-8 7-0-2 B E 3.54 12 Bt scales 1:w D 3A = 7-0-2 7-0-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.14 A >160 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 24 lb LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 7-0-2 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=224/Mechanical, B=280/0-8-0, D=80/Mechanical Max Horz B=91(load case 3) Max UpliftC=-148(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 BOT CHORD B-D=0 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 148 lb uplift at joint C and 74 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 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, 13=-1.7-to-D=-35.4 r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ5 Job Truss Truss T . Qty Ply Centex-Orlando/1692A/jskt4-14-3 , 53906980 HJ7 JACK 4 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Ken -1-6-8 1-6-8 A.uuu A f cu LV LVVJ IVII1 On ll IuuJtlIQJ, 11 IV. --la, -tj- 6-7-12 3-2-5 Scale =1:18.2 3x4 = 6-7-12 9-10-1 6-7-12 3-2-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.05 B-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not 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. ` WEBS 2 X 4 SYP No.3 REACTIONS . (lb/size) D=150/Mechanical, B=437/0-8-0, E=473/Mechanical Max Horz B=176(load case 2) Max UpliftD=-113(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=6791 F-13=679, E-F=0 WEBS C-G=215, C-F=-826 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category Il; 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 responsibilityb 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. i 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 t Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ7 Job Truss Truss Type , Qty Ply Centex-Orlando/1692A/jsF✓4-14-3 53906980 T8 vmz== wewm, 5 1 Job Reference, (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:19 2003 Page 1 -1-0-0 7-1-3 13-8-1 20-0-0 1 26-3-15 , 32-10-13 40-0-0 11-0�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 12 5x6 E Ia 0 N M L K J 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 Offsets X,Y : D:0-4-0 0-3-0 , F:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 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 Vert(TL) -0.47 L-N >999 BCLL 0.0 Rep Stress lncr YES WB 0.41 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 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) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=178(load case 4) Max UpliftB=-360(load case 4), H=-360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=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-N=532, 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 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 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 i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980T8 - � m — rX ^ LQ f m ti U U U C 1 _ C 3 Co C 5 EJ5 I EJ7 c., EJ5 14' EJ7 M I EJ5 EJ7 d EJ5 _ EJ7 EJ5 EJ7 cfl EJ5 EJ7 EJ5 0" 6'- I EJ7 EJ5 I EJ7 EJ7 UEJ7 IT 471� EJ7 Lo - I EJ7 7-'IT- / . EJ7 VEJ7 ER I 20'- EJ7 EJ7 5 C N y CJ5 3 CJ 1 C U co �J -CLc" U U U 24" O.C. - 2'-1 1/2" 'A V1,10.3$ a, L4-w C/) i t zl V j P L W',S REV EVV LSD . RETURSUPPORTING ��U3`sS On TUCTUR = gi 2 STICK FRAME BY N OTHERS 00 O� OQ O a a O Cn U Z � 0 � O V J a cy :s W `goo vi DRAWN BY: 7WH CHECKED BY: DRAWMG NUMBER 1310006 s•or ` s}a 4' dryer duct to roof cap law" Ica 8x4 Iwcd 45 0• 12x12 Iwcd DI 9' o sm M. am 260 Oi1� 0• � 3m o 14x8 Iwcd p0.21� 185 PAIS sf6 8• 3' bath duct 10' sas WIL AUM am to roof cap w/fan 4 lv cd V 1r- --f 5 6Y16 ff ! 4'8x4 lw :c" a� 12x12 3wcd 9' 3' bath duct . 5-! to roof cap 4 w/fan 250 a emu OEM 0 OEMa i 14' gaff 11xi[ rag f Q 8x4 Iwcd 3� 10x6 Iwcd 5 4' 70 �0 24xl8 rag was s+as ��. OPT_ 1=IRFP1 AC WAX VC-T•-C 2xi2 rag `UN � { 42X42 A/C SLAB 160 BY BLDR MIN 12x6(Iwcd 2' FROM WALL 2-CA WEE ENTRZ_ scale '1/8'=1V am 2.5 TEN W/10KW @240V iPH WAm 18x10 peen platform by bldr CIL is'xra�.a a" PLAR Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulatton value. s 0 L •� n n co M o J C �" c U •� T v Q\ K (�5 5 S } U Z cn 0i ] O w I o C) 00 0 Q X OJ 0 T 9 LL W x L`' w -i C:) o � F- L1_J ` E:1 zq cud I W 0 U : 00 > i Rating z o U) �- m w > Z Q. z w. �aF-m�-Q � -1 o Q IX m f J U) C) 0 ONE BY WOOD CONCRETE OR BUCK BY OTHERSMASONRY OPENING BY OTHERS CAULK BETWEEN. WINDOW FLANGE &.u00D.BUCK �a . � o sTucc0 BY OTHERS PERIMETER CAULK BY .OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) wI DO.w HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. .PERIMETER CAULK BY OTHERS a CAULK_ BETWEEN WOOD BUCK & MAS-Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REWD. I/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME . HEADER GLASS (TYP.) (SEE NOTES) 1-1/4- MIN. EMBEDMENT D. TUCO YOTHERS GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE o & WOOD BUCK PERIMETER. :CAULK BY OTHERS W W. (WINDOW WIDTH) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK & MAS'Y.. OPENING BY OTHERS SECTION B-B FLANGE TYPE CONCRETE OR WINDOW. FRAME MASONRY OPENING SILL BY OTHERS B.W. (BUCK WIDTH) INSTALLATION ANCHOR _ ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS SHIM AS REO'D. RIGID VINYL 1/4' MAX. GLAZING BEAD ` (SEE NOTES), (TYP.) MMuffta W.W. PRECAST SILL a a BY OTHERS � B C NOTES" SECTION A -A FA 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". D E 2) WINDOW FRAME MATERIAL- ALUMINUMALLOY 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 J B K VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED. ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. G EXTERIOR OF WINDOW FLANGE. F 6),;IF , EXACT. WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE,, FOR. THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8).- LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I 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- A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN_ THIS PRIM ALSO APPLIES - Td THE,: FLORIDA EXTRUDERS 1500 AND. 2000 ELEVAT[ON SEEZIES-SINGLE .RUNGS:', I1) WHERE'WINDOW: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. S B TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PSF SIZE - - SIZE 12 18 1/8 X 25 B B F.G F,G 13 18 1/8 X 37 3/8 8 8 F,G FIG 14 18 1/8 X,49 5/8 B 8 F,G F.G' 145 18 1 /s x 55 1/4 8 B F,G F.G 15 18 1 /8 X 62 B 8 F.G F.G 16 18 1/8 X 71 '.. 8 B F,G F.G,H _ 17 18 1/8 X 83 8 8 F,G F,G,J,K IH2 25 1/2 X 25 B B F.G F,G 1H3 25 1/2 X 37 3/8 8 B F,G F,G 1H4 25 1/2 X 49 5/8 B B F,G F,G,H,1 1H45 25 1/2 X 55 1/4 B B F,G F,G,H,1 1H5 25 1/2 X 62 8 B F.G F.G.H.1 1H6 25 1/2 X 71 8 S F,G F,G,H,I IH7 25 1/2 X 83 8 8 F,G,J,K F,G,J.K 30 1/2 x 26 29 1/2 X 25 8 8 B F,G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 8 t F,G F,G.HJ 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B B F,G F,G,H,I 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 8 F,G F,G,H.I 30 1/2 x 63 29 1/2 X 62 29 1/2 X 71 B B B F.G,H,I F,G,H.1 30 1/2 x 72 30 t 2 x 84 29 1/2 X 83 B 6 F.G.J,K F,G,J,K 22 36 X 25 8 B 6 6 F,G F,G 23 36 x 37 3/a 8 B F,G F.G.Hj 24 36 X 49 5/8 B 6 F.G F,G,H,I 245 25 36 X 55 1/4 36 X 62 8 8 F,G,H,I F,G,H,t 26 36 X 71 B 8 F,G,H,I D.E.F,G,H,I 27 36 X 83 B 8 F,G,J,K F.,G,H.I,J,K 42 x 26 41 X 25 B 8 8 8 F.G F,G,H,i 42 x 38 3/8 41 X 37 3/8 B 8 F,G F,G,H,I 42 x 50 5/8 41 X 49 5/8 8 B F,G,H,i F,G,H,1 42 x 56 1/4 41 X 55 1/4 X 62 B B F,G,H.1 0,E,F,G,H,1 42 x 63 42 x 72 41 41 X 71 8 8 F,G.H,1 D,E,F,G,H,1 42 x 84 41 X 83 8 8 F,G,J,K F,G,H,1,J,K 48 x 26 47 X 25 B 8 A,C A,C F.G - F,G F,G,H,1 48 x 38 3/8 47 x 37 3/8 8 A.0 F,G F,G.H.1 48.x 50 5/8 48 56 1/4 47 x 49 5/8 47 X 55 1/4 B A,C F,G.H,1 F,G,H,I x 48 x 63 47 X 62 71 B A,C A,C F,G,H,1 F,G,H.I D,E.F,G,H.1 D,E.F,G.H,I 48 x 72 47 X 47 X 83 8 8 AC FGJK DEFGHIJK 48 x 84 32 52 1/8 X 25 8 A,C F.G F.G 33 52 1/8 X 37 3/8 8 A,C F,G F.G.H,I F.G.H,1 34 52 1/8 X 49 5/8 52 1/8 X 55 1/4 8 B A,C A,C F,G,H.1 F,G,H,I 0 E.F.G.H.I 345 35 52 1/8 X 62 8 A,C F,G,H,i D E F,G.H,I 36 52 1/8 X 71 6 A,C F,G,H,I D E,F,G.H.1 • 37 52 1/8 X 83 6 A,C F,G.J K D.E,F,G,J.K,J,K. • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. roj INTERNATIONAL, INC ° + FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1.000 1,.500 .8 2000 DRAWN BY: B B APPROVED BY: DATE: IO/O9/O1 SCALE:NTS DWG_: FLEX0016 ooro -n Pv- PPnnl lrT .v, APPI IreTI(1N FKrIN� FRING- INC.. 250 INTERNATIONAL PKY.. 5UITE 250. HEATHROW. FLORIDA 32746— PHONE. 407 805-0365 FAX 407 805-0366 I � y^ - r!- k C n i lSa ru ,.r — i X _�SI Eti B.Y .' 0 � . _TFi t _ ; F% f ^ SAIL ' _u\. td L S, i jr� TLiFi= vlt 1 _Fl i V —: <S ' 1 iCONCRE B . _. l-'i?v: i t � - - ;Y u K r. X :/_2 J_L:. l— �L� X 3l r J= ' EMBEEHEwf .' 1 t \ - ._-. - \ - .. - 7 t.,r. — i. ..- - ..t iC.'~+•_.: n.. - rt.Vr!-'i�K Jl.4� ii.A \ r` — r ' '• `- 1. i\�. r.,; - 3r —: c - ,- `. � ,. �. t„�- - - I. _ .. •sue. ..- -. ... •. ! i \- 1 u .�� _.._Lti$ _ r� >_` t` f X .'_r - i `I =X _.E RNA.: 1AU:-. ON �. 4 t� I _t, _ 4 —r S-. . t „ r. : P:� S'�S ! r e 4'� L!�t3 I — �yr ' [—\ !' j r"ef� i��+ 1 ,\ RI y 1-i_j`. . F _ Cyr` i !ON At% —A. i i J� .� ; I_},,� f� 8 L � I� �'.t_ . 4 , �f` �F'i_It� is�1 ti�;u` '"yr ��1_L .`'t1r't i � i ;S • _— - - x G IfSJ %L i� ru i i1_ ri 2 li3L �v_�.i r ►v i�C r v X_ , JAMB 0 i _ .,J!___1 JiV _r 11�B T � _ 10,02 r- �' 1 :f V i T'YP,7 i JAMB r TA! E , F~ 4 i/S S__�. j1,Sjgt F_ATi���v ^7VISi!1R / r— n TA e n�i X r r / *^. Ste_` C^R ;A, AN : ,-. _��n ♦ 1_ Y: Tr':P. _^.� SMS A P P 1 N G CMS l I ' _ 1! SID L CLIP �.., - - \• i f,j CI �" �. JL4LH�'1 T:iS ..t __ _� \ _ _/2 SE - ND.T• F. ANGFS ! t l4 Pli1i. t4 J \ �( SLQ A-1 i BE T WcEry \ S Ah -Lt! E'v, T_!a %t '_ C S _ _ �_ 1 \\ n �_ Wlhru-., t �A'vC�S A_ uLLIEh E."3c-DH N WI aDOV . LANESj Q s Tt X I—i/� - a CL S11- _ B ' H'—R' SEr� v� i J rr , . APPIThG SIM'S r:P� .IYC7 •J i`'�J ,— - 1.4 T�if `}— - r -T;�ti I t ..1. t c} `. r.��t it^. F n. I.t\ Y\ _- I f rt` t << J �. 'J r� J1 J ii'•�tV_i1—f; kct _ , ,v :ALL.!T���1 r^-�i`_ti p rr- P_u�:!� Ll 9 � k 4 X :3 o f NAO n i i ! F. --- ' O J( -- - , 011 _ .1r,N.� .:c-, r , x; .. ..1GI�•3 :: , " .) � STY." uo rc• _f � _ ' l ;i . �I:�_ , �. r C ,l.J.f l I A ;PING S.' Z - `tr i \btu- Lj � I t rid' C'.P .. .,i • INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA` TITLE:r7- r ,. ttr cafYti=_s ``ETf_SEAAtiI il I lr_( i r~ r 0 J \ t— _.T JL?\tW!N�'�W FLAnr�^WINDOW -. . T \ a MULLION•, F^,;L- uv = ��F.Suu i �AP /C T T i"r tSYPiltr7 SMS TAi ♦G JM� LI :, DRAWN BY: ;- 3 a �•,•, ; P APPROVED BY: �.-T}.:�,\i. .. -� _ ��.. ., .-,. .i r.^.Z �!✓ J 4.. 4. vas —_ - l i �. _ .-.. -� .... KA.r-1. f ; - SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES CAPACITY CAPACITY :CAPACITY i CAPACITY. (CAPACITY c � CAPACITY ;CAPACITY � CAPACITY 8`tX2 ai 8'1X2 7 16X1 81X2 7 16X3 / / 1 X4X1 /8 1 X4X1 /8 � 1 X4X3/8 1 X4X3/8 � 2X4X3/8 , CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY 1 X2X3/8 1 X2X3/8x2 7/t 6xt J / / , / / !TUBE L WINDOW WINDOW 1 X2X1 /S 1 X2X 1 /8 :TUBE MULL i TUBE MULL ; i TUBE MULL I TUBE. MULL T2BANCHORSL I T4BANCHURSL , T4BANCHORSL T4BANCHORSL ; 68ANCH0 ANCHORS `. TUBE BANCHORS L T68ANCHORS T6 NCHQ S CALL SIZE TIP -TO -TIP TUBE MULL SIZE 2 ANCHORS {` 4 ANCHORS ! 2 ANCHORS A SECT. A -A 2 4 ANCHORS I 2 ANCHORS I SECT A-A(2) SECT. A-A(3) y _- t �, I SECT. A -A 3 SECT. A-A(4) = 'SECT A-A(4) IS ECT. A-A(5) ;SECT. A-A(5) SECT. A -A 6 SECT. A-A(6) SECT. A -A 7 SECT. A -A i �, -- - ----- SECT. . 336.52 1692.83 i 336.52 ' 732_42 1336.52 � 732.42 791.81 11187.72 791.81 : 11187.72 11187.72 12 I 19 1 /8 X 26 336.52 732.42 209.72 ; 429.55 - 209.72 ' 456.46 , 209.72 ; ; 456.46 493.47 ? 740.20 493.47 ` 740.20 740.20 13 -- 119 1 /8 X 38 3/4 209.72 - - -`- 1 /8 X 50 5/8 13i _ 1317.66 I �131.23 152.75 1 177.46 152.75 193.92 -_�_ _ 152.75 -- 271.83 ' 359.41 _ 539.12 ^ 359.41 ��1`479.33 1�539.12 1539.12 14 i19 .23 1.27.29 1 127.29 -' ' 135.81 : 139.09 i 135.81 194.97 ! 319.55 , 46017 ' 319.55 479,33 145 - I19 1 /8 X 5fi 1 /4 94.1394.13 89.21 89.21 97.48' 97.48 119.85 136.64 1282.02 - -- 42�3.03 _ 282.02 423_Q3 - -- 1423.03 15 19 1 /8 X 63 65.97 65.97 ' 64.27 - 64.27 --- 190.09 90.09 . 2.62 - 212.62 296.98 6.98 365 75 16 - 19 l 8 X' 72 43.49 _ �84 = 43.49 - 58.81 i 58.81-� ' 39.83 ; 39.8355.84 _ _55.84_ _ I t31.79 131_79- 18.4.08 184.08 ; 294.03__- 17 -- -- - 19 t_/8 X `26.96 ' 26.96 36.45 - -3------ 36.45 1262.87 572.13 _ 1262.87-_ _ = 572.13 618.52 ; 927.78 1618.52 �r- 1927.78 1927.78 1 H2 26 1 /2 X 26 _ 2fi2.87 X 38- 3 & 157.93 / ; 572.13 1239.21 262.87 - 157.93` ; 541.20 323.48 - , 157.93 1343.74 157.93 343.74 ': 371 .61 557.41 371.61 557.41 i. 557.41 1H3 H4 6 1 2 6 1 /2 X 50 5/897.25 97.25 1 13_20^_ . 131.51 ' 1 13.20 _ -100.17 143.71 1 13.20 ' 201.45 266.35 399.53 266.35 ; 399.53 399.53 : 1 ` - - - _ 6 ' 93.89 93.89 102.59 100.17 143.81 235.70 339.42 235.70 1353.55 353.55 1 H45 - 6 1 /2 X 56 1 /4 69.43 .43 - 148.44 i 65.51 S 65 1 i 71.58 71.58 88.01 11.00.34 267.10 - ; 238.83 ':, 207.10 j 310.65 --' 310.fi5 1 H5 I 26 1 /2 X 63 ; 48.44 -__ , 31.79 42.99 142.99 146.98 ' 46.98 165.86 165.86 i 155.44 - i.1.55.44 217.1 1 . 1217.1 1 i 267.38 - 1 H-6 26 1 /2 X 72 31.79 -T 26.53 ! 28.99 j 28.99 ! 40.64 40.64 195.93 95.93 133.99 - 133.99 ---- 214.02 - - 1 H7 ( 26 1/2 X 84 ; 19.62 19.62 r----- �26.53 471.75 l 21 s.75 ! 4 5 -- 216.75 _ r- - i 471.75 151 A 1765 j 510 765. j 765 ZZ I 37 X 26 ! 216.7 5 471.75 I _ 216.75 ; _ - ; 122.22 - ; 2_ 0 122.22 - 266.OQ -_ i 287.57 � 431.36 1287.57 431.36 j 431.36 23 - - - - - 137 X 38 3/8 122:22- 173._ ; 1 85.12 t 22.22 85.36 250.32 99.17 185.36-'_�108.37 ~ ' 85.36 151.91 _ 1200.86 301.29 200.86 301.29 1301.29 24 -- -- �37 X 50 5/8 34 r--------- 51:97 73.34 - 51.97 - 70.28 70.28 i :74.98 _ 176.79 - 74.98 --T__ _ _ - . 107.65 176.43 254.07 -- 176.43 ------ 264.64 - - 264.64 -- 245 ,37 X 5 6 1/4 - i------` 48.70 i 48.70 ; 1 53.21 ; 53.21 " 65.43 74.59 ' 153.96 176.06 153.96 , 230.94 - ! 230.94 _ 25 37 X 63 36.01 ; 36.Oi _ 31.74 31.74 - ' 34.69 134.69 j 48.62 ' 48.62 1 14.76 1 14.76 131.61 i 160.30 _+ 197.41 26< ! 37 X 72 23.47 - 123.47 114.39 `:. 19.46 E 19.46 21.26 _ 121 z26; !.29.81 29.81 70.36 170.36 98.27 98.27 156.97 27 37 X 84 ' 14.39 T --- _-- _- _ _ 417.04 _ 191.61 _ i 394�49 9 191.61 1417.0491.61 ; 4'J 7.i74 .. 450.85 ; 676.28 1450.85 ' 676.28 1676.28 32 53 1 /8 X 26 191.61 - -; - --;- j 98.38 1 214.14 24 14 231.50 347 25 ; , 231.50 ; 347.25 1347 25 33 ^-- 3 1 /8 X 38 3/8 98.38 ' I 149.02 j 98.38 65.45 201.51 76.04 65.45 1�,� `- - i 83.09 i 65.45 f 16.�17 - 1_9d .00 J ; 231.01 - 1154.00 T 231.01 - - 231.Q 1 343 1 8 X 50 5 856.23 / / - 56.23 -T--- _. - 1 1 56.734 :' ' i81.44 133.48 ; 192.22 - 133.48 200.23 ! 200.23 345 -�- ' �3 1 /8 X 56 1 /4 39.32 - 39 32 I ; 53.17 ; 53.17 j 36,40 156.73 1 39.78 58.10 j 39.78 ! 48.91 i 55.7� • j�A5:08 r- ; 131.60 - ; 1 15.08 , 172.63 172.63< 35 53 1 /8 X 63 ' 26.92 ~- ' 26.92 36.40 _ ' --;-.T__-_�-� ' 23.45 _ 25.62 -r - ; 25.62 --- t 35.92 ----- - ' 35.92_ �- - 84.77 184.77 97.21 118.41 145.82 36 17.34 153 1/8 X 72 1 7.34 1 23.45 T 21.77 21.77 151.39 51.39 71.78 71.78 1 120.81 37 �i • 53 1 /8 X 84 ` 10.51 1 10.51 14.21 14.21 15.53 15.53 SERIES 1-000 & 1500. FLANGE VERTICAL INTERNATIONAL, INC. FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES TTTLE:Ij r ` Cl IN, �`t� :_ �,>�..= �L ` SHEET 2 OF 2 y F �U L L i JN�J 1j� i �0�� JEk, 1 Uri' NOTE: A) NUMBER OF ANCHORS -NOTED FOR TAPCON - � � DRAWN BY 4 'j- �j ' APPROVED BY: FASTENERS REQUIRED AT EACH END. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X rr-�� "a c - DATE:J _1 f i _ :`ter SCALE: r u'_ DWG.: '_ V�1� L P' 2 i u INSTALLATION ANCHOR— DOOR WIDTH /a' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'O'D #8 SCREW. TWO BY WOOD #8 SCREW SHEATHING (SEE NOTES) 1-1/8 MIN. BY OTHERS ' 'OTHERS EMBEDMENT TWO BY, WOOD` CAULK BETWEEN TWO BY WOOD BY OTHERS DOOR FLANGE SLIDING GLASS BY OTHERS & SHEATHING DOOR FRAME CAULK 'BETWEEN JAMB. HOOK STRIP & . SHEATHING. . SLIDING GLASS DOOR HOOK STRIP SHIMAS .REO'D. 1/4" MAX. a SHIM SPACE (SEE NOTES) INSTALLATION ANCHOR 1-1/8' MIN." MIN. #8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS STUCCO cTYP.) CAULK BETWEEN _ OR SIDING DOOR FLANGE BY OTHERS & SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.) STUCCO OR SIDING GLASS (TYP.) OTHERS ❑R SIDING $Y ❑ ERS BY OTHERS SLIDING GLASS DOOR j ; `` '� ♦ �'-` C. - INTERLOCK - t...-. t L1 �►p s...iL ii. .' a'. DOOR My; ! '"9 r^. TN: 1 Sri j '?^' J HEIGHT rI��_� ry..�� SECTION B-B HOOK STRIP DETALL uDERS9 L!' Ira, -•p A ML ,) l '�`� .. �- , NOTES: 1)_ DOOR MATERIAL: ALUMINUM ALLOY 6063. ; 2) u8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE mIK EMBEDMENT OF 1-1/8' INTO ,WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF i SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4',-INTO MASONRY OR CONCRETE. ; 3) INSTALLATION ANCHOR CHART ON: BACK OF THIS SHEET. / 4) "USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. / 5) USE SILICONIZED ACRYLIC CAULK_FOR PERIMETER SEAL AROUND EXTERIOR'OF DOOR. 6) 1F EXACT DOOR SIZE IS NOT LISTED IN ANCHOR.CHAR-T, USE ANCHOR QUANTITY LISTED WITH NEXT SLIDING GLASS / LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. ODOR FRAME 7) FOR POCKET DOOR SIZES USE -CLOSEST BYPASS DOOR SIZE 8 CONFIGURATION TO FINISHED OPENING. SILL ; B B PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER. REQUIREMENTS OF ASTM E1300 GLASS, CHARTS. 9). DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE, GLAZED OR INSULATING "GLASS. D 10) JAMB / SILL CORNERS -ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11), SHIM AS REO"D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 12)- ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS A 13) WHERE -X- REPRESENTS MOVING PANEL AND"'0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK [IF THIS SHEET.,- 14> NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION - a EMBEDMENT EXTERIOR ELEVATI❑N SECTIONS 'A -A`, 'B-B' s HOOK STRIP DETAIL APPLY TO INSTALLATION OF .ALL APPROVED ° D e Q n EMBED MIN: CONFIGURATIONS. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES To 2000 SERIES AND 500 SERIES. D REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY. FLEIRID CAULKING UNDER -SILL A SANF:ORD FL. INT. INC. OR SET- SILL IN BED INSTALLATION ANCHOR -0F G❑NCRETE 3/16' DIA: TAPCON TITLE: SLIDING GLASS DOOR SECTION A -A INSTALLATION WITH #8 SCREWS i ��OZ DRAWN BY: BB APPROVED BY: I 1 ATE: 12/17/01 SCALE: NTS DWG #1 LEx0027 SHT I OF 2p r - #8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOUR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 6I PSF TO UP TO 46 PSF TO 61 PSF TO PSF CONFIGURATION 45 PSF 60 PSF ZO PSF 45 P,SF 60 PSF 70 PSF 45 PSF 60 PSF 70 4068 XX, Ox, X0 48 X 80 6 6 6 8 8 8 8 8. 8 4 4 4 4 4 4 5068 XX, Ox, XO 60 X 80 6 18 6 6 8 8 8 8 4 4 4 6068 XX, OX, X❑ 72 X 80 8 10 10 8 8 8 4 4 4 8068 Xx, Ox, X0 96 X 80 10 12 12 8 8 8 4 4 4 10068 XX, DX XO 120 X 80 12 6 6 10 10 10 5 5 5. 5080 XX, OX, XO 60 X 96 6 8 8 10 10 10 5 = 5 5 6080 XX,, ❑X, XO 72 - X 96 8 10 10 10 10 10 5 5 5 - 8080 XX, Ox, XO 96 X 96 ' 10 12 12 10 10 10 5 5 5 10080 . XX OX XD 120 X 96 12 6 6 12 12 12 6 6 6 50100 XX, ❑x, xO 60 X 120 6 8 8. 12 12 12 6 6 60100 xx, ❑x, X❑ 72 X 120 8 0 0 12 12 12 6 7 8 80100 XX OX X❑ : 96 X 120 12 12 8 8 8 4 4 4 9fl68 OXO 109 1/8 X 80 12 8 8 8 4 4 4 12068 OXO 145 1/8 X 80 14-. 14 14 8tttft4 4 4 15068 OXO 181 1/8 X 80 16--:: 16 12012080 16 9080 ❑X❑ l09 1/8X 96 12 105. 5 ❑X❑ 145 1/8 X 96 14 14 14 105 5 5 15080 OX❑ 181 1/8 X. 96 16 I6 16 12 12 12 5 7 8 90100 ❑X0 109 1/8 x 120 12 12 ' 12 12 7 8 120100 OXO 145 1/8- X 120 14 14 14 8 8 8 8 8 4 4 4 4 9068 XXX 106 5/8 X 80 12 ` 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 10 10 10 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 5 15080 XXX 178 5/8 X 96 16 16 16 12 12 12 6 7 8 90100 XXX 106 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 4 4 4 8 8 8 4 4 10068 OXXO 119 5/8 X 80 12 12 12 8 - 8 8 4 4 4 12068 ❑XXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 QXXO 191 5/8 X 80 - 18 18 18 1 10080 0XXO 11 / X 12 12 12 1 10 1 10 1.0 5 5 5 12080 ❑XXO 143 5/8 X 96 14 14 14 10 10 10 5 5 5 16080 OXx❑ 191 5/8 X 96 18 18 18 12 12 12 6 7 8 100100 OXXO 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 ❑XXO 143 5/8 X 120 14 14 14 12 12 12 6 7 8 1160100 (]XXO 191 5/8 X 120 18 18 19 4 4 4 10068 XXXX 11 1/4 X 12 12 12 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 .16 16 10. 10 10 5 5 5 10080 XXXX 117 1/4 X 96 12 12 12 10 - 10 10 5 5 5 12080 XXXX 141- 1/4 X 96 14 14 14 10 10 10 5 5 5 16080 XXX-X 189 1/4 X 9-6 16 16 16 12 12 12 5 7 8 -i00100 XXXX 117 1/4 X 120- 1.2 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 -X 120 14 14 14 12 12 12 5 7 - - 1601-00 XXXX 169 1/4 X 120 16 16` 19 EXTRUDERS F LO.R I D A INT. IN. SANFORD, 'FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8. SCREWS ENGINEER: DRu_ BB DATE, 12- 21/01 j ANCHOR NOTES: 1> FOR MASONRY OPENING W/TW❑ BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE: CIVIL SCALE. N.T.S. DvG_ "o- FIEX❑027 :- RE . LETTER: SHEET _ .. FL. REG. NO= - ' d7IS�� � nc � 6;ENERAL NOTE5 1. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON-51TE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE 5UB-00NTRACT0R5. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR 5PECIFICATI0N5. 3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNI5H.ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", PRA;014N TO n "" w I "".. ALL � I-tXIII 1�PLANS �A�REE DRAWN TO THE SCALE � /Ve = 1'-0", _7�)(6EZ-T7-0R TIIE 1r PLTIT'iD REAR EXTERIOR EELS ATl""lTIVI�J e BASIC WIND SPEED = qO M.P.H. (FASTEST MILE) 110 M.P.H. (3 5EG0ND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE GOEFFIGIENT ; +/- 0.15 (INCLUDED IN DESIGN WIND LOAD) DEVON WIND LOADS WALLS = +22 , -15 PSF - ROOFS = +20 -20 PSF (-50 PSF AT OVERHANGS) SHEET NO. C - COVER SHEET 1 - FOUNDATION PLAN, FILLED CELL DIAG. 2 - PRECAST LINTEL DIAGRAM 3 - PRECAST LINTEL LOAD TABLES 4 - FLOOR PLAN 5 - TRUSS LAYOUT 5.1 - STRAPPING SCHEDULE 6 - EXTERIOR. ELEVATIONS 7 - ELECTRICAL PLAN, ELECTRICAL RISER, PLUMBING RISER 8 - GEN. NOTES & TYP. CONST. DETAILS 9 - GABLE END & OPENING DETAILS ENGINEERED BY: KVIRRICANE ENGINEERING (407) 774-9003 - FAX: (407) 774-6477 P:O. BOX 161613 ALTAMONTE SPRINGS. FL 32716 1NOMAS J.-ANDERSON PE/ 47619 ffii3 sN ®c LL I- W -W J W W O U c U.1%!E oji O X �sf p !L,_� 6Y: 6f6.1L0G sheet C` ofi - MAXIMUM SPAOING OF FILLED CELLS FOUNpAtioN PLAN NOTES 16112 UNGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD 1) ELEVATION 'A' SHOWN: SEE PARTIAL PLANS DE516N WALL PRE554ARE T = 22 P5F ON SHEET 'A3 B' FOR ELEV. 'B' CHANGES. 2) THIS STRUCTURE HAS BEEN DESIGNED TO MEET MAXIMUM ALLOWABLE TENSION ON HOLLOW GORE UNITS OR EXCEED THE 110 M.P.H. 5 SECOND GUST WIND 15 25 P5.1. - A.6-1. 531 TABLE 10.1 LOAD REOUIREMENTS OF THE FLORIDA — SECTION PROPERTIES 5' PARTIALLY GROUTED BUILDING GORE 2001 EDITION. " "" "'#""" Q =PILLED DELL W/ '-C 3) AIR HANDLER TO HAVE MIN. 4" CLEARANCE (1) #5 REBAR VERT. WALL = 45.43' (MA50NARY 5TRUCNRE5 A.G.I) ON ALL SIDES AND ENCLOSURE SPACE TO BE M = HI*1 /8, 5 = WL'LX12/ 8XT = 95.43 , I = 10.4 FT. MIN. 12' WIDER THAN APPLIANCE. USE V-O" HORIZ. 5PACIN(5 - V-4" CEILING MAX- (F5 = 13) 4) A/C PLATFORM BY BUILDER HRICqr E USE 6'-0' HORIZ. 5PACIN6 - 10'-0* TO 12'-5" CEILING. MAX ENGINEERING U5E 6'-O' HORIZ. SPACING - IV-8' TO I8' CEILING MAX. B PA 9= 161913 gSMgN1E(40 WPSCS, n 32716 ADD LINTEL W/ (1) #5 CONT- ® W-4" HGT. (+/- 8") Words a *oms PE1 aela 5/4'R: DOOR 3/4REGE55 AT A-i 20:-0" v-0" �I FOUNDATION PLAN ELEV. "A" V4"=1'-O" V-4" 'V-4" V-4" I4'-O" z � '5 EL- zs o O�— O zz U O 7 :E -W O —� LL —� LL Sfps Sv 2 dQe� k4 u �g e� =gig I list lilt levlsbrtX a"ec. mwnq d-oa designed bx 1a d1aWa by erm. design. aredWd nY aww sheet: 1 Of: ---------------, 1 :OPT. 12'0) 4" PAFid �g id OPT. LOCATION A/G COND. W/ 36X36X4 GONG. PAD / 65X6 OX4"1 PATIO c, a L-w7 I E m- - _.._.._....................... .... . — Z= P -= OR ASS RfT4e �K0.�� 1692 LINTEL SCHED. LINTEL LENGTH TYPE COMMENTS NO. L 1 I-V-4° 8FI6-IBAT ALLIED LINTEL: A-13. L 2 7'-b" BFIb-IB/IT ALLIED LINTEL: A-5 L 3 1'-6" 5FIb-IB/1T ALLIED LINTEL: A-5 L 4 4'-(," 8FI6-013/IT ALLIED LINTEL= A-3 L 5 4'-b" 8FI6-013/IT ALLIED LINTEL: A-3 L b -1'-6" bFIb-IB/IT ALLIED LINTEL: A-5 L - 4'-6" 81=I6-OB/IT ALLIED LINTEL A-3 L 8 4'-6" 8FI6-05/IT ALLIED LINTEL: A-3 L 9 4'-6" 8FI6-05/IT ALLIED LINTEL: A-3 LINTi=L DIAGRAM NOTES I612: 1) SEE FOUNDATION PLAN FOR FILLED CELL SPACIN(S. 2) SEE SHEET "Ab.1" FOR LINTEL TABLES. A/G COND. NV 36X36X4 GONG PAD LINTi=L DIAGRAM NOTES I612: 1) SEE FOUNDATION PLAN FOR FILLED CELL SPACIN(S. 2) SEE SHEET "Ab.1" FOR LINTEL TABLES. A/G COND. NV 36X36X4 GONG PAD n LINTEL PLAN ENGINEERING (4a11 n"-ww FRC (. n n.-64n - P.Q 9 161513 &TIUMM R 3D16 - TFgIMT 1 MMUtSON PU 47619 L-4 z J w z_ J •- Q U w Hit JY; gl MA 6ei Of NF Atli a ��8 I designed by. N drawn by. dr design c11ad®d by a . W. o1-n-m (t sheet 7 2 �t- NOTES: CAST-CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS precast lintels = 3500 psi. 2 f'c prestressed iinlels = 6000 psi. S. f'c grout = 5000 psi w/ maximum 3/8' aggregate. 4. C,ona-ets masorry.units (GMU) per ASTM G40 w/ mhtrnvm not area comprassNe strength = Ia00 ps1. ram_ R.ebar provided in precast lintel per A5TM All GRGO. Field rebar .per ASTM A615 GR40 or 6R60. b. Prestress" strgM .per ASTM A416 grade 210 low relaxation. - 7. 7l32 wire par At.i A510. g 1 fortctr per ASTM G2.10 type M or 5. GENERAL NOTES 1. Provide full mortar head and bed joints. 2 5horefilled lintels as regvired. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4 Lkltels are manufactured with 5-1/2 long notches at the ends. to accommodate -vertical cell rekiforchg and gc�rrouting: Al 5 l Ihtels meet or exceed L/360 vertical dot on, except lintels IT 4''and longer with o nominal height of 6' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. '1 7/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. b Gast-h-place concrete may be provided in composite lintel in lieu of concrete moso" units. Safe load rats based on rational design analysis per q' AGI 518 and AGi 550 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception, Safe bads for unfilled lintels must be reduced by 20% if bearing length is less than 6-I/2'. 5afe loads for ail recessed lintels based on 5' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specifled. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonol reinforced masonry dove the precast lintel. 6. One e1 rebar may be substltvtod for two #5 rebors in H' lintels only_ 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 5. For composite lintel heights not shown, use safe load from next lower height. q. All safe loads In units of pounds per -linear foot. - 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 40�4san GRAVITY LEt4&Tti TYPE 5w16 e1as-W 4'-4' (52) PRECAST F469 691 9059 2402 5454 442q 5go4 6800 ID27 94M 44" 6412 -MI g4t6 10076 4'-b' (5'4") f'R£CAST 657 1'w4, 2"Z 2'fl4 5600. 4407 5315 .6264 ri02 9*2 44D2 6472. 7441- 9416 M-10 5'-8' (68') PRECAST 1H5 032 i6C2 1550 2055b 2566 3015 SW 169 2 662 40'14 "12 6516 1114 6H99 5'-10'-(70')-PRECAST 735 T" 1'� -H44 M24 2400 2H16 53M 1109 2051 !9N1 6412PZ2 5450 6411 b'-8" (80) PRECAST 622 401 10TI -2959 2476' 9012 4522 901 ,167T' -i40 49:- : am om 1'-6", (40')PREGA5T...66s "IW '1=T1 2252 ' 1450` 2g44 8499 '164 9T7. 2914 960q. 6624 Sls]' q'-8• (Ilb-) PRECAST - 971 420 DD4 IUD bT116{4 IDe6 3595 2e75 8" PRECAST WZ 2" RECESS DOOR U-LINTELS ►s -4^M UPLIFT LATERAL LETYTH TYPEr.2 eliW (52") PRECAST 6Ts241D 9260 4112 4%7 s025 432 q52 � I51q 2999 9rP0 400e 4850 56% PRECASTMW B01 2911 91Zt 9A9T - 4T56 5577(54') 2240 9006909T4640 54W858Dss PRE -CAST M ITi3 2425 5055 560q. 4=5 gq 5a. 02 M ;2MVI 29'M 9603 4250C10) PRECAS 11w 1142 ,.2952 2465 55M 4M1 469 464 . Dqb toga 16g0 '22. 2DA1 5491 4106 (b0') PRECAST 002 EKS 2042 2573 3101 3642 H90 1100 1969 2509 9055. 3569 (g0) PRECAST 668 647 1525 1810 2280 2153 322T TO 941 656 b4q - 1502 rf62 2225 2640 9I5 T (IIb") PRECAST 595' 499 HOH, 1129' M15 - rfa4 1993 516 6K 533- s2T 1009 ' I364 1729- 200H 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD RE13AR "5 REBAR AT TOP F = FILLED WITH GROUT / U = UNFILLED MIN. (1) REQ'D QUANTITY OF "5 REBAR AT 1-1/2" CLEAR OF LINTEL CAVITY U= I }y���BOTTOM C. 85F I&- / I T A I.N. 1 Les Q LQUANTITY 85 Z NOMINAL WIDTH OF GROUT NOMINAL HEIGHT-]REBAR AT TOP tD *5 REBAR AT BOTTOM OF LINTEL CAVITY -5/8-ACTU L BOTTOM REW-ORGIhr, PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH T`�(FE DES I ONAT I ON 8 PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY - IBM lveE 1 Dr6-1a er7rle errs-� 2'40134'1 PRECAST 8166 447s 6o 7mx 9004 10412 M46 . 290 9166 441S 6a®9s'1 1526 - 4004 104-M 11996 9'-b• (42) PRECAST 230 95-M 4684 6001 i36 8690 g447 3166 4419 609q =6. 4004 10412 M6 4'-0' (46') PRECAST 2 24-W 3461 44M . 5410 6564. 19s0 2646 '44-0 609q 1526. 4004 10412 0156 q'-{,". (54) PRECAST IbSt rfe7 M13 zbs7 3409: - 414q 4896- 5644 2170 4C27 605q 1526 4004 104-0 4666 5'-4" (64') PRECAST 11&4 12� 1901 16oA 29" � 2D26 9996' 5646 I665 :: 20D4 5097 66,* 5400 6424: 1450: PRECAST gT2 woo -. losq 4414 MM 1-2304 2121- s137 1454 2464 4144 5456 4431 52D0 6122 PRECAST 93-( 1255 - 2101 92" 2746 995D 5`M 45D5 L65,- Mal 5946 5260 104 b4'5 '6890 i 6• (a0') PRECAST 761 - 1024 1615' .2WS ' 1.4 2494 2568 s53s t029 r 1673 . 2610 9D5q , 55%' 661D%"sa4T. (112") PRECAST -16D.. 692 nevi 146q. ,1210 "F462 . 41" .:2027.: M .18b 2544 .3464 4oso- SW 10'-6YI267 PREGA5T 462- „Dmx 1ta 41s .I22 K=0" 1- 650- W25 1514` 26, j"4 9190 2404 11'-4' (136') PRECAST r445 54Da1 0" M4 2555" rw9 2" 54H q55 -1965 1894 -2441 500 4044 12'-0'(144") PRECAST -'- 064 125t 1604 2014 1s'Io 1DID 555 664 t254 hV0 2211 2D52 s5A0 13'-4•(1607 PRECAST 362 I I I tit .5 1224 .4. q85 746 kT* 1450. 1695 2545 2g20 14'-0'(166) PRECAST 981 646 qM Iwo N62 - W07 1260 338 40 -100 1005 -.IM M4 21M 2"6 14'-D• (116) PRE9 NJ'-N Kt.> fR 1R .lit 1R tR 1R 46s 765 15T0 204sS. 2610 9105 5'16S IS'-4' (164) PRES HR. 18L M2 tR NR w 420 645 1250 IDES 2s10 2040 0440 . 17'-4' (208)PRESNA-1 .510 w 142 ISt 1R 1d2 1R Mt 550 44,0 i400 1000 2206 2600 - 1q'-4" (232)1'RESTRgS tlR. NR to 1R ta2.tra Nx I412 240 400 150 . -:ICAO 14 00 rOO 2080 2114'(256)PRES N.R. N2 w lint w w NR tdi - 1s9 930 610 440 040 I'MO 2110 22'-0i264) PRG57RC55E � 'R tR Idt 1R NL NR M2 *0 "N 510 010 1250 1660 MO 24'-0"(28H)PRESTRE55 NR. NR M1. t1R - iai. 182 - 182 - 182 i30 240 4-10' 720 -1030 1350 I610 *REDUGE VALUE BY 25% FOR GRADE 40 FIELD REBAR NOT`Es: ALLIED LINTEL TABLES MATERIALS 4 INSTALLATION I. rebar In precast lintel: GR60 per ASTM Ab15 2. rebar inppoured beam GR40'per ASTM A615 5. Vc for recast Oplintels =46� st 4. f c for field concrete =5000psi 5. concrete masonry units per A5TM C-40 mortar er A5TM 0210 type M or 5 b. calavlo Ions by= Richard 0: Newman, P.E., Rlddle-Newman Engineering Inc. 1. shoreall.composite lintels 4' O.G. 8. all composite beamscalculated with Ie5 h top of beam - 9. safe loads based. on nominal 8" bearing (4' minim. 10: all loads shown In pounds per linear foot II. for iengthes not listed use next longer length For safe load FIELD REBAR J +5. GR 40 F w crt u. CONCRETE FILL w w � FIELD FEBAR Q '5 GR 40 7-5� r ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH UNFILLED ILLED FL FILLED FILLED FILLED FILLED FILED FILLED FILED A-1 2'10" 654q 6251 10125 12000 12000 12000 12000 12000 A-2 316" 3838 3858 5231 8552 11440 12000 12000 12000 A-3 4'6' 2051 1-114 3361 4bib 6156 126q 8601 gg24 A-4 5110" 112b 1050 1510 2455 5536 5g13 4631 5550 A-5 7'6•' q02 1056 1544 2542 5244 4024 41gO 5522 A-0 4'4' 656 1534 Igg4 2436 2g02 5346 A-7 10 b" 484 1 1170 1522 1851 2217 - 2556 A-b 11'4• 502 5 1530 2002 2455 2g31 3389 A-q 12'8' 421 o 1224 1604 1g68 2560 2121 A-10 13'4' 393 4 1055 1381 1642 2024- 2341 A-11 14'0' 342 f 0 q38 1255 1510 1505 20gl A-12 14'8" 505 .' 842 110e, 1552 1624 18-1qA-15 11'4" 212 6 611 606 488 Ila& 15W A-14 Iq'4' 250 6 850 1138 1408 I6g8 1980 A-i5 20'O' 225 3 784 1052 IWO 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL N0. LENGTH UNFILLED FILLED FILLED' FILLED" FILLED FILLED FILLED FILLED ED 8X8R FILLED D A-1 210' 3046.: 3150 41-14 10000 10000 t0000 10000 10000 - 4400 A-2 3 1835 -" 1516 ,.. 5445 ` :10000 10060 -- 10600 0000 10000 2542 . A-3 4'b" 1016. MI 4224 5g00 5203 4440 10000, tOOb 1415 A-4 - 5110' 515 603 2380 55111 4300 5303 6166 7848 771 A-5 Tb' 545 510 1421 1418 : 2552 9514 5661 1 4600 661 A$ 11'4' 22H . 252 934 _ l2gb 1665 2054 2542 2g47 423 A--7 106 185 20q 756 104q 15M 1662 2025 2347 A-5 11'4• 305 - 553 652 q11 1110 1452 1'151 2028 r 451 A-g t2'8' 247 282 615 160 q41 1232 1464 1645 5" A-10 13'4" 255 255 510 105 M2 110q 1505 150'1 320 A-11 WO' 225 - 524 415 652 8,24. 1028 1 11gb 154. 1 .1 41%8 A-12 14'b' I4i 218 442 604 16q 458 1106 1 A-13 174 145 . 253 351 465 605 755 842 <F7 A i4 Iq'4' 184 214 -30e, 420 525 657 115 A-15 2o'O' r74 - 2os 2qb 405 504 630 660 1enrWaic desigwd by-ti &l W. dnw design dmdred 1> aww date 01-224" sheet � 3 of HALL LEGEND I6q2 .BLOCK WALL a V-0" oSTUD HALL o V-0" mmmmmmz= 5TUD WALL 0 V-0" m/ INSULATION _HANvIGAP kw_AC,CESSIBLE BATH AREA GALOULATION5 1612 TOTAL A/C LIVING AREA: 1642 5F &AP-A&E: 5qI SF COVERED ENTRY: 56 5F PATIO.- 40 5F TOTAL UNDER ROOF. 2121 5F TOTAL AREA- 21( 51 ':;F FLOOR- PLAN N-017-5 1692: 1) ELEVATION 'A'SHOWN: SEE PARTIAL PLANS ON eHEMTA-5I5' FOR ELEV. VCHAN&ES. 2) ALL INTERIOR WALLS TO BE 5-1/2' UNLESS NOTED OTHERWISE. 5) ALL STRUCTURAL HOOD HEADERS TO BE DOUBLE 2"XIO"UNLESS NOTED OTHERIA115E, 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS.. 5) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE To BE MIN. 12' WIDER THAN APPLIANCE. 6) Alr_ PLATFORM BY BUILDER 1) ATTIC ACCESS TO BE 22-X54-, FIELD LOCATED 5) DARTOP TO BE 40* H. KNEEKkLL r4/16* 5ARTOj Of-T. I (o-bX4" PAT OPT. LOCATION Alo C-OR Vi/ 5006X4 GONG. PAD (+22 -2-1) l 25 9 (EGRESS)) Ii . IN 25 5H (+22/ -24) . . .•. . .♦. . . . . . . .♦. .............. ............. 0 FX. I ® MeTR. BEVRM. COUNTRY •c-L& 9 wo mAT/oARY-er KITCHEN• CL4, 0 WO PLATMNYL DRYER vEw♦ DBL t: • ♦saTNALL 13. ♦ 1, • LE M5TR.BATH e. CL,&. 0 VO FLAT/ViNYL (SREAT CL,5,9 V0 rL­ BATH #2 CL&. 0 V0 FLATPANYO . .............. 1.4 �f FIELO I®1 �i T An 2-CAR OARAC7E ��Om e_Ld, V0 FLAT/ r,�. a Wo FLAT/rA, 2 ! ro 1• d 2-6 < CNI .CD 16'OX*1'0 O.H. GAR. DR. designed by. W drawn brdrnwdesign dwdwd by. — q �F'Z dft 01-22-01 sheet IRRCA'lY.40'-0 A 20 1 1 ENGINEERING . (407) 774-NO FAXt (407) 774-8m FLOOR PLAN 4 PIM � 161613 � SPFOC% Ft 32716 r�VS 1 AWRSON PEJ �19 V4*-I'-O' Of 12 51— 0-4-1 ALL FLAT CCRUNGS11H M 8" TT DEAD: DC LNE: 0 pef 80 DEAD: 10 psf TOTAL: 37 psf DUR FAC: 1.25 8'-0" PLATE HT. NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS ROOF TRU55 ANCHORAGE: NOTE: U USE (1) TYPE 'C• (OR INTERCNANGABLE TIE) FOR TRU$5 TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (UN.O.) 2) USE. (U TYPE.'A' COP-INTERCHM1f ABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UN.O.) 3)USE EHUH267N.lOR INTERCHANGEABLE TIEIFOR ALL JOIST HAWKER CCNlECTIONS (WO.) 4) USE (3) Wd OR (3) 131 x 3 1/4" PASELODE CAN NAIL TO FASTEN JACK TO HIP GIRDER (TLB) 5) GABLE TRUSSES -REQUIRE (1) TYPE •A" OR (1) TYPE "C" STRAP AT 48" O/C FROM CENTER OF TRUSS. 6) ALL STUDS -BELOW GIRDER TRUSSES SHALL BE EITHER CONNECTED w/ SIMPSON-SP4 STRAPS TOP AND BOTTOM IN ADDITION TO OTHER STRAPPWG ON PLANS. SIMILARLY, 4X4 POSTS REQURE (2)-SP4'e ON EACH END. 4X6 POSTS REQUIRE (3)-SP4'n ON EACH END. l) BOTTOM HALF OF MTSI& TRUSS STRAPS SHALL BE EITHER NEATLY WRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEPENDING ON ALtC+1 TENT OF GIRDER AND STUDS OR POST BELOW. SEEPOST STRAPPWG ON It AND 2nd FLR PLANS PNEUMATIC EQUIVALENT MAY BE -SUBSTITUTED FOR NAND NAIL DESIGNATIONS• NAIL VALUE$: BASED ON NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 82L - "NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES' NAIL SHEAR VALUE (tbs.) 8d 103- IOd T25" ibd WS" 40-0-0 Hn u uCi 4❑-0-0 ROOF TRUSS LAYOUT 'A' Wtilk _ _Q f-- 0 W W F-- LL 0 0 SE s � 9 y 'a^ v i Nji 0) co • al� 7 r b a ONk. • -. awiEr. Sheet 04 5 % . ELEVA11ON 9MMON DECORATIVE BILL 4"SCORED MASONRY — — FINISH (TYP) MASONRY FIN15H ON C.M.11. (TYP) I-1«./IN 1 1/4" = I'-0" 'A — -_ COMPOSITION ROOF (TYP-) _— 8" FASCIA (TYP} 8 T.O.B. Y ❑ ❑FH ® 4" W. SCORED _ a MASONRY FINISH (TYPJ ' o `• * 5'XI'4 CORAL FINISH 5TYROFOAM SHVrTER5 ? Rio, W :2 m m o I� ? s (TYPJ v -•- Z --._.,—.._..�.._.._ _. _ AO-'O" FIN.. FLR. —GRADE c a O SEE TRIM/DEG. SILL DETAIL THIS SHEET 'A' Q Z O Q W J W W H OFF -RIDGE VENT (TYF) W REAR ELEVATION 'Al 1/4" _ 1 �-0" T.O.5. — .—.. :._ ._..—.:_.:_:.—.:� ---_,--::—.r_,: .._.. — — — — — ——•._..—.:—--.._.. _..—. — — — — — — — — — — — — R AO'-O'. FIN . FL GRADE LEFT eLEVATION 'A' V4" a V-0" s8'-O" T.OB. �V$V-W T.O.W. ................ 'FIN. FLR. E J V N 0) tl�awn Ey: @riwde� ft�eNmd ti�r_�awr - aemc sfieet. M R 22004 6 Of LOAD TABLE MODEL I692. ITITY EQUIPMENTO -QUA? 2 1 PAWSE 40A 2/P 8 10;om 2 1 DRYER 30A 1/P -' 10 5;600 I DISRIL451-Im 20A I/P 12 Poo I REFRIGERATOR 20A VP 12 540 1 1 DISPOSAL 20A VP 12 540 1 1 1 WASHER 20A UP 12 1500 2 2 SMALL APPLIANCE 20A VP 11 3000 6 6 GENERAL LIGNTW's EA VP W b000 I I GARAGE DOOR OPENER 15A VP 4Bw i b PALE FANS (Ib) PADDLE 157A VP 14 500 SUB-TOTALAIATTS) 30 I st 100W WATTS AT � WAttS REMANDER 40% SA2'WATT6 AC. 3,000 WATTS 3j00 WATTS TOTAL 21,152-240 WATTS TOTAL LOAD AMP5 W13 AMP$ SERVICE SIZE �'`0 AMPS 2 / 0 SER CABLE 0- u METER 4 `n RANGE 8/3 W c3 150 A MLO DRYER 10/3 W13 PANEL 64 BARE SMALL APP.12/2 M CW LIGHTING CIR. 14/24 M To PPL TRANS 5' GROUND ROD 1692 ELECTRICAL RISER VAG. / 150 A 4 WIRE 5VC. 1' V7RT j I IR' VTR l " ELECTRICAL SYM80L KEY LIGHT FIXTURES REGE5EED CAN LIGHT . RECESSED CAN - EYEBALL cEILIN6 SURFACE MOUNT LIGHT WALL SURFACE MOUNT LIGHT LIGHT n/PULL CHAIN SWITCH ® WALL 5GOHGE -- FLUORE5GEHT FIXTURE (LENGTH FT/ UeE) cp OUTLETS DUPLEX OUTLET . Lo. v1vFfX PITE OUT e SWITCHED DIPLEX OUTLET 22OV, OUTLET220V, OViLET R DIRECT WIRE CONNECTION ��RAN6E/DRYER TELEPHONE CUTLET cp GATV (TELEVISION) OUTLET -Q THERMOSTAT - UNDER --COUNTER OR CONGEALED OUTLETS__ GEILIN6 MOUNTED PUP. OUTLET SWITCHES _ POLE SWITCH THREE-WAY SWITCH13 FOUR-WAY SWITCH _— USER DEFINED SWITCH c3RSINGLE MISG FIXTURES EXHAUST FAN EXHAUST FAWLI6HT 13 E>atAMT FAN/LI&HT/HEAT Q SMOKE DETEGTOR ELEGTRIc WALL HEATER - ELECTRICAL PANEL EMERGENCY LIGHTING F-e EXIT SIGN .rl BASEBOARD ELECTRIGAL HEATER 1692 PLUM51NG R15ER ELECTRICAL PLAN NOTE5 1&'M: 1) AIR HANDLER TO HAVE MIN. 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 2) A/G PLATFORM BY BUILDER 3) MSTR. BATH FAN TO TURN ON WITH LIGHT O A/C GOA W/ 36XB GONG. P FIQ LL 13 Q R V a 0 Ck IU W � � Q U- Z ~ dJ o- MIKRICANE ENGINEERING (.01 n4-9= FAK (. n ns-6.n 'A. WX 161613 XTAYONIE SY-UM M 3VIS rvO 1 Nmc sm PEA M'q OPT. L.OGATION A/G COND. LVV 56X36X4 GONG. PAD ELECTRICAL PLAN V46=I'-O6 1 1 f IOPT. elOX4" PATI 1 _ 1 1 I - 1 _ t 6'5XV X4" .ATIC I V ` Q V Z Q �W� J U) W c) Of J � U Z_ W m wU� W _1 .J a- W is r\ SAE J Q �b U 6 N co fit desk—d by. N drawn by; d— de6;gn dadmd tr a del, 01.224)1 sheet 7 Of 9 ANCHORAGE GORr�R BTD S BAR 2X _ TOP PLATE 1 ROW OF IEFACDBIDTgPIPE PAS THRO EII IPE STEM HNAl.1 SLEEVE yI„LL BE A551f! 71fRD1ti1 FOM1lfi BLOCK To EXT. FRAME CONNECTION (TYP.. SPACING)`T m 2 -"FlS LARE R THAN SUEE'V* SHALL ff '' 2X4 BLOCKING PIPE PA551tG TFROr. H 2 SQIS LARGER THAN TAPCON: 3/16o 12 O.C. Ga4c FLLED y CABINET � � PIPE PAzSos Tls�IEN I I EXP. BOLT: 1/2- 0 48" O.C. - mOP sOLORSE ; META FINALE WALL J-BOLT: 1/27 O 48" O.C: BLOCKING BETWEEN STUDS TAPCON: V —z LINTEL BEAM ' EXPANSION BOLTS: V LBR `4' THICICENED U!E SHEAR STRENGTH X RAWLS I, REINFORCING l) DETAIL : TYP, BAR TOP , FQlJMTIDI �. X TEST REPORT 150-20068/ ® c $ SIZEPROFESSIONAL SERVICE O.- FORR�AROUj,NOry INDUSTRIES,INC.SEE MFQ SPECS ' MF�I S3Z S & TECHNICAL Z o $$ SNFJIR STRENGTH ANCHOR ANCHOR ucHTTw(xNT DIA EMBEDMENT HOLLOW.BLOCK 3/16' 1-1/2• 846 LBS 1/4" _ 1075 LBS OTER Boe6 LMili RUJ D W I 1 W 25" "K SPLICE OVERLAP `•": �- CONFOUND FOUNDATION P EMBED DIAL aSTANCE PULLOUN. EDGE T SALEO�WABLE � W � c . 1t$ FOINOATION PLAN PRODUCT LOCATION FOR SIZE) NSA '� 5 HTGR¢ BAR TYPICAL FOOTING DETAIL RAIL-eaT M) OYDEPTM i/2', ,.5 LBs- GENERAL NOTES rprC�y 11 u ° PlfRnwL-ear coNCRETE 3 , z' z s ,ea, Les 2s37 Las. lli/� / 6./`1 �� NC;INFF;RiN1f� VFIZTEAL REHATN \♦ (4R7) n4-6aw fAX' (407) n7 54n 'F yf q,,W - P.. NOA 141913 ALTAYaNIE SPRTHGS, FL 32716 ---� GENERAL rdOMs J AI)ERSeN PE/ 47819 CHAIR BLOCK &Lar`--`1,p.EY L L1 ROOr- F1.00R 40peT STAIR 40pef SINGLE COURSE LINTEL ^�t� _j 3 4 _I ♦ 2- WIND- SPEED tlOmph 3— 9"ta '� CHAIR BLOCK U14DER FRAME ` -- 3. ALL WOW TO BE IN ACCORDANCE WITH THE FBL. 2001 CHAPTER I6, Q wft-e� CH 4. ONLY WRITTEN GHMYES APPROVED BY THE ENGINEER SMALL BE PERMITTED. �^ =4 "'A CONCRETE = W THE MIIEiSEO FILLED rR l t CAN BE REPAIRE0 5ADDIE CRICKET W TAo P s _ e t E E+�unts N 65 IzEBAR L WOW6BE EPMC( MATCH ROOF SLOPE �a6m Q tole au w ALL WOW BE M STRICT ACCORDANCE WTH TIED ACI 310 / 1 IMPERTIE5 AKO SFMFICATION5' COfC�VE ,� CHI 1roW"'�'" •°/°•'� `J LBlllO LPL DR E 1IVALBNT 9 INTO INN D BEAM 2- MIX ALL CON CRITERIA. AND INTO THE FODTR� FOR ALL FILLED FR 1 �+ 111g4� T ALL CONCRETE TYPE I PORTLA A S S14AL (ABTA G 6-1 '/1 FOR SHD N ON PLANS EUT NOT FItIJ3T M THE FIELD - ♦ - SLABS AN1D1 FOOTDJGS AtND 9000 pel ELSEWt♦ERE (ILONJ! t••- v, PROVIDE 5' MIN. E•BEO. AND 314"56 HOLE INTO - Y ®TH THE BOND BEAM AND THE FOOTING MAXINlM-UTATER-CEMENT RATIO B UIEKsN I FOLLOWS: Z `� 7�ie' mm SPECIFED NON -.AIR AIR a°^ '�y4t COMPRESSIVE ENTRA44ED ENTRAWED —� O TOP Or BOND BEAM �__�` \ `� FRAMING STRENGTIN (pet) CONCIET'E CONCRETE O [ , ,` ��� �� CH INTERI054 OR CHIMNEY 30p0 058 0.46 V ` SLUMP -SLAB ON GRADE - 5' O Q. OTHER 5' WATE �eDtmeEAMW ���- ��` ICD �NTERIOR CHIMNEY DETAILS C44LLORIDEE--tHONE N 65 FONT. - SADDLE GRIGIGET \ \ SECTION 1HRU CHIMNEY 3. PROVIDE NORMAL WEIGHT AG[RFr ATES IN COMPLIANCE WITH THE H�QUIREMENTS PROVIDE a' CHIMNEY TYP, DETAIL H OF ASTM C 33. 1 � SPICES (TYP) 4. FIBER-IESH FOR SLAB TO BE AT A RATIO OF .15 LBSJYARD. N W( N.T.S. FOUNDATIONS NOTE IF A BLOCKED OIAFWAEM ZONE 5 CALLED FOR ON ROD, 1. F-OOTING DESKIIN BASED CN MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 pef. FILLED CELL PLAN PR V1fE 214 SLOCKIN5 9 ALL PLYI4DOD PANG ECCiES l W 8' CMU WALL HAILS N 4. EIC. FOR BLOCKED 01APNR,-04 ZONE 2. IF FOOTING ELEVATION OCCURS M DIND NECEINSTAB D IS UNSUITABLE N •5 VERTICAL �: � � .......................... THE ENY. IN�L-R SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. Bd NAILS AT 4' Or- ORF 8d NAM AT 6. Or- OR 3. PREPAPATIC14 OF THE SUBC RARE TO FOLLOW RECOMMENDATIONS AS OUTLII�D O EOLLALNALINf P419•WTIC NAIL EdIALIVALENT PHJBIATIC IN THE GEOTECHNICAL REPORT. SOIL, AT &!-PORTED EDGES AND '4 HAL AT SUPPORTED EDGES 4- STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE Z • 13LOCKM AND D' OG FIELD AND C' Or- FIELD FOR FOR SHADED AREAS OF ROOF OTHER AREAS OF ROOF OF (1) VERTICAL TO (2) HORIZONTAL EPDXY EROIT 65 RESAR _ _ ___ _ _ _ _ _ _ _ _ 5. CAUTION SHALL BE USED LLHEN OPERATING VIBRATORY COMPACTION EQUIFI-ENT NEAR T STRUCTURE T RISK OF DAMAGE TO THE TRl1C - - S T AVOID HER D TI STRUCTURES O - - EXIS NG RUG I ItG ArJ<1 E3O INTO FOOT TOP OF FOOTER 0 N W 1 5 BAR " LINTEL W BEAM W 5' MIN. EMBED./ / vu,•o� - 2X STUDS 0�� ��� 'b MASONRY a6, D.C. ofHER --- Q STUD - ::- " v I. *K MATERIAL AND -WoPo A2N5NIP SMALL BE IN ACGORD��UATH ACI STANDARD NOTE: EPDXY C-i�lT lJ10I10 BE INSTALLED IN - ____-______ _ _ __ __-___ - DES sr::. S 1530/ACI 5301 4•-0' BUILDItYs GORE REQUIREMENTS FOR CONCFZ£TE M45GNR(9 STRICT ACCORIWLE WITH THE MAHIFACTIRER'S T -= -- = -=- - - - --= - =- 2, CELLS NDtCATED TO BE FILLED SHALL BE GROUTED. WITH 3000 pal CONCRETE. (8' TO 10' SLU f 2X P.T. W/ J-80L _ _ _ _ - 0 pgea 77ON5. - - LOCATIONS. RECOMMENDATIONS. _ 5 ALL L R� - -- 25' LAP FOR TEED . 86LT - PROVIDE OR FJ(P e xTeamwlE O 48. O.C. SEE - Foi+mt; - - ANCHaTAGE - - - - 4. ALL CELLS ADJACENT TO CORNERS. END of SPEAR WALLS AND UDDER CONCENTRATED LOADS IVi F C MISSED FILLED CELL DETAIL SCHEDULE 4•-0.::' 4 SMALL CONTAIN VERTICAL REINFORCING AND SMALL BE FILLED WITH CONCRETE. mitt' O O VERTICAL FILLED : :r:::: p __ 5. CONCRETE BLOCKS 514ALL CONFOR I TO ASTM C-90128 DAY STFREWTM 2000 pet) (MzMOO pe`_. ''/^�VJLAID N F&IN NBNCT BOND.CELL w/1/ 5 BAR :i= :a._-._ :-:;i::"__; :; ::`..... a _. - O SHALL BE TYPE N. 6. M REAR . s• 4 1. ALL �-B.ARS SHALL BE GRADE 40 UNLESS UNO.^ 1(i.FT FROM TRaFs nANlFx,11� 4 IF MI5G STRAFE, MR lOd RAILS TO PE1,LT. LEAF!! sTRAq "K 4 OF 3V TAPCONr 1MU tTAFJa STRAPS T 1 r I CMU TO EXTERIOR EXTERIOR WALL SHEATHING ROOF SHEATHING NAILING EFC WS R SN RAM CONN ,TI N PATERN DETAIL NAILING PATTERN DETAIL L ALL WOOD FRAMING AND PRE-ENG,N�ERED WOOD TRtmE5 51- LL BE DESITSr$D, OETALED. AND FABRICATE U N ACCORDANCE WITH THEE PRDCEDura s AND N�QwREr>Ertra OIITLMED N THE LATEST EDITION Cr- THE NATIONAL DESIGN SPECIFICATIONS FOR Wood CONSTRJCTIONL = � t' ,j l 4 IF AN *A, STRAP IS, MISPLACED ALL TMt wov'v NaJaa a aT..�1_ 1x aTAcv w.v PEiA—D .v "8 ALL DESIGN 814AU BE N ACCORDANCE WTH ALLOWABLE VALUES AND SECTION PROPERTIES ASSKiNIED AND APPROVED BY T1E BUILDING GODS DESIGN CALCULATIONS SW4ED Attu SEALED BY ,tf OR FORCi1f7EN AFTER THE t FOIIRIN6 OF THE LINTEL BEAM P�_�N� SHINGLES OVER SHINGLES OVER A LICENSED PROFESSIAJ.aL EtdGNEER ARE TO BE SUBMITTED TO THE ENGINEER FOR AF'F'ROVAL AT TOP OF CMU HALL TEEN A - 15 FELT OVER 15 FELT OVER 7/16" O.--B.SIMPS.ON MSIS CAN � 505TITUTM 4>�O TRUSS, 7%16' O.S.B. / 3 REQUIRED IRE' fRMANENB TTg TRUSS MAtAFACTURER�RIISS MANUFACTURER SHALTHE SPAN OF T�-E E L PROVIDE STATEMENT 5 WALL BE PFROVIDED 1N 4T lElj FOR EACH Mr55FO 'A' STRAP (TYP. LLON) PROVIDE 20 En GALV. WOOD TRUSSES WOOD TRUSSES STAPPED BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURM UPLIFT CGNDITION. PLEASE SIECDRRE EACH MT515 STRAP FTA%IIWi FOR TRUS6 R-19 INSUL STRAPPED AS SHOWN ON TRUSS 3( 4. i FLOWINEi THE ATFACHM TABLE AND TO 51T Ott 4hUb AS SHOWN ON LAYOUT 4, FOR STfdJG7URA1_ LUMBER PROVIDE THE FOLLOWW 6 GRADE AND SPECIES . 0![ ACCORDING TO THE UPLIFT 910FU. FROM TRUSS LAYOUT - SOUTHERN PIE SUIRFACES DRY USED AT M MAX. M. a GRADE NO2 OR SPRUCE PINE FIR X !!11 THE TRUSS, MANFACTU262. INSTALL ALL Pr 1X2 P.T. OVER 1X8 R-19 M 1X2 P.T. OVER 1X8 CDR. SOUT14 GRADE H02 [1 = TAFCON5 WITH 1-1/7 MRL EMBED. `� 1/2' DRYWALL CDR OVER ER OR CONT. ALUM. FASCIA OVER 2X6 SUEIFASGA 5. PROVIDE GALVANIZED METAL F14NGERS AND FRAMPYa ANCHORS OF THESIZEAND TYPE O !�'• \ ST/BFASOA w/ t /2' pRYwALL _ i w/ cart. ALUM:, RECOMMB IDEA BY THE -MANUFACTURER FOR EACH 115E NCLUDNG RECC1•MEN C ED NAILS. (HUSHES 6LL VFR' IX22FFURRING VENT u-�' OVER NX2' FURPoNC VE1JTtD SOFFIT- CONNEGTORS'OR EQUIVALENT) .. - .bA OVER R-5 INSULATION VENTED SOFFIT OVER R-5 MSUL 13(lb ROCK -_ i LIMNS BEAM W N 65 CONT. Ci1114ALL 1 COARSE LINTEL W/ W%i / 5. BAR 6. ALL. BOLTS USED FOR WOOD GONSTIRUCT �R E A MNNIMUM OF Vl• DIAMETER AND 6' N - i R BAR O TOP PRECAST WM ((/) / 5 AND LINTELLEWWITW ����-- LINTEL SCREEN WINDOW UNIT w/ (1) /5 WHENN 6 FT OR GREATER 1, PROVIDE FRAMING MEMBERS OF 51ZES AND OF SPACINGS SWMK OR IF NOT SHOWY COMPLY WITH ..�.�, y1'¢-�'1 %1FIBERML'9f SLABOVE I MASONRY WISBLOH W3-1��ESTf SUB CONCCASSgl LIMITBJG STUD HaEIGI-ITS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETUEEN SUPPORTS. 6 ML VAPOR BARRIER a Mew O OVETRIB6ONNMIL VAPOEt OVER TREATED OWN LOCATIONS BARRIER OVER - MASOMTY FIWSH OVER S. ANCHOR AND NAILING As SHOjlt AND TO COMPLY WITH TFB RECCMMENDED. NAILDJG SCFEDUI_E FROM ATTACH TAPCONS ON FLOOR PLAN TREATED CMU CMU BLOCK W G BAR THE STANDARD BUILDING CODE, LATEST EDITIONL EVERY OTHER ICE COMPACTED FULL CMU COMPACTED FILL I O SHOWN L L AiTfRWNS )- ON FLOOR PLAN q ROOF 51$A1H1NCr HD7E: TAPCDNS SHOULD BE 045FAI I FIT r. - A ' - _ . SEE DRAWNG5 FOR HALING PATTERNS. MM tAFACTtRSTRrT H25 WITH I mN.stsaem j VERIFICATION OF FIEL-D CONDITIONS M R_ t CONTRACTOR $HEAL L VERIFY ALL FIELD CONDITIONS AND DPlE NSkX* RELATIVE TO 8 sheet: MISSED "A" STRAP DETAIL 2 / 5 BARS F 2 / 5 BARS THEM ARE COFMICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED N M S SUCH CONDITIONS SHALL 13E CALLED TO THE ARC "ITEGTs ATTENTION AND NECESSARY e WALL SECTION ®WINDOW -CMU MADE PER Hats INSTRUCTIONS. W WALL SECTION - CMU; 1 STORY; p ONE STORY: MONOLITHIC 2. FOR ANCHOR BOLTS USE HN)GHES OR EQuhrALENT (A-36 OR A-301 STEEL) T COURSE LINTEL -MONOLITHIC 3. PRK7VtDE ZX4 BLOCK ,V CH ALL SIDES OF THE RIDGE VENTS WITH ad NALS AT 4' CH CENTER - t 4 / I= WE5E REGil11REM4TS APPLY 44EN WINDOW/ DOOR iM8FACIUF R'S FASTENW. 1ETWOD 15 NOT SPECIFIED. PT DC 9LCJCS FOR WML�uW L5 AND DOORS u SEE MARFAC:TiURER$ INBTALLAI1oN iNsTRIIGTION6. , 2J-ALL• WINDOW i 8NW't$ MU$T BE FULL WIDTH OF SASA: - 'T 2X BUCKS FOR WINDOWS AND DOORS U INSTALL 3/I6' DIAVIETER SELF TAPPW . GONG. ANCHORS EIGHT (B)'INCI$S. MAX. FROM ENDS AND 24. ON CENTER MAX. MV I V4' MIN. EMBED. INTO BLOCK FASTEN WNDOW/DOOR TO PT BUCKS PER MANUFAGnM" INSTALLATION MSTRUCTIONS. iJ ALL WWCIDOW SWM MUST 15E FULL WINTW OF SASFL TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENING AND 35 PSF RATING) (II/20/03) BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.G. REMAINDER TO BE BLOCKED AT 96" O.G. OR RAT RUN_ FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH Sd COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) lo" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING FLOOR FRAMING /(SHOWN - 24" O/C) L BLOCKING ® 48" O/C MAX. IN FIRST THREE FRAI" WING SPACES 4 136" O.C. THEREFORE FLOOR BRAGING AT ENDWALLS PT. M UV V)' DVYt'J' DOLTS - BXB)06 CMD. (TYPJ /_ 48',Mpk WV 6' MN F?BED. (TYPJ PT. 2X6 WV VY PLA . 'J' BOLTS • 46" MAX WV 6' MR EMBED. (TTPJ_ - - DETAIL: TYPICAL JAMB FASTENING—, LEO ❑VEPHEAIJ GAPAGE DOEIP MANUFACTURER GABLE TRUSS- SIMPSON A35 a 3' -W O. C. —� 2x4 SPRUCE OR BETTER. LATERAL BRACES a 4'-W 0. C. ATTACH (2) 16d TOENAILS 2x4 DRYWALL NAILER 7/16' OSB OR 1/2' CDX STRAP TIPE 'D' (48' 0.C.> IOd NAILS e 4' 0. C. -10d NAILS a 4' O. C. �_DO SLE 2x4 TOP PLATE TYPICAL G48LE ATTACHMENT TO WOOD FRAMING END WALL 2x4 BLOCKING e 48' O. C. 2x4 LEDGER TO MATCH BOTTOM -'L' BRACE 01ORD SLOPE OF Sr ISMR TFU5 ATTACHED. V/ ATTAEJH TO WEB5 WITH CLUSTERS - ]Od NAILS (IF (2) IDd NAILS a 4' 0. C. TYP. I i ' GABLE TRUSS WEB B SECTION DOUBLE 'L' BRACE DETAIL - D SHEATHING 2x4 SPRUCE OR BETTER LATERAL BRACES a 4'-0' D. C. ATTACH (2> 16d TOENAILS �10d NAILS @A' D. C. 2x6 P.T. SILL DOUBLE LINTEL a GABLE END Y/ < u 65 IN EACH COURSE R5 VERT. BAR (SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER 'L' BRACING RE IREMENTS STUD SPACING ND 1' BRACE N 2x4 'L' t3RPLE 0 2x4 V BRALE (2) 2� 'L' EFALE 15" D'-0' - 4'-5'II'-0" - 15'- " 24» 0'-0" - 4'-0' 1 4'-D" - 6'-I0' 5' 10- - 8'-10- 640- - F2'-B" BRACE MIST EXTEND AT LEAST 90% OF WEB LEHCifT 2x4 LEOEfR TO HUTCH BOTTOM CHiDRO SLOPE OF 'SCISSOR TRILL ATTACH TO 4EBS WITH rU STERS OF (2) IOd NA LS 2.4 BLOCKING a 48. O.C. .'L' BRACE ATTACHED W/ 10d NAILS e 4' O. C. TYPICAL GABLE TRUSS WEB SECTION �LJ SINGLE 'L' BRACE DETAIL . GABLE END BRACING DETAIL WIND SPED WOO MPH, MEAN WALL HEIGHT tP TO 30'-0' ROOF SHEATHING OVER TM (SEE NAILMG ZONES) BACKNAIL UV (2) V d NAILS "L' BRACE TO EXTEND AT LEAST W% OF WEB LENGTH (SEE TABLE) 2.4 PANEL SLOCKRds • 48" Or- r OR THE (4) ROUTS OF TRUSSES FROM EA END TYPICAL ATTACHED W/ (2) V d TOENAILS-� GYF-A" WALL BOAT 2x8 P.T. LE v/ J_ 1'— W 0 0 Z N z W (DO r od 0 z W w MJ (Q V W ifli o 12 !t O 0;y Q r<etI ca X lie, i21 O IN. LL ji11 w.ws A�Ivs""r-w amKa.d�P a�.a.aer.... //®� /®\ N Aic61521UD ^/407) ENGINEERING 9 K (J 2 U. BOX 61641303 ALTMgME SPFONM FL 37716 ➢I MkS ,L ANDERSON PE/ 47810 Of I I I T/16" Om OR 1/7, COX I 2x4 DIAL. BRACE • 48" OG. WV (4) 10d NAIL$ • EA END • FIRST TWO BAY$ GABLE TRi1SS . --Wd NAILS • 4" O.o DOUBLE LINTEL • GABLE END UV (U 5 IN EACH COURSE In, X 8' )LEDGE ANCHORS 32' O/C (1).15 VERT. BAR (BEE F6L mATIOH PLA4 FOR EXACT LOCATION)