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Home My WebLink About113 Bristol Forest Trl 03-1751New SFHPERMIT ADDRESS -1 \ CONTRACTOR ADDRESS Centex Homes 385. Drouglas--A-ve-;-, --Ste, 2000- - Altamonte Springs, FL 32714 -R PHONENUMBECGC 049689 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION PERMIT VALUATION C9 �0 SQUARE FOOTAGE (9_� �A M ". T CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 113 BRISTOL FOREST TR for which permit 03-00001751 has heretofore been issued on 5/13/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, elEctri6A1, zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water Subdivision Regulations Apply: Yes No DATE APPROVAL ENGINEERING: FIRE: Inspected Sewer ?j e Lines In Sewer Tap Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE DATE APPROVAL DATE AMOUNT 8/19/03 5/14/03 8/06/03 7/03/03 5/14/03 5/14/03 5/14/03 5/14/03 10.00 10.00 10.00 10.00 10.00 59.27 54.Ob 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 113 BRISTOL FOREST TR for which permit 03-00001751 has heretofore been issued on 5/13/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-PLAN ALTERATIONS 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/10/03 5/14/03 5/14/03 5/14/03 5/14/03 5/14/03 5/14/03 5/14/03 35.00 91.93 11.90 847.00 11.91 1384.00 650.00 1700.00 w� 4tx kwt-as C� V [JOU'r, OWN9k BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL -INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: 10 ' 3 k • 0�3 'it PERMIT #: 05 - 11S`f ADDRESS: J \`j �'j - V5A-Qj CONTRACTOR: PHONE #: � yU— 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, AlEngineering�� '�`'��T ❑Fire 'Public Works ❑Zoning ]Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) W. CERTIFCATE OF OCCUPANCY �,ID REQUEST FOR FINAL, INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: �0. 3 k • ®�3 PERMIT#: n'!> ADDRESS: I \fjt� CONTRACTOR: PHONE #: ( Lio'1 Vim-, 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 ,elpublic Works 1-9 ❑ Fire ❑Z7.on -n7)g Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I I I • ai�Ml I I I I I CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTI® r F **** SINGLE FAMILY RESIDENCE**** I DATE: `43. 31 • 0:3 ucoli d PERMIT � o r ADDRESS: lx�ya. a Q ° H � i r CONTRACTOR: a W- o u PHONE #: (Lio'1� y�An- 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 7Public Works tilitie�� CONDITIONS: (TO BE w []Fire OZoning ❑Licensing LY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1. 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 Expires December 31 200F For Insurance Company Use: —1-1 1. 1 IQ IN�Ivl" POIicy Number CENTER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 113 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 86, 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): ( ##° - 0, ##.##" or ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map [I Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME ' B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7.FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth offlooding) 1202940035 E 4117/95 4117/95 X NIA I B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): I B11, Indicate the elevation datum used for the BFE in 69: ® 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) I 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. i C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, ARIAH, ARAO Complete Items C3: a4 below according to the building diagram specified in Item C2, State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE, Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of fjoflom floor (including basement or enclosure) 14. 0 fl.(m) 75 o b),Top of next higher floor NIA. ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o 0 o d) Attached garage (top of slab) 13. 8 ft.(m) E 1 o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 13, 5Ito) . E o t) Lowest adjacent (finished) grade (LAG) 11 .8ft.(m) — z m o g) Highest adjacent (finished) grade (HAG) 14. 0 ft.(m) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 - - o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information: 1 certify that the information in Sections A, B, and C on this certificate represents my best-efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME WILLIAM R..MUSCATELLO, JR.. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST E , E:18 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 10/30/03 (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 (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 113 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. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. 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 (see page 7), the need higher flooror elevated floor (elevation b) of the building is _ ft.(m) _in.(cn) 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,(cn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. d SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE r r i COMMENTS ❑ Check here if attachments SECTION G COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. _ G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architectwho is authorized by state or local law to certify elevation information, (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (inducting basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (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 86, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS I 0 STRUCTURE MEETS OR EXCEEDS THE C) U THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A),cn ~ W I� U W Z - BRISTOL FOREST TRAIL 50` RIGHT-OF-WAY I PI - N89'58'19"E 107.31' Y _ —0 — —�� CENTERLINE OF .92.73'- 350:00• RIGHT-OF-WAY .. ; .. _. - N89'58'19"E 65.00' Z I WALK IS :. .. WALK IS .._ .- .,;... 0.9' OFF ..... .. .. ....:.'.. a,'f/W;....., ,.. .: ..: :. ,:, ,.:•• 0.6' OFF.. `16 0 10' UTILITY' EASEMENT ;DRIVEWAY:- j - - I 20.0' 5.0' "193 13.3 COVERED 5.4 ENTRY F LOT 85 �. w " 0 ONE STORY LOT 87 CONCRETE BLOCK tz W _ - - - O z w w RESIDENCE FINISH FLOOR o ELEVATION=14.02 �_ "_ D - 1" = 30' O GRAPHIC SCALE _ O 0 O N w z. 0 15. 30 O F L0 Z Z O m p 0 z o o N 5.0, z 40.0 20.0' -. rn . Co.. 6.7 1 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: W COMMERCE TITLE COMPANY - COMMERCE TITLE INSURANCE COMPANY, _ LOT 8.6 CTX MORTGAGE COMPANY, LLC - 8,125 SQ.FT.t ----------- 0 9N_-_______--___ S89°58'1.9"W 65.00' ..' '�� N I O TC . (UNPLATTED PER THIS PLAT) - 11.. ALL DIRECTIONS AND DISTANCES HAVE LEGEND BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. — — BUILDING SETBACK LINE -, FND NAIL AND DISC - -- - — CENTERLINE LB #68 (10/29/03) 2. PROPERTY CORNERS SHOWN HEREON WERE Rlcitr of WAY LINE SET t/z" IRON ROD AND CAP O SET/FOUND ON 10-29-03, UNLESS OTHERWISE 131. 4 EXISTING ELEVATION LB N6393-(10/29/03) SHOWN. CNA .:'NOT ACCESSIBLE CONCRETE A DENOTES DELTA ANGLE DENOTE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SURVEYING BUSINESS - L DENOTES;ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LAND SURVEYOR C.B. 'DENOTES CHORD BEARING WAY RESTRICTIONS OF RECORD WHICH MAY . PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE - AFFECT THE TITLE OR .USE OF THE LAND. - - - PCP PERMANENT CONTROL POINT PI DENOTES POINT. OF INTERSECTION (P) PER PLAT PRC. DENOTES POINT OF REVERSE CURVATURE - _ (M) .. PT DENOTES POINT OF TANGENCY (M) MEASURED, 4. NO 'UNDERGROUND IMPROVEMENTS HAVE BEEN FOUND TYP TYPICAL LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK A/C AIR CONDITIONER' S/W SIDEWALK - - CBW CONCRETE BLOCK WALL CP CONCRETE RP RADIUS PATI5. NOT VALID WITHOUT THE SIGNATURE AND THE OHU OVERHEADD UT CS CONCRETE SLAB SLAB UTILITY LINE ORIGINAL RAISED SEAL OF A LICENSED FLORIDA- - G CHORD LENGTH ID IDENTIFICATION PK PARKER. KALON POL POINT ON LINE SURVEYOR AND MAPPER. RRADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL m,.: I HEREBY CERTIFY, THAT THIS BOUNDARY NO 120294 0035 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,�74r "1 CONTAINED HEREON MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLANE_ "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - v- - BY THE FLORIDA BOARD OF. PROFESSIONAL VERTICAL CONTROL AS FURNISHED.. SURVEYORS AND MAPPERS, IN CHAPTER 61GI7-6; FLORIDA ADMINISTRATIVE CODE BEARINGS SHOWN HEREON ARE BASED ON PURSUANT TO CHAPTER 472.027, FLORIDA THE NORTH LINE OF LOT 86 BEING N 89'58'19" E PER PLAT. STATUTES. DATE:) 6-13-03 (FIELD REVISED: x _' SCALE: I" = 30 FEET APPROVED BY: WRM FINAL 10-29-03 CKB AMERICAN SURVEYING & MAPPING ' ADRAWN •. FOR ASM39700 FORMBOARD 07-07-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER LB# 393 - THE JOB NO. PLOT PLAN 04-01-03 CKB 320 EAST SOUTH .STREET, SUITE 180 ORLANDO; FLORIDA FIRM BY: LOT FIT 12-16-02 CKB 32801 (407)1,,426-7979 WILUAM R. M SCATELLO4JR49 8 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 86, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA F— NOTE: I w THE FINISHED FLOOR ELEVATION OF THIS I Z) STRUCTURE MEETS OR EXCEEDS THE 0 THE REQUIREMENTS SET FORTH IN THE U CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). N W I� V W Z BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY PI — Y - L_N89'58'19-E 107.31' �//o�\PC CENTERLINE OF 92. 73' �� 350-00' - -�J�-' RIGHT-OF-WAY I 3 I , tvi o iN o N89'58'19"E 65.00' I Z ` WALK IS WALK IS 0.9' OFF ..,..:..:.. t;' .:'.:. a::: '. - .. .... :...-...?)'.W`;:•'i>�. (,:'.:,:'. ..��-; 'S;':`,. 0.fi' OFF - 10' UTILITY! IEASEMENT S . ------ - Vi 1 1 1 - .. 1 ,:CONCRETE"; �• 1 ! �.:�DRIVEWAYt: 1 2 Imo- 20.0' " COVERED 5.4 _ ENTRY F z LOT 85 < . c ElL ONE STORY - '� LOT T 87 - - t} O F o CONCRETE BLOCK F z RESIDENCE W - -" O �' in FINISH FLOOR. nwi ELEVATION=14.02 07 a �.p GRAPHIC SCALE p' O(V � O z > w _ 6 15 30 O LC) Z o z p N O 0 o a 0 N .. - 5.0• W N z 40.0' I 20.0' � 6.7 1 1 CERTIFIED TO AND FOR THE I " :� EXCLUSIVE USE, OF: w N COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY G LOT 86 ! - - CTX MORTGAGE COMPANY. LLC - $J25 SO86 ! I _ ______________ ______________ S89'58'19"W 65.00' ao NOTE: (UNPLATTED PER THIS PLAT) - 1. ALL DIRECTIONS AND DISTANCES HAVE LEGEND BEEN FIELD FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. — _ — BUILDING SETBACK LINE FND NAIL AND DISC 0 2. PROPERTY CORNERS SHOWN HEREON WERE — CENTERLINE LB #68 (10/29/03) SET/FOUND ON 10-29-03, UNLESS OTHERWISE RIGHT OF WAY LINE SET 1/2" IRON ROD AND CAP - 4. EXISTING ELEVATION 0 LB #6393 (10/29/03) SHOWN. CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LAND SURVEYING BUSINESS L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY PRM LAND SURVEYOR C.B. DENOTES CHORD BEARING PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P) PER PLAT .PRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) FND MEASURED, FOUND PT DENOTES POINT OF TANGENCY - TYP TYPICAL LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK A/C AIR CONDITIONER - S/W SIDEWALK CBW CONCRETE BLOCK WALL 5. NOT VALID WITHOUT THE SIGNATURE AND THE CP CS CONCRETE PATIO CONCRETE SLAB RP RADIUS POINT OHU OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED G CHORD LENGTH ID IDENTIFICATION SURVEYOR AND MAPPER. PK R PARKER KALON RADIUS POL POINT ON LINE PCC POINT OF COMPOUND CURVE POC POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY NO 120294 0035 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, CONTAINED HEREON MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLANE "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BY THE FLORIDA BOARD OF PROFESSIONAL VERTICAL CONTROL AS FURNISHED. SURVEYORS AND MAPPERS .IN CHAPTER BEARINGS SHOWN HEREON ARE BASED ON 611317-.6, FLORIDA ADMINISTRATIVE CODE THE NORTH LINE OF LOT 86 PURSUANT TO CHAPTER 472.027. FLORIDA BEING N 89'58'19" E PER PLAT. STATUTES. (FIELD DATE:) 6-13-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM ' FOR FINAL 10-29-03 CKB AMERICAN SURVEYING & MAPPING ASM39700 FORMBOARD 07-07-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 kAFIRM THE JOB NO. PLOT PLAN 04-01-03 CKB - 320 EAST SOUTH STREET, SUITE 180 -kA ORLANDO, FLORIDA - DRAWN BY: LOT FIT 12-16-02 CKB 132801 (407) 426-7979 WILLIAM R. M SC) 8 DATE S-06-203 12:S2PM FROM t Permit Job Address: CITY OF SANFORD PERMIT APPLICATION Date: _ Description of Work: +L�, Historic District: Zoning: Value of Work: 14- P. 1 Permit Type: building Electrical X Mechanical Plumbing,_ FircSprinkler/Alarm Pocli _ Electrical: New SeM=—# of AMPS Addition/Alteration Change of Service Temportiy Polc Mechanical: Residmtisl Non -Residential Replacement New (Duct Layout & energy QI1i Required) Plumbiag/ New Commercial: # of Fixtures # of Water & Sewer Lines At of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square FootagC; Construction Tyne; # of Stories: # of Dwelling Units: Flood 'Lone: (FEMA form required for utoer :nail X) Pyrcel n. (Arrach Proofof Ownership & Legpl Descripton) owocrs )Fame & Address: Centex Homes 385 Douglas Ave. Suite 2000 Al t-amnnte Springs ■ FL 32714 - Phone: 407-661-2150 Cooteector Namc &Address: Approved Electric Co, of Florida 4874 S. Orange Ave. Orlando, FL 32806 State License Number; EC0002494 Phone & Fax: Fax 467-851 -1 226 Contact Person:John Findlay Phone: 407-851-1220 Rondino Company: _ addre's.c. \lort�,apc Lender: areltilecUEn^inter: Phone: Acgri�s. ., Fax: Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or insmllanon has comme erc_ prtc" c i, issuance of a pet7rtit and that all work will be performed to meet standards Of all laws regularing oonsuucrion in this jurisdiction. I understand that a separdtc pe1-171 must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR"rONDlTlONERS, ctc. 0 WNIF&S AFFiDAV rT: l certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable iov.-!: ) cI 41aong coru;7= ion and zoning, WARNING TO OWNER, YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R&SUL r tN +,1!.41h, TWICE FOR D4PROv5MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A170R.-NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTIrT: In addition to the rNuirements of this permit, these may be additional restrictions applicable to this property that may be found in the public rrcords o: :his cuuny, and there may be additional perrruts required from other governmental cntines such as water management districts ' • tcugencics, ur fcdciul Aecncies. ncctpacce ot-permit is verification that 1 will notify the owner of the propcay of the requirementq of ' e Signature of Owner/Agent Date on rt g Datc ' Charjes Cannon C':int Owner/Agcnr's Names Ag— c�gcnSi;nawre of Naury-State of Florida Date Of i:n�ry-Slate of Flora t 0—ner/Agent is Pcrsonalh Kno+,n to Me or Prnductd ID _ i (i V• ;'';A ON Ai'I'I(OVED 11Y: Bldg;.... Zoning; ;Initial 8c.I)atc) Uontrdctpr/Ace-.: is _ Pcnunnil+Knn -- Noducc. _.. --- (Initial � Uattr) rinili;tl h' Uatc) PATl3ICIA A. KADLAC MY COMMISSION # DD 013206 to nl�{�o� EXPIRES: March 28, M0 -. erviort 1-PQC6NOTARY FL Notary Sce & Bdr%at . i1 ru: _ F tj t A. t 3 tzi Cily, OF SAN ORD PERMIT APPLICATIO1V Permit # : ` �� Date: Job Address: Description of Work- Historic District: Zoning: Value of Work: $�e cc 9 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinlder/Alarm PoQI Electrical: New Service — ## of AMPS Addition/Alteration Change of Service Tempo* Pole . Mechanical�t. Residential Non -Residential Replacement New (Duct Layout & Energy Ca1F. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial `mm Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fo r o4;l.tcr Gkan x) a Parcel #: (Attach Proof of Ownership & Legal Description) ; Owners Name & Address: t� Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: ,address: Architect/Engineer: Address: Phone: . ,' I. ate License Number. ' � �FA��n.l�rrr�3Ari 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 cornmeaced 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 witIfall'-applicabic laws rc)_u_lating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT TN YOl J7R 1'A, V_UIG 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 applicabl o prop that may b ound n t} e public records of this county, and there may be additional pemuts required from other governmental entities such ater a nt districts to agencies;'or; federa.i agencies. Acceptance of permit is verification that 7 ��Il,notify the owner of the property of the req ements nd ien La S 13. $(�10 Signature of Owner/Agent Date gnature ncactor/Agent Date ROBERT G. DELLO RUSSO Print Owner/Agent's Name Pn ; CoJntractot .agent's_ Nam Signature of Notary -State of Florida Date Signature of No -a --State of Flor da Date Oaarer/Agent is Personall% �nokvn to Me or Contractor/Age-: s Personal: Known tome or _ Produced ID Produce,:: APPLI(Al ION APPROVED BY: Bldg: Zoning: FD: Initial & Date) (Initial & Date) (Initial K Date) (Ir ial & Datc pnnn �pctcial Conditions: _ _ olrew^i!'''; MIRINDAC.TURNER MY COMMISSION # DD 212893 pa= EXPIRES: June 14 2007 gf a ' Bonded Thor Notary Public underwriters COUNT` OF SEMI'ULE IMPACT`FEE STATEMENT ISSUED BY'CITY OF SANFORD STATEMENT NUMBER 103-75476 DATE n BUILDING PERMIT NUMBER: (CITY) COUNTY NUMBER: UNIT ADDRESS: ll3'.BRISTCL-[Y0lEST-ZRAIL........................................... TRAFFIC 7ONE: JURISDICTION: -- Ok, SEC: 22__ TWP: 19___ R@G: AN. PARCELn SUBDIVISION:QREGl�VE.�Z_IABF�_�ARY ..... .... TRACT: _... .... __... ... ... PLAT BOOK: 12__ PLAT BOOK PAGE: 12-M15_ BLQCKo LOT: OWNER NAME: -'-CRJTEX-H0MES.......... -_---------'--_-----_-_------------_--------' ADDRESS: 385-r82[GLAS'AVE_~STE_'2C0O,-ADIIA&CD8T2-SP8IM2,-EL_32714'-_---__-_-_-_--_-- APPLICANT NAME: - LAND USE USE CATEGORY: 001 - Single Family Detached House TYW[ USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction' ......... ____________________________________________________T______ �EE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOAL DUE__ TYPE DIST SCHEDULE DESC. UNIT OF UNITS | -------------------------------------------------------------------------------- ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 R8ADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 | SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O STATEMENT RECEIVED BY: (PLEASE PRINT NAME) AMOUNT DUE $ 2,285.00 SIGNATURE: ... .... .... .... DATE:�/--_-�/-//'/{��J NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY ' **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS Cl::' THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, DR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. BE MADE TQ: CITY OF SA�FORD BUILDING DEPARTMENT 300 NO|�TH PARK AVENUE SANFORD. FL 32771 PAYMENTSHQULD BE BY CHECK OR MONEY ORDER, AND SHOULD REF[REHCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERNUT APPLICATION Permit No.•C)l� Date: Job Address: Permit Type: XX Building Electricai Mechanical Plumbing Fire Alarm/Sprinkler . . D escription of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration Change of Service Temporary Pole TNew AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: XXResidential _Commercial _ Industrial Total Sq Ftg � _ Value of Work: $ 0(P Type of Construction: CONC. BLK. /06 Flood Zone: Number of Stories: �Number of Dwelling Units: 1 Parcel No.: ' 22-19-30-502-0000- o f& 0 (.Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE. , STE. #2000, ALTAMONTE SPRINGS, FL 32714-1. 407-661-2176 Contractor/Address/Phone:. SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT) State License Number: CG C049689 Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661=4089 Title Holder (If other than Owner): N/A Address: Bonding Company: N /A Address: Mortgage Lender: N/A Address- Architect/Engineer HURRICANE ENGINEERING Phone No.: 407-774-9003 Address: P.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 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 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 requirement of Florida Lien Law, FS 713. APR .0 9 2003 APR 0 9 2003 Signature of er/Agent Date Signature Contractor/Agent Date PAT KNIGHT PAT KN kGHT Pr' t Owner/Agent's N PA�Contr ctor/Agent's N eAPR 0 9 2003 � ,;�). APR .0 _9_ 2003 of — KIMB FR? Y A. BHOVVN ;dtt' CG'a1lv;•.SiGI i ' DC fi98590 EXr' DS•.:h�r ; `#, 2004 Bonded Thru Nctary Publ!c Underwr ters Owner/Agent is XX Personally Known to Me or Produced ID APPLICATION APPROVED BY: Date KIMBERLY A. BROWN MY CUA1 iS&1ON !, DD 098590 EXP,119-ES: Alardn 29 ? , Bonded Thrl; Notary Put;. c Undmwiters 4 Contractor/Agent is Produced ID _ XX Personally Known to Me or Date: S" 7 3 Special Conditions: CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661-4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jac_le Caines or Nan Holmes to sign permit applications and energy calculations.for any lots owned by Cented 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 PATRICK J. KNIG CGC049689 STATE OF FLORIDA LOT A� COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this APR 0 9 2003 by Patrick J . Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. OTARY PUBLI PRY KIN� j{,][,Rl._ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ScmintAc County , ArrjarrtYe�p+viur c�rriicey 1 101 9. Forat St. *` �_sntoml 1.1, 32771 i 4014o6305116 f '4 GENERAL 2003 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000- 0860 30-502- Tax District: WATERFRONT 000- Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: Assessed Value (SOH): $13,6 Subdivision Name: PRESERVE AT LAKE MONROE $00 Exempt Value: $ Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 86 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 1 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "` If you recently purchased a homesteaded properiy your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=221930502000008601... 4/7/03 Cityof Sanford Building Division g Submittal Requirements for Residential Building Permit ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). ❑ 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating 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 - east, 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, placement of handrails and guardrails. h_ Square footage table showing footages: I. Garages/Carports sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) — sq. ft_ 4. Conditioned Structure sq. ft. j. Total Gross Area sq. ft. ❑ 3. Three (3) sets of completed Florida Energy Code Forms. ❑ 4. Soil analysis and/or soil compaction report_ If soils appear to be unstable or if structure is to be built on fill, 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 Health 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. O 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 city ordinances. APR 0 9 200 V Date Owner/Agent Signatur _ CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centexhomes.com ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD via HAND DELIVERY 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and_4s the basis for the issuance of Permit No. for the following work: LOT PRESERVE AT, LAKE MARY SINGLE FAMILY RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or CENTEX HOMES ROGER DIXON, INTERIM CITY MANAGER Paqe 2 the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. 1711111CU / I ypCU IVdIIIt: 7_j� n 1 r� Printed / yped Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (Owner) Signature PATRICK J. KNIGHT Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this day of by PATRICK J. KNIGHT as DIVISION PRESIDENT for CENTEX HOMES El,who is personally known to me or 0 who produced their Florida Driver's License as identification. KIMBERL.YA.BROW N Notary Public (r + My C0t1M19SION t; DU 098590 a EXPIRES: r4aroI,29 200Print Name_ Bonded Thru Ncta y Public unu,m,'t- , --_ My Commission Expires: s This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE KOIRYMM HORSE, CLERK OF CIRCUIT CART SMINOLE COUNTY ILK 04779 PG @252 CLERK'S # 2003061306 RECORDED 04/14/2M 09s05105 AN RECORDING FEES 6.00 RECORDED BY R,Nolden 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 P , 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. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be seeved 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 iri 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 spe "fled) Debra A. Rigg OFFICE MANAGER FOR CENTEX HOMES, )A! DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS APR 0 9 2003 BY DEBRA A RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION nWA 2721 HOLDING CORPORATION, A NEVADA CORPORATION. DBERA A. RIOGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH: 014 20W NOTARY PUBLIC Jl�CI',IF t:a� MES CEIIIIFIED COPY Not:3rY Public State of Florida MARY.4NNE MC3iE My Commission Expires Jan 21, 2004 CLERK OF CIRCUIT COURT Commission # CC891727 SEMINOLE COUNTY. FLORIDA 2 e 0 SPLASH � KITCHEN A SCALE-. 16'4-0' 0 9 KITCHEN B SCALE- I/4"=1'-0" KITCHEN G BATH D 5CALE- I/4'=I'-0" SCALE- 1/4'=1'-O' f-6 LIGHT STRIP AT OPT. VANITY- i � I 0 7n a o i.. / : i _ BATH E SCALE- V4"=I'-CC:' INTERIOR ELEVATIONS OPTIONAL AOC LOCATION \ / I 9 V�IE±2 .IIf1! BATH I • 2 8" 1 a'FLnr n OPT. SHOWE � • FIFEPIKE - - ___._ _ T HEARTH I g OU7SmE TION AIR JILY R t�1 M b' FLAT J J , a Zn w A LD N n w N i I Q- N=r W in r 9 wNr F I REFLAGE M'1 s -r-o. M15G. OPTIONS ALL 9T faMELE:. 4X 1`-UNLE55 9II TO EE DP:BLE t' x :O' V�LE99 NOTED OTI+E=LIY NOTE: SEE FOUNDATION PLAN FOR FILLED CELL LOCATION. J I ' NOTE: ALL FRAME WALLS TO3 I/2' UNLESS OTHERWISE NOTEE D. — I AREA GALGUL. IpNS- r_ I I5T FLR LI\/iNG--: Ig28 SF k&RRICANE ENGINEERING GARAGE: 416 SF COVERED ENT 21 SF TOTAL: 23F5I SF H GONO. PATIO -� dm'_m• Fl (2) 25SHIll 021/ -28) EGRESS (2) 255 (+21/ -211) ......... ... --------------._._. ._._sxp— --------- 2'6x6'8 6'OX6'8 S.G.D. _ {-21/ -2EI) --1 m s s sr+ B a' FIAT M. BEDROOM T-6 3/4" N I - a, FLAT Q _ 5REAT ROOM S IRIS b'FLAT tlI _E Y R _ 26."e OPt. E m 71 /3' 2„\ 29 B I _I-- W-6 IR" T•jIIS" a•F r < "O II 2•2 C —� BEDROOM 2 = y KITCHEN a' FLAT 3 aK I - m I FF= I o B TH I r I � c RANGE I I %% p I -1— �� — -ram ' •� � N v i 2'bxb'8 �U O t 11'-21/2" 9 i o 9'-i I/2" - DINING BEDROOM 3 I I I 5 e' FLAT _ b' FLAT r A 41 I rF✓<LF .t I I I yEHi. m<1 j o I — A / R/A L ' Dr"s4- - I V I N6 �a-x�a•x�D• X _ j AATTIG I r-LATrORM B' FLAT f Cs--J 1 _ � 1 NOiJ _: AIR HANDLER TG HAVE I i MIN. Ci= 4" CLEARANCE ON r�x 12 41/4" ALL 51DES AND ENCLOSURE ----- ' SPACE SHALL BE MIN. 12' WIDER THEN O I abe � I g GARAGE Q - FOYER 2s.6a b' FIAT 6Z6B BI-FOLD V G FLOOR PLAN 'A' • va =r o BEORM #4 B• FIAT 9 - = 3nx6'a _ 201_0 , „ _ 12'-03/4" ENTRY _ Bon- 25SH BLOCK Cu�s 48• o/C 02 X l'-O" O.H. GAR. DR.(-09/ -23) -- ---- - - -- _ (+19/ -29) 16'-0" ,_4. 2•_0. - 13'- VI6" PARTIAL FLOOR PLAN '8' 'G' BD'FLAT _ 313X6'8 Va"=ro• 20'-0 3/4" 9 (r21/ -23) ENTRY 12'-0 3/4" BLOCK B0T7. cTaFos <a•OAC (z) zssH 021/-28) -- lilt 16'-D" X T-0" 0.H. GAR. ❑R (.19/ -29) 1RA1 PARTIAL OOLIJ 6'-Z" 40'-0 V16" n FLOOR PLANS �ya•=r-o- N U) TN O US Z Q n_j LL W i0� a W O ;N 00 N U_ oe H Z 0 J, Ln g NN LL W lic, J 00 v �aS z — _j W1 2� F. fil M SO 66�gP - revisions: o3-ooeT Q designed by: N 0 d— by: dmw design checked by: a _ Oate: Ot-22-Ot sheet: A2 of: NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRUSS ANCHORAGE: NOTE: 1) USE lU TYPE "C" (OR INTERCNANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLE55 NOTED OTHERWISE (UNIJ) 2) USE (1) TYPE "A" (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UN.0) 3) USE EHUH26-N (OR INTERCHANGEABLE TIE)=OR ALL JOIST HANGER CONNECTIONS (WO) 4) USE (3) I&d OR (3) 131 x 3 1/4" PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER (TAB) 5) GABLE TRUSSES REQUIRE (1) TYPE 'A" OR (1) TYPE 'C' STRAP AT 48" O/C FROM CENTER OF TRUSS. SEE POST STRAPPING ON let AND 211d FLR PLANS " PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR HAND NAIL DE5I6NATIONS" NAIL VALUES: BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 82c - NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES' NAIL SHEAR VALUE (me) 8d 103' loci 125' 16d 149' 40-0-0 0 0 ROOF TRUSS LAYOUT 'B' $ 'G' m LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. TC LIVE:20 psf sf SPACING: 24" O.C. BCDLIVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf DRAWN BY: KSB TOTAL:37 psf OUR FAC: 1.25 W-4(3� "D" STRAP APCONS (TYP) HALF COLUMN DETAIL Roa PITCH 12 NEON OMEN ,i�.e.m.�.B6 .E.e cr STUCCO DETAIL 500RED BAND5 HALF COLUMN DETAIL ENG�fV�E,�R NG ra» rn-.w n.r twr n.«n •m� I�mn0. pi STUCCO ON LATH w WOOD STUD EXTERIOR WALLS 11 s� IJEfA1L ', ■■■ ■■■ -� ■■■'i ■■■MEW ■I ■■ ..�� ■■■ ■■ ■■■ ■OEM . _ Em— SCALE: 1/4" • 1'-0' RIGHT SIDE ELEVATION SCALE: I/8" • 1'-0" 0 0 OFF RIDGE VENT CEMENT TEXTURED (TYP) H FINISH .o Q LEFT SIDE ELEVATION SCALE: V8" . 1'-0" ROCf PITCH / Q OFF RIDGE VENT COMPOSITE SHINGLES 5� ---- ----- --- --- ---------- - --'Ir CEMENT ❑ `— TEXTURED _ m FINISH (TYP) REAR ELEVATION SCALE: 114" • 1'-0' SHINGLES M _W W Z D 00 I\` W U) J C W w ~ H LL w0 alf LL J p S e^ oN. GABLES(TYP.) Q 00 s W err Q a�� O� revisions: aa.: m.wn er designed by: rJ drawn by. dm design checked by: - date: 01-22-01 sheet: A3-B Of. SCALE: KT.5. RLVISIONS PERMIT l/ Q.�J- � �,'/ DAT[ SUM 0 2 2003 ADDRESS CONTRACTOR CENTEX HOMES / PATRICK J. KNIGHI PH f 407-661-2176 FAX # 407-661-4089 DESCPRITION OF REVISION: ADD PLUMUNG RTUR nlAr,RAM Tn P14NC UTILITIES ruaE Bon,_.�. �IrpI�GYED 2" V.T.R. 2" T- W.M. 3" 2" V.T.R. II/2" II/2" LAV LAV 2" V.T.R. 2" WC 3" 3 " 2" TUB 2" SN Li 3„ COMB.IU+V 2" LAV 1 1/2"Li 2° 31.1 31' W,C. 3" 211 TUB 11�28 PLUMBING f�ISER UI AEG. Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing 'f Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) F.... Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Z Plumbing Repair — Residential or Commercial Occupancy Type: Residential P"-*' Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Attach Ownership Proof of ( p & Legal Description) Owners Name & Address: `d .I!/ e (_ Q.n ' j n/ / /� Phone: Contractor Name &Address: l% x6g."'d Al' • C J /'�G 6At�X Ste, Phone & Fax�9 � '�t� �� % 3 %r/IZ Contact Person: L � Phone: �! r0" S3 �7 Bonding Company Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will 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 PAYLNG 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 uill notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Conuactor/Agent Date vr/ e-foc� Print Owner/Agent's Name nt Contractor agent's Name r n: .3 �3 Signature of Notary -State of Florida Date gn lure of Noo u State of Flott1�;0' Date 1 MY,COMM;SSION # CC g21808 k -_ /EXPIRES March 23, �.'' Fi ai c:N n , Owner/Agent Oaier/Agent is Personall known to i�te or Contractor/A� I c rsonai Known to Me o Produced ID ,_,_1.. I - -- _ . _. _. Produces .1 APPLICATION APPIZOVED BY: Bldg: Zoning: Ur::::es: FD: _ Initial & Date) (Initial & Date) (Initial K Date) (Initia <il Dat aecial Conditions: i PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 86, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA i 1IOCA\Ani IC rAl rill ATInNC (I nT ONI Y) LOT 86 CONTAINS 8125 SQUARE FEET f (LOT ONLY) THIS STRUCTURE CONTAINS 2352 SQUARE FEET t TOTAL CONCRETE 536 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 5237 SQ. FT. t PERCENT OF CONCRETE Sc STRUCTURE TO LOT 227 t —1.11 /no in i i M LOT 86 UP TO CURB CONTAINS 8840 SQUARE FEET t THIS STRUCTURE CONTAINS 2352 SQUARE FEET t CONCRETE 929 SQ. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 5559 SQ. FT, f BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' FLOC'R SLAB ELEVA70N DUST BE •', '" ROV OF ADJADEI111 R.0;A,D U i'l E E4 OTH�?`�`3'�: ft+ APPROVED W Z O BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY w PI 442.73' Y N89'58'19"E — — — ----------- CENTERLINE OF 92.73 I RIGHT-OF-WAY I 3 N 5.0' N89'58'19"E 65.00' I 10' UTILITY 1EASEMENT I I In I I V! I I I I I w I Jam— 20.0'21.3 133 - p w 5A Z PROPOSED Z w 1928 w LOT 85 _ FINISHED FLOOR a /C _ ELEVATION=13.80 o r O z° o o J a O Ln w ON a z z O a a z o w u 40, 00' a a p :o 40.0' 20.0' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. Juj O JN p I I I u I U I LOT 86 8,125 SQ.FT.t DRAINAGE TYPE A I -------------- S89'58'19"W 65.00' (UNPLATTED PER THIS PLAT) THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 86 BEING N 89'58'19" E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM39700 PLOT PLAN 04-01-03 CKB DRAWN BY: LQT FIT 12-16-02 CKB 1 p Z J O O L6 C4 LOT 87 LiJ O O O 0 LEGEND PC 350.00' ��/�\1 1" = 30' GRAPHIC SCALE 0 15 30 — BUILDING SETBACK LINE MLW POB MINIMUM LOT WIDTH POINT ON BOUNDARY — — CENTERLINE PCC POINT OF COMPOUND CURVATURE — RIGHT OF WAY LINE POC POINT ON CURVE — x PROPOSED ELEVATION OR PD OFFICIAL RECORD - PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE LB LAND SURVEYING BUSINESS PI DENOTES POINT OF INTERSECTION LS LAND SURVEYOR PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL (P) PER PLAT A/C AIR CONDITIONER (M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD SO. FT, SQUARE FEET PB PLAT BOOK NC NATURAL GRADE R RADIUS R/W RIGHT-OF-WAY PGS PAGES ORLANDO. FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE 111LE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCFPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4 -Z-3 FOR THE & 1� FIRA AM R. M SCATELL JR. PSM#49 8 onT[ fi FORM 60OA-2001 4- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 LMR Builder: Address: BRISTOL FOREST TRAIL Permitting Office: City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8_ Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e_ N/A 10_ Ceiling types a. Under Attic b. N/A c. N/A 11 _ Ducts a. Sup: Unc. Ret Unc. AH: Garage b. N/A New _ 12_ Cooling systems Single family _ a. Central Unit I _ 4 _ b. N/A Yes _ 1928 ftZ c. N/A CENTEX HOMES CITY OF SANFORD 210.0 ftZ _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ftZ _ 0.0 ftZ b. N/A R=0.0, 198,0(p) ft _ c_ N/A 14. Hot water systems _ a_ Electric Resistance R=4.1, 1058.0 ftZ _ R=I 1.0, 278.0 ftZ b_ N/A _ c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1964.0 ftZ _ 15_ HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) 691500 Glass/Floor Area: 0.11 Total as -built points: 27478 PASS �� Total base points: 29112 I� hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:� oQt� DATE: V-#AFH 3 0 2003 1 hereby certify that this building, as designed, is in compliance with the Florida Energ de. OWNER/AGENT: _- DATE: APR 3 0 2003 Cap: 37.0 kBtu/hr _ SEER: 12.00 Cap: 37.0 kBtu/hr HSPF: 8.35 Cap: 50.0 gallons _ EF: 0.86 PT; Review of the plans and specifications covered by this y��tTKEST 0 calculation indicates compliance with the Florida Energy Code. Before construction is completed 4 d this building will be inspected for , compliance with Section 553.908 O Florida Statutes. COD W-E BUILDING OFFICIAL: DATE: EnergyGauge® (Version. FLRCSB v3.2) FORM 60OA-2001 t SUMMER CALCULATIONS d Residential Whole Building Performance Method A - Details 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 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32.0 44.66 0.94 1349.1 Single, Clear W 1.0 9.5 32.0 53.47 0.99 1701.0 Single, Clear S 1.0 4.0 10.0 44.66 0.87 387.8 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear E 1.0 8.0 40.0 59.31 0.99 2344.3 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total: 210.0 10331.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points 4 Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1.18 1248.4 Exterior 1058.0 1.90 2010.2 Frame, Wood, Adjacent 11.0 278.0 0.70 194.6 Base Total: 1336.0 2204.8 As -Built Total: 1336.0 1443.0 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 . CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1916.0 2.13 4081.1 Under Attic 19.0 1964.0 2.82 X 1.00 5538.5 Base Total: 1916.0 4081.1 As -Built Total: 1964.0 5538.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 198.0(p) -31.8 -6296.4 Slab -On -Grade Edge Insulation 0.0 198.0(p -31.90 -6316.2 Raised 0.0 0.00 0.0 Base Total: -6296.4 As -Built Total: 198.0 -6316.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 71 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 r- v rr FOFM .600A-2001 f SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details •' ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 36650.7 Summer As -Built Points: 38773.3 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) 38773.3 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 13084.5 36650.7 0.4266 15635.2 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 F0[3r.I 60OA-2001 , INTER CALCULATIONS Residential Whole Building Performance Method A - Details 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 1928.0 5.86 2033.7 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4 Single, Clear W 1.0 9.5 32.0 10.74 1.00 343.5 Single, Clear S 1.0 4.0 10.0 7.73 1.05 81.2 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear E 1.0 8.0 40.0 9.96' 1.01 400.7 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 As -Built Total: 210.0 2111.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 278.0 1.80 500.4 Concrete, Int Insul, Exterior 4.1 1058.0 3.31 3496.7 Exterior 1058.0 2.00 2116.0 Frame, Wood, Adjacent 11.0 278.0 1.80 500.4 Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1 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 1916.0 0.64 1226.2 Under Attic 19.0 1964.0 0.87 X 1.00 1708.7 Base Total: 1916.0 1226.2 As -Built Total: 1964.0 1708.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 198.0(p) -1.9 -376.2 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495.0 Raised 0.0 0.00 0.0 Base Total: -376.2 As -Built Total: 198.0 495.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1928.0 -0:28 -539.8 1928.0 -0.28 -539.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 F FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5134.3 Winter As -Built Points: 8030.6 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) 8030.6 1.000 (1.078 x 1.160 x 1.00) 0.409 0.950 3899.4 5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 3899.4 EnergyGauge rm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 QRM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 15635 3221 10256 29112 13085 3899 10495 27478 yp4 THE S74? 1- lit, "O Q tcstii �7 � a EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 a FORM.600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1 /8" sealed unless backed by truss 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.ABC.1.2.5 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. RA-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences-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 beprovided- 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 efficient 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. EnergyGaugeT°° DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v32 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 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 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 1928 ft' c. N/A 7. Glass area & type _ a. Clear - single pane 210.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A b. N/A _ c. N/A 14. Hot water systems w 9. Wall types _ a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.1, 1058.0 ft' _ b. Frame, Wood, Adjacent R=11.0, 278.0 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, 1964.0 ft' _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, U- Ducts _ PT -Programmable Thermostat, a- Sup: Unc. Ret: Unc. Ali: 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. Builder Signature: Date: APR 3 Q 2003 Address of New Home: BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 Cap: 37.0 kBtu/hr _ SEER: 12.00 Cap: 37.0 kBtu/hr _ HSPF: 8.35 Cap: 50.0 gallons EF. 0-96 PT, _ p4 T1� HE S74 yO.t rl,'S�S *NOTE. The home's estimated energy performance 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 EnergyStarTdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at 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 850/487-1824. EnergyGauge® (Version: FLRCSB v3.2) 03/26i2003 10:21 DEL AIR � 4076614089 N0.347 P014 J RIGHT-f LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job. 1928 0""2 01, fOC- �i .Prv'ect n , matron u For. CENTEX HOMES Notes: s 1 Design lnf14 Weather_ Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 °F Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grAb Heating Summary Building heat loss 32751 Btuh Ventilation air 0 cfm Ventilation air loss 0 Stuh Design heat load 32751 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft� 1928 1928 Volume (" 15424 15424 Air changeslhour 0.80 0-40 Equiv- AVF (cfm) 206 .103 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.7 HSPF 0 Btuh @ 476F 0 OF 1200 cfm 0.037 cfm/Btuh Sensible Cooling Equipment Load Sizing Structure 24036 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. da#a n Ratelswing multiplier 0.98 Total sens. equip_ load 24525 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3032 Btuh Total latent equip. load 5887 Btuh Total equipment load 30412 Btuh Req. total capacity at 0.70% SHR 2.9 ton Cooling Equipment Summary Make TRANE Trade Efficiency 12.1 EER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.050 cfnVBtuh Load sensible heat ratio 81 % Wdrmriic values have been manva0y overHdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ti VVr3GP p¢Spf1t Righ[-Su-&-Re*1WW-5.5.06RSR26013 2003-Mar-2609:11-M E:NFR..T 4rt 20=192811928-iar Page 1 03i26i2003.� 10:21 DEL AIR + 4076614089 NO.347 9015 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job.1928 094)"2 109 COMMERCE STREET, LAKE MARY, FL 3274G bUOG Phone: (407) 931-2665 Procedure A - Winter Infiltration HTM Calculation* 1 _ Winter infiltration AVF 0.80 ach x 15424 fta x 0.0167 = 206 drn 2. Winter infiltration load 1.1 x206 cfm x 32 `F Winter TD = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh ! 248 W Total window = 29.2 Btuh/W and door area Procedure B - Summer Infiltration HTIIA Calculation 1. Summer infiltration AVF 0.40 ach x 15424 fta x 0.0167 = 103 cfm 2. Summer infiltration load 1.1 x 103 cfm x 18 'F Summer TD = 2036 Btuh 3. Summer infiltration HTM 2036 Btuh ! 248 ff Total window = 8.2 Btuhlft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff_ x 103 rim = 3032 Btuh erocedure U - Equipment sizing Loads 1, Sensible sizing load Sensible ventilation load 1.1 x 50 cfrn vent x 18 °F SummerTD = 990 Btuh Sensible load for structure (Line 19) + 24036 Btuh Sum of ventilation and structure loads - 25026 Btuh Rating and temperature swing multiplier x Equipment load = 0.98 24525 Btuh sizing - sensible 2. Latent sizing load Latent ventilation load 0.68 x 50 drn vent. x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3032 Btuh Equipment sizing load- latent = 5887 Btuh `Construction Quality is: a No. of Fireplaces is: 0 BordfF W values have been ftwmfly overYOdm Printout certified by ACCA to meet all requirements of Manual J 7th Ed. �. -wrig htSc5 �of>t . Rigft-suim Reddemiai- S.S.OG RSR2W13 2003 sr-M 09:11 W ACM EiFilwT Max 20=192MI9281ar Page 1 �a 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9016 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job-1923 09-06-02 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 _ • J: 7th Ed. 1 Name of room Entire House FOYANIDIN BR4 KIT 2 j4MANUAL Length of exposed wall 198.0 ft 42.0 It 30.0 ft 11.0 ft 3 Room dimensions 19.0 X 20.0 ft 13.0 x 14.0 ft 19.0 x 11.0 ft Ceiings Condlt. Option 8.0 ft heatfcool d 8.0 ft heat/cool 8.0 111 heavew 8.0 ftl heaVocol TYPE OF CST HTM Area Load (Stuh) Area Load (Btuh) Area Load (BIuh) Area I Load (Btuh) EXPOSURE NO, ft Clg 012) Htg Clg UP) Htg Clg (W) Htg Ctg (ro HV Cig $ Gross a 14B 4,6 2.1 1288 - "" 208 240 "'* "" 88 Exposed b 12C 2.9 1.0 0 '""'* "" 0 "" "" 0 ""*' '"'" 0 walls and c 13C 32 12 290 - "" 128 "' "" 0 *"' "" 0 partitions d 0.0 0.0 0 "" "" 0 »� 0 0 f 0.0 0.0 0 »« .... o ..» .... 0 «» »» 0 ..» «.. 8 Windom and a 1C 37.0 ^ 170 6283 - 32 1183 "'"" 32 1183 '" 10 370 glass doors b 80 37.0 " 40 1475 - 0 0 """" 0 0 "^ 0 0 Heating a 9C 38,7 » 0 0- 0 0 0 0 "`^ 0 0 d 1 C 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 '"`* a 0 "" 0 0 "" 0 0 7 Windows and North 20.4 18 "" 363 4 M• 82 0 0 2 ^" 43 glass doors NE/NW 39.4 84 - 2522 0 '""` 0 32 ""' 1201 0 "" 0 Cooling EM 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 SE/SW 47.4 128 - 6077 28 - 1326 0 """" 0 8 ""' 374 South 0.0 0- 0 0- 0 0^^ 0 0 ~'• 0 liorz 0.0 0- 0 0 "" 0 0 """" 0 0 """' 0 8 Other doors a lOD 14.7 9.9 20 294 199 20 294 199 0 0 0 0 0 a b 10D 14.7 9.9 18 205 179 0 0 0 0 0 0 0 a 0 c 0.0 0.0 0 b 0 0 0 0 o a 01 a 0 0 9 Net a 14B 4.0 Z.1 1058 4875 2179 1$5 710 321 208 958 428 78 259 161 exposed b 12C 2,9 1.9 0 0 0 a 0 0 0 0 0 0 0 0 walls and c 13C 3,2 1.2 278 876 325 128 403 150 0 0 0 0 0 0 pamon3 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 D Q 0 0 0 0 0 0 0 0 0 10 Ceilings a 16131 1.7 2.2 1964 =1 4572 428 720 953 1821 309 405 209 354 465 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 o0 0 0 Q 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 198 5132 0 42 1089 0 30 778 0 11 285 0 (Note; room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infi1tration a 29.2 .8.2 2481 7239 2036 621 1518 427 32 034 263 10 292 82 13 Subtotal loss=6+8. •11.12 "" 29774 - "" 5932 "" "*" 4162 - "" 1661 Less external heating - 0 "" "" 0 "" "" 0 Lass transfer - 0 "* "" 0 "" """" 0 Heating redistritwtion - 0 ^ ' o - ^" o "^' 0 14 Duct loss 10 6A 477 "" 10 ° 593 - 10 416 "" 1 MA 166 i5 Total logs= 13+14 " " $2751 "" - 0525 - - 4578 ""' - 1827 - 16 InL gains: People Q? 300 6 - 1800 1 "" 300 0 - 0 0 - 0 Ap1200 2 - 1800 0 0 0 - 0 1 - 1200 17 Subbt RSH 9&in-7 S, 2+16 "" "" 218$1 - - 3757 - - 2357 - - 232S Less external 000ling ""' " " 0 "" - 0 ^" ""' 0 ""` """ 0 Less transfer ""' "" 0 "" - 0 "" "" 0 "•"` "" 0 Cooling rediztr ution ^" - 0 "" ..,,, 0 "" "" 0 '"" "" 0 18 Duet gain 10 ° "" 2195 10 - 376 109/1 236 10 233 19 Total RSH gain=(17+18)'PLF 1.00 - 24036 1.00 - 4133 1.00 "" 2593 1,00 •" 2558 20 Air required (curt) "" 1200 1200 "^" 239 206 - 168 129 "" 67 •128 Printout cer6fted by ACCA to meet all requirements of Manual J 7th Ed. wrtg h>rsOR Right -Suite Re> iatTM SS.06 RSR26013 200&~28 09:11 b8 IC51 E:%Fll.%Cent.2M21192811928.W Pave 1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D017 ' RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-06-02 109 COMMERCE STREET, LAKE MARY. FL 3274"206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room GREAT RM WIC MBR BTKt J4MANUAL Z Length of exposed wall 34.0 ft 0.0 ft 35.0 ft 0.0 ft 3 Room dimensions 19.0 x 16.0 ft a.D x 9.0 ft 15.0 x 14.0 ft 6.0 x 11.0 ft Ceiings Condit Option 8.0 ft heatfcool 8.0 ft I heaUCool 8.0 ft heatf000l 8,0 ft heall000l TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (801) Ama Load (Btuh) EXPOSURE No. Htg I Clg (ft') H(g C1g (1l°j Htg I Gig vn Hta C19 M Htg I Clg 5 Gross a 14B 4.6 2-7 272 "" "" 0 "'" 280 "" "" 0 •'•' "" Exposed b 12C 2.9 1.9 0 "'• """' 0 •"• '""" a ••�' "'"` 0 "� '"" walls and C 13C 3.2 1.2 0 '••' """* 0 ""' "" " 0 "•' '"'" 0 •••' '"'" partitions d 0.0 0.0 0 """ •. • 0 •••• •••• 0 •••• ••"• 0 •••• ""• f 0.0 D.0 0 •"' 0 " "" "" 0 ...." ." 0 5 Windows and a 1 C 37.0 " 32 1183 - 0 0 "" 32 1183 '•" 0 0 glass doors b 8C 37.0 "" 40 1478 - 0 0 0 0 0 0 Resting C 9C 38.7 "" 0 0 0 0 "'• 0 0'" D 0 d 1C 37.0 " 0 0 '""' 0 0 •"' 0 0 •"' 0 0'" e 7L 20.8 - o o ^"^ 0 0 '"'" 0 0 •• • 0 0 7 Windows and North 20.4 8 """* 156 D '"'" 0 4 "'• 82 0 "" 0 glass doors NE/NW 39.4 0 ""' 0 0 '" "' 0 0 "" 0 0 ""• 0 Cooling EIW 0.0 0 "•' 0 0 "" 0 0 0 0 "" 0 Sem 47A 64 •"' 3051 0 "•• 0 28 """" 1326 0 ^"" 0 South 0.0 0 "" 0 0 •"' 0 0 "" 0 0 """ 0 Horz 0.0 U """ 0 0 ""' 0 0 "'• 0 0 ""' 0 8 0ther doors a 101) 14.7 9.9 0 0 0 0 0 0 0 a 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 14S 4,6 21 200 922 412 0 0 0 248 1143 511 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 D 0 0 Walls and c 13C 3.2 1.2 0 01 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 s 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 Z2 $04 516 677 72 122 160 210 356 467 06 112 147 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 a 0 0 0 0 0 0 0 D e 0.0 0.0 0 0 0 0 0 D 0 0 0 0 0 O f 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 34 881 0 0 0 0 $5 907 0 0 0 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 D 0 0 0 0 0 perimeter C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is dispt. d 0.0 OA 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 292 1 8.2 72 2102 $91 0 0 0 32 934 263 01 0 0 13 Subtotallosa=6+8.+11+12 '""" 7081 - "'"" 122 4523 - "" 112 Less odwall heating "'• 0 ""^ "*" 0 '••' "'"" 0 '••' •"• 0 Less transfer '"'• 0 " "" """ 0 '••' " " 0 •"' ^" 0 *** Heating redistribudon - 0 " "" '•^' 0 "'"" """ D "•' ^" 0 "'• 14 Duet loss 10 703 ""• 1091, 12 '"'" 10 °/ 452 - 10 11 15 Total loss =13.14 - 7789 ""' - 134 - ""' 4975 - """ 123 "'• 16 Int. gains: People Q 300 4 - 12DO 0 - 0 1 - 300 0 """' 0 Appl, Q 1200 0- 0 0 "" 0 0 "" 0 0 •"' D 17 Subtot RSH gain=7.8__02+16 •"' """" 6086 - ""' 160 "'• "" 2949 """ "" 147 Less external 000ling """" ""• 0 '"" 0 ••�• "'"' 0 "" "" 0 Less transfer ""` *"'- 0 •••• "••" 0 •••• •••• 0 •••. •••• 0 Coofing redistn'bution ^"" +-" 0 •••• +•-- 0 «» •" • 0 ••« ••"• 0 18 Duct gain t0 "" 609 10 16 10Y '••' 295 1 06A 15 19 Total RSH galn=(17.18)'PLF 1-DO ^" 6695 1-DO - 176 1.00 """ 32" 1.00 •"' 162 20 Air required (Gt1n) 285 334 '"" 5 8 "" 182 162 '""" 5 a Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr➢gl�tsoft RghlrSu7te Realderrtial"' SS_06 RSR2601s 2003Mar-2609:11:06 AC�``t, 1 E%Files\0srd®r2002\1928\1=1-r Pege2 0326/2003 10:21� DEL AIR -i� 4076614089 NO.347 D018 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-06-02 109 COMMERCE STREET, LAKE MARY, FL 32748-6206 Phone_ (407) 831-2665 J: 7th Ed. 1 Name of roorn BR2 STH2 BR3 LNDRY 2 14MANUAL Length of exposed wall 13.0 ft 0.0 ft 25.0 ft . 7.0 ft 3 Room dimengions 15.0 x 13.0 ft 6.0 x 8.0 ft 15.0 x 12.0 ft 7.0 x 10.0 ft Ceiings Condit Option 6,0 ftl heat/cool 8.0 It i heaUcool 8.0 It heavcool 8.0 ft heat/cod TYPE OF 1210Htg HTM Area Load (SWh) Area Load (Btuh) Area Load (Btuh) Area toad (Btuh) EXPOSURE I C19 (M HMg Ctg (f* Htg CI9 IM W9 Gg (fvD CIg 5 Gross a 14B 4.0 2.1 104 - 0 "'^ "" 96 "" �"' 0 b 12C 2.9 1,9 0 - ""' 0 """ "" 0 ""*" "" 0 walls c 13C 3.2 1.2 0 - " ' 0 "" "" 112 ""*' ""' 55 partitions d 0.0 0.0 0 *"^ "" 0 " 0 ""` 0 e 0.0 0.0 0- o 0 '^-- 0 ^-- f 0.0 0.0 a - «" a "" "" 0 '"' "" 01. 6 Windows and a 1C 37.0 " 16 591 0 0 "" 16 591 *" 0 0 glass doors b 8C 37.0 " 0 0 ^" 0 0 0 0 "" 0 o Heating c 4C 38.7 " 0 0 "" 0 0 "" 0 0 "" 0 0 d 1 C 37.0 - 0 0 "'" 0 0 "'" 0 0 ""' 0 0 e 7L M8 0 0 0 0 ^^ 0 0 0 0 fl 1 0.01" 0 0 --'- 0 0 0 -'-- 0 0 --� 7 Windowa and North 20.4 0 0 0 "" 0 0 - 0 0 0 glass doors NE;MW 39,4 16 - 630 0 "'* 0 16 "" $30 0 "'* 0 Cooling ErW 0.0 0- 0 0 0 0 0 0 ' 0 SE/SW 47.4 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 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 D lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 18 285 179 G 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14H 4.6 2.1 Be 406 181 0 0 0 so $69 165 0 0 0 exposed b 12C 29 1.9 0 0 0 0 0 D 0 0 0 0 0 0 walls and c 13C 32 12 0 0 0 0 0 0 112 353 131 38 120 44 partitions d 0.0 OA 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 195 331 434 48 81 107 100 305 401 70 119 166 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 D C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 D.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 D_0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 D 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 0 0 0 26 974 0 7 181 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 D 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 floors) ( 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 29.21 82 16 467 1311 0 01 0 161 467 131 18 $25 148 13 Subtotal 1oss=6+8. +11+12 "" 2132 - - 81 "" 2759 - """ 1210 - Less extemal heating ••» 0 - - 0 •••. ••» 0 - ..» 0 ••• Less transfer ...• 0 - •.•. 0 ,••• •••• 0 •••• •••" 0 •••• Heating redistrbilon "" 0 '^' "" 0 ""' ""' 0 '*"" "" 0 14 Duct loss 106A 213 "" 10 8 - 10 % 276 "' 101A 121 15 Tote) loss =13+14 "^ 2345 " ' - 90 - - 3035 "" - 1331 16 Int gains: People Q 300 0- 0 0 ^"" 0 0 "•' 0 0 •^' 0 Appl, @ 1200 0 - 0 0 ""' 0 0 "" 0 1 " "" 600 17 Subtot RSH gain=7+8_+12+16 - 13T7 "" 107 - "" 1458 - "" 1127 Less external cooling - - 0 ••» «•• 0 •••• •••• 0 •«• "" 0 Less Vansfer -»- »-' 0 ' �'.• •..• 0 .•» •••• 0 •.» •..• 0 Cooling redistribution - - 0 "" ""' 0 "" ""`" 0 "" "'"' 0 18 Duct gam 10' "" 138 10 - 11 10 "" 148 10 113 19 Tolat R5H 92in=(17+18)-PLF 1.00 - 1516 1-00 - i 18 1.00 "'" 1604 1.00 "" 1240 20 Air required (ofm) 86 76 - 3 6 -- 111 so 49 82 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t wreg Y7�so1r[ RigMSt to Re9Werdie - &5.06 R8R28013 20()War�26 013-111.08 A0M E:1Fl1ea1Centex 2002%192811928.rsr Page 3 03/26i2003 10:21 DEL AIR 4 4076614089 N0.347 D019 r RIGHT-J WINDOW DATA DEL AIR HEATINGAIR CONDITIONING,R Job-1g28 09-06-02 ' 109 COMMERCE STREET, LAKE MARY. FL 3274"2U6 Phorte: (40rn a3t-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LNIDIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 32.0 4.0 BR4 a n nw a c n 0 d 1 1 90 1.0 1.0 4.5 5.0 39.4 32.0 0.0 KIT a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47A 10.0 2.1 GREAT RM a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 b n se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 40.0 3.6 WIC MBR a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 BTH1 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.0 0.0 BTH2 BR3 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5-0 39.4 16.0 0.0 LNDRY .► W nghtSOft. RigMStft ResWenbuil' 5.5.08 RSR26013 2003�-25 os:l9:08 A0CKF_VdmTedex 20021192811928 rsr Page 1 Job Truss Truss Type4 r , Qty Ply Centex-Orlando/1928-B & Cfjrk/4-17-3' 53906899 BH1 COMMON 1 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:40:30 2003 Page j 0 p 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40-0-0 4,1-0o 1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0 Scale -1:70. 5.00 F12 5x6 = I 8x8 5x8 G 6 K _ . 8 - 3 5x6 �. - p � 1 w 4 x8 5x 5x10 S 1 C F H S W 0 S 5 S 6 N M N c�PH IAA yi I�0 3x7 = u T S R O P O 3x7 — - - - 3x6 = 3x8 = 3x8 = US = 3x6 4-0-0 10-3-14 21-4-0 27-4 0_ 29-8-2 ___ 40-0-0 l l 4-0-0 6-3-14 11-0-2 6-0-0 2-4-2 10-3-14 Plate Offsets X Y : K:0-4-0 0-3-0 P: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 . 0.72 Vert(LL) 0.14 R-T >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.47 R-T >529 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.04 R n/a BCDL 1 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 299 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-13 oc purlins. Except: BOT CHORD 2 X 4 SYP No.1 'Except 1 Row at midpt F-H B2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt I-R OTHERS 2 X 4 SYP No.3 2 Rows at 1/3 pts G-R REACTIONS (lb/size) 8=1112/0-8-0, M=289/0-8-0, R-3521/0-8-0, Q--81/0-8-0 Max Horz B=-178(load case 5) Max UpliftB=-285(load case 4), M=-175(load case 2), R--688(load case 5), Q— 81(load case 1) Max Grav B=1112(load case 1), M=382(load case 7), R=3521(load case 1), Q=18(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--2144, C-D=-880, D-G=-785, G-1=1289, 1-K=1467, K-L=506, L-M-242, M-N=22, C-E=-1071,E-F=-572, F-H--670, H-J--27 BOT CHORD B-U-1913, T-U=1868, S-T=649, R-S=649, Q-R=-749, P-Q=-749, O-P=-749, M-0=-130 WEBS D-E--298, E-T=-910, F-T=1220, F-G=1405, K-0=678, L-O= 435, I-J=-1408, J-R=-1362, G-H--1389, H-R=-2157, K-R=-780, C-U=294 NOTES (10) 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) Truss designed for wind loads in the plane of the truss only. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint B, 175 lb uplift at joint M, 688 lb uplift at joint R and 81 lb uplift at joint Q. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 214.O1b down and 54.91b up at 4-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 10) 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 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 ; Mr Uniform Loads (plf) °o Vert: B-U=-20.0, R-U=-40.0, M-R=-20.0; A-C=-60.0, C-1=-60.0, I-N=-60.0, C-J=-60.0 Concentrated Loads (lb) Vert: U= 214.0 CV , 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899BH1 r- - . -- _--1 Job Truss Truss Type Qty Ply Centex -Orlando/1928-B & CfjsW4-17-3 53906899 CJ1 JACK 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:30 2003 Page f' c _1-n-n Scale . 1 * 71 A i 0-11-1.1 U4 = 0-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=-11/Mechanical; B=138/0-8-0, D=9/Mechanical Max Horz B-35(load case 4) Max UpliftC--13(load case 5), Ba-89(load case 4) Max GravC=29(load case 4), B-138(load case 1), D-9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-28 BOT CHORD B-D=O NOTES (3) 1) 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. 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 responsibilib. 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: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ1 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & C[jW4-17-3 53906899 H1 HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1 1 0-p 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0 4,1.0-,0 r 1-0-0 7-0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 1-0-0 Scale . 1:68. - - 7x14 Mill 8H= 7x10 M1118H= - 5x6 = 5x6 = 7x8 = 5x6 5.00 12 C D E F Q H i i 1 wi w Ce 9 J �VV A [b o' - 5x12 = - R Q P - O - N M L K 5x12 = 2x5 II WO M111811= 5x6 = 5x8 = 5x6 = 2x5 II 5x6 = - 5x10 M1118H= 7-0-0 7-if, 2 12-3-7 17-5-2 22-6-14 27-8-9 32-10-4 33?-0 40-0-0 1 7-0-0 0-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 0-1-12 7-0-0 Plate Offsets X Y : B:0-3-13,Ed a C:0-6-8,0-3-8 F:0-4-0 0-4-8 , H:0-3-0 0-4-0 1:0-3-13 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.92 N-0 >512 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.54 N-0 >306 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.28 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 241 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except' TOP CHORD Sheathed T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-1 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' W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W 1 2 X 4 SYP No.2 REACTIONS (lb/size) B=3290/0-8-0, 1=3290/0-8-0 Max Horz B=-75(load case 5) Max UpliftB=-900(load case 3), I--950(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7651, C-D=-10313, D-E=-11877, E-F--11858, F-G--11858, G-H=-10317, H-1=-7650, 1-J=26 BOT CHORD B-R=6973, Q-R-7010, P-Q-7010, 0-P-10310, N-0=11877, M-N-10315, L-M=7009, K-L-7009, 1-K=6973 WEBS C-R=707, H-K=706, D-P=-1555, E-0=-637, F-N--632, G-M--1549, C-P=3744, D-0-1783, E-N=-21, G-N=1757, H-M=3749 NOTES . (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.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 900 lb uplift at joint B and 950 lb uplift at joint I. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 513.31b down and 181.21b up at 33-0-0, and 513.31b down and 181.21b up at 7-0-0 on bottom 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 M Uniform Loads (pit) 1i o c8 Vert: A-C=-60.0, C-H=-125.0, H-J=-60.0, B-R--20.0, K-R--41.7, I-K--20.0 \ s. j rp a;_ Concentrated Loads (lb) tz L Vert: R=-513.3 K=-513.3 4k cMV Q� �e Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 e Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsV4-17-3 53906899 1-11A HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page V 1-0-p 5-9-1 , 9-0-0 , 16-4-9 23-7-7 31-0-0 , 34-2-15 , 40-0-0 440? 1-0-0 5-9-1 3-2-15 7-4-9 7-2-13 7-4-9 3-2-15 5-9-1 1-0-0 Scale a 1:68. 5x7 = 3x6 = 3x8 = 2x3 II - 5x7 = 5.00 F12 D E F G H 2x3 2x3 C . - Wt Wt _ wt W_ 3 W3 v 6 K ;AIg 3x7 = O P O N M L 3x7 = - - 3x6 = 3x10 M1118H= 3x6 = US = 300 M1118H= 3x6 = i 9-1-12 16-4-9 23-7-7 30-10-4 40-0-0 9-1-12 7-2.13 7-2-13 7-2-13 9-1-12 Plate Offsets X Y : D:0-5-4 0-2-8 H:0-5-4 0-2-8 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-O >658 BCLL 0.0 Rep Stress Incr YES WB 0.43 . Horz(TL) 0.18 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2 X 4 SYP No.3 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-B=22, B-C=-3332, C-D--3135, D-E--4008, E-F--4008, F-G--4008, G-H--4008, H-I=-3135, I-J--3332, J-K=22 BOT CHORD B-Q=2995, P-0=2880, O-P-28801 N-0=4008, M-N-2880, L-M=2880, J-L=2995 WEBS D-Q=265, H-L=265, E-0=-443, G-N--443, C-Q--151. D-0-1269, E-N--1, H-N=1268, I-L=-151 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 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ^^ �1 #y zl� Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1A Job. Truss Trr , Oty Ply Centex-Orlando/1928-B & ClJslc/4-17-3 53906899 1-11 B HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 1' 1 0-Q 5-6-0 11-0-0 17-0-0 23-0-0 29-0-0 34-6-0 40-0-0 4,1-0 p - 1-0-0 5-6-0 5-6-0 6-0-0 6-0-0 6-0-0 5-6-0 5-6-0 1-0-0 Scale - 1:68. 5x6 = 3x6 — 5x8 = 5x6 5.00 12 D E F a - 3x6 3x6 C w w 1 H wa wa l d[A 9 J Ig o 3x7 = 0 N M L K 3x7 = 2x3 11 5x8 = 3x6 = 5x8 = - 2x3 11 - i 5-6-0 12-0-0 20-0-0 28-0-0 34-6-0 40-0-0 5-6-0 6-6-0 8-0-0 8-0-0 6.6-0 5-6-0 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 L:0-4-0 0-3-0 N: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 0.32 Vert(LL) -0.26 M >999 - TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.54 M-N >871 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 1 n/a BCDL 10.0 Code FBC2001 (Matrix) ' 1 st LC LL Min I/deft = 240 Weight: 1991b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 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), I=-317(load case 3) FORCES (II - First Load Case Only TOP CHORD A-B=22, B-C=-3425, C-D--2926, D-E--2807, E-F--3329, F-G--2807, G-H=-2926, H-1=-3425, I-J=22 BOT CHORD B-0=3067, N-0=3067, M-N=3277, L-M-3277, K-L-3067, I-K=3067 1 WEBS C-0=13, H-K=113, E-M=96, F-M=96, D-N=760, G-L-760, E-N=-642, F-L=-642, H-L=-44B; C-N=-448 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; i i 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 317 Ib uplift at joint B and 317 lb uplift at joint I. 5) Truss shall be fabricated per ANSIIrPI 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 't C!)' - C7.. I. n . N �1 nM N K4 x ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003' Draw No:53906899H1 B -- t Job Truss Truss Qty Ply Centex-Orlando/1928-B & Csk/4-17-3 ' 53906899 H1C COMMON 1 1 - Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 ,1 6:26:32 2003 Page 9 1-0 0 7-8-11 13-0-0 27-0-0 32-3-5 40-0-0 4,1-0 0 1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0 Scale > 1:68. 5x6 = 20 115x6 = 3x6 = U8 = - 3x8 = - - 3x8 = 3x6 = i 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:0-3-0 0-2-4 F:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft - PLATES. GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.22 L >999 TL20 . 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.50 L-N >952 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 l/deft = 240 Weight: 188 lb, LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-13 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-B=22, B-C=-3301, C-D=-3027, F-G=-3027, G-H=-3301, H-1=22, D-E=-2895, E-F--2895 BOT CHORD B-N=2948, M-N=2495, L-M=2495, K-L=2495, J-K=2495, H-J=2948 WEBS C-N=-336, G-J=-336, E-L=-443, D-L-506, F-L=506, D-N=537, F-J-537 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 ezposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. y 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 L Q !_Y 1 1 .J. �v �5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO` Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1C Job Truss Truss Type Qty Ply Centex -Orlando/1928-B & Cf1sk/4-17-3 53906899 HID C Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page f 1-0-P 7-8-11 15-0-0 25-0-0 32-3-5 40-0-0 4,1-0 p r 1-0-0, 7-8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-0-0 Scale - 1:68. = = . 5.00 5x6 12 2x3 II 5x6 D E F 5x8 G - 5x8 c w 2 3 a- _ 4 w 8JZ H l Al tl `jIA tg 3x7 = N M L K 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: 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 TC 0.65 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >979 BCLL ` 0.0 Rep Stressincr YES WB 0.22 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-11-14 oc bracing: B-N. 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=-3300, C-D=-3028; F-G--3028, G-H=-3300, H-1=22, D-E=-2482, E-F=-2482 BOT CHORD B-N=2968, M-N-2314, L-M=2314, K-L=2314, J-K=2314, H-J=2968 WEBS C-N=-4051 G-J--405, E-L=-239, D-L-269, F-L-269;D-N=665, F-J=665 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;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 Ib 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 3 M t �) co .. N 4a n, CL lbustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 D Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 53906899 H1E C 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:33 2003 Page 1' 1-0-P 7-8-11 13-8-1 17-0-0 23-0-0 26-3-15 ; 32-3-5 , 40-0-0 4,1-0p r- 1-0-0 7-8-11 5-11-5 3-3-15 6-0-0 3-3-15 5-11-5. 7-8-11 1-0=0 Seale - 1:68. 5.00 12 5x6 = 5x6 = 5x8 E F 5x8 C D O .. 2x3 O 1 2x3 4 w B l J bA Ig 3x7 = - O N M L K - 30 3x6 = 3x8 = 500 = - 3x8 = 34 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 0.66 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >972 BCLL 0.0 Rep Stress Inca YES WB 0.34 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-6-4 oc bracing: B-0. WEBS 1 Row at midpt D-M, G-M REACTIONS (Ib/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=-154(load case 5) Max UpliftB=-333(load case 4), I--333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3311, C-D=-3025, D-E=-2145, F-G--2145, G-H--3025, H-I=-3311, I-J=22, E-F=-2166 BOT CHORD B-0=2961, N-0=2422, M-N=2422, L-M=2422, K-L=2422, I-K=2961 WEBS C-0=-379, D-0=590, G-K=590, H-K— 379, E-M=557, F-M=557, D-M=-633, G-M--633 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-98 per FBC2001; 11Omph;h=15ft; TCDL=6.Opsf; BCDLc6.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/TP1 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 k - ? { CQ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 E Job Truss Truss Type Oty Ply Centex-Orlando/l928-B & Cfjsk/4-17-3 53906899 H1 F COMMON 1 1 Job Reference (optional) Universal Forest Products; Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 0 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page f 1-0-p 7-8-11 13-8-1 19-0-0 121-0-0, 26-3-15 32-3-5 40-0-0 1-0-0 7-8-11 5-11-5 5-3-15 2-0-0 5-3-15 5-11-5 7-8-11 1-0-0 Scale . 1:68. 5.00 rl2 5x6— 5x6= E F TA 5x8 5x8 D C' 20 \\ 1 _ - 2x3 C w W2 W2 3 -'.. H m 4 VJ . A 6 I 3 . 14 o 3x7 = 0 N M L K 3x7 - 3x6 = U8 = 502 = 3xB = 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 0.67 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >966 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL), 0.15 '1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No:2 BOT CHORD Rigid ceiling directly applied or 8-1-7 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 B=1.70(load case 4) Max UpliftB=-352(load case 4), 6-352(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3307, C-D=-3025, D-E=-2115, F-G=-2115, G-H=-3025, H-1=-3307, 1-J=22, E-F=-1965 BOT CHORD B-0=2956, N-0=2434, M-N=2434, L-M=2434, K-L=2434, I-K=2956 WEBS C-0=-363, D-0=577, G-K=577, H-K=-363, E-M=579, F-M=579, D-M--726, G-M--726 NOTES (5) 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 tight 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 o r o � GV Lu qc rv7 Q- N cc _--A----A. ' l.U$IU(T1UL VW; I I U'+U LiUSlU111C1 I1411M. L/GIV I V—A 17V1V1G.7 Vf7L.HI4LJV %311up Imu. JJ.7VVUU'7 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HTF i G Job Truss Truss W_ Qty Ply Centex-Orlando/1928-B & C/j.%k/4-17-3 53906899 T1 COMMON 17 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page i 1-0-0 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40-0-0 4,1-op 1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-57-8-11 1-0-0 - Scale . 1 Z7. - - 5x6 = 5.00 V2 E D F 2x3\\ -.. 2x3. - 9.,. - c .. W W2 w2 w - 6: H �A id 3x7 - 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 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Verf(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 H-J >960 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.15' H n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 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 5) Max UpliftB--360(load case 4), H=-360(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-13=22, B-C=-3306, C-D--3026, D-E=-2113, E-F--2113, F-G--3026, G-H=-3306, H-1=22 BOT CHORD B-N=2955, M-N=2436, L-M=2436, K-L=2436, J-K=2436, H-J=2955 WEBS C-N--360, D-N=574, D-L--737, E-L=1164, F-L=-7371 F-J=574, G-J=-360 NOTES . (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;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 f ' i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 ,B & C RF Date Req:04/24/2003 Draw No:53906899T1 Truss Truss Type Qty I Ply I Centex-Orlando/1928-B & C[IskJ4-17-3 • Job 53906899 CJ2 JACK 2 1 1 Job Reference (optional) st Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 o A Scale - 1-10-3 1-11-11 — 1-10-3 0-1-8 LOADING (psf) SPACING 2-0-0 CSl DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - I n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11-11 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) B-155/0-8-0, E=19/Mechanical, C-44/Mechanical Max Horz B=47(load case 5) Max UpliftB=-67(load case 4), C=-44(load case 5) FORCES (lb) - First Load Case Only . TOP CHORD A-B-22, B-C--30, C-D=-4 BOT CHORD B-E=O 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 67 lb uplift at joint B and 44 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for . conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard - N � [Y t C 7 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ2 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Crsk/4-17-3 53906899 GE2 COMMON 1 t Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1 -1-0-0 10-4-0 20-8-0 21-8-0 1-0-0 10-4-0 10-4-0 1-0-0 - Scale - 1:36. 3x6 = - 2011 G 2x3 II F H 20 11 2x3 11 20 11 2x3 11 T T - 2x3 11 2x3 II ST3 T K C T T T iT 6 L: M jd _ 3x5 = - v U I U U- .3x5 = - - 20 11 2x3 11 2x3 11 3x6 = 2x3 11 20 11 2x3 11 2x . 11 - - - 7-4-0 20 8 0 7-4-0 13-4-0 Plate Offsets X Y : G:0-3-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.08 V >999 TL20 245/193 TCDL 10.0 Lumber Increase ,1.25 BC 0.37 Vert(TL) -0.12 V >680 BCLL : 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 L n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 96 Ib 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. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=364/0-8-0, L=228/13-4-0, S=-280/13-4-0, T=638/13-4-0, Q=113/13-4-0, P=177/13-4.-0, 0=123/13-4-0, N=253/13-4-0 Max Horz B=1 00(load case 4) Max UpliftB=-123(load case 4), L=-71(load case 5), S=-285(load case 6), T=-224(load case 4), P=-70(load case 5), 0=-47(load case 5), N=-79(load case 5) Max Grav B=364(load case 1), L-228(load case 1), S-124(load case 4), T=639(load case 6), Q=124(load case 7), P=177(load case 1), . 0=123(load case 7), N-254(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--185, C-D=-125, D-E--100, E-F--184, F-G--117, G-H=-134, H-I=-145, 1-J=-142, J-K--151, K-L=-159, L-M=21 BOT CHORD B-V-111, U-V-111, T-U=111, S-T=111, R-S=111, Q-R-111, P-Q=111, O-P=111,N-0=111, L-N=111 WEBS F-S=53, E-T=-338, D-U=-45, C-V- 51, H-Q=-91, I-P--130, J-0=-97, K-N=-180 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) Truss designed for wind loads in the plane of the truss only: 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B, 71 lb uplift at joint L, 285 lb uplift at joint S, 224 lb uplift at joint T, 70 lb uplift at joint P, 47 lb uplift at joint 0 and 79 lb uplift at joint N. 6) Truss shall be fabricated per ANSI/fPI 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 into 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 �y �a Cr. t n i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE2 Job Truss Truss Type. Qty Ply Centex-Orlando/1928-13 & Cfl'sk/4-17-3` 53906899 T2 '�-y F 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1 -1-0-0, 7-2-13 10-4-0 13-5-3 19-10-8 1-0-0 7-2-13 3-1-3 3-1-3 6-5-5 Scale - 1:34. 5x4 D 2x5 2x5 C All F 6 Ib 3x6 II 3x6 II O - 600 = 5x7 = 10-4-0 19-4-0 1Q-10 8 10-4-0 9-0-0 0-6-8 Plate Offsets X Y : B:0-0-2 0-5-13 F:0-2-6,0-0-9 F:0-6-14 0-2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.13 B-G >999 BCLL " ' 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-0 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X.6 SYP No.2 REACTIONS (lb/size) B=851/0-8-0, F=766/0-8-0 Max Horz B=111(load case 4) Max UpliftB=-215(load case 4), F=-137(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-1362, C-D=-1054, D-E=-1049, E-Fa-1308 BOT CHORD B-G=1179, F-G=1107 WEBS C-G=-352, D-G=677, E-G=-255 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDLa6.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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint.B and 137 lb uplift at joint F. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F. 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 i a wrn Q- Q f Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T2 i r-- Job Truss Truss yType Qty Ply Centex-Orlando/1928-B & C/j.$k/4-17-3 53906899 CJ3 JAC�' '' 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Paqe 1 Scale . 1:7.1 A �3X4 _ 2-10-3 2-10-3 2i11-11 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A >999 BCLL 0:0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 1 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=57/Mechanical, 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-B=22, B-C=-43 - BOT CHORD B-D=0 NOTES (3) 1) 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. 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 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: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ3 Job Truss Truss Type Oty Ply Centex-Orlando/1928-B & CfIIFk/4-17-3 53906899 GE3 1 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page f -1-0=0 4-8-0 9-4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale - 1:18. 3x4 D 2x3 11 2x3 11 E C 6.00 12 - ST1 STt T1 T1 B F B, Ig 12x3 II H 2x3 11 - 3x4 = - 3x4 = 2-0-0 6-1-8 9-4-0 - r 2-0-0 4-1-8 3-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 F-H >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 240 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=443/2-0-0, F=417/3-2-8 Max Horz B=-55(load case 5) Max UpliftB--137(load case 4), Fm-121(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-562, C-D=-452, D-E=-448, E-F=-553, F-G-21 . BOT CHORD B-1=462, H-1=462, F-H=462 WEBS C-1=72, E-H=52 NOTES (6) 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;Lumber DOL-1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 cc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint B and 121 lb uplift at joint F. 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 O N 03 . (.� 1�r3 N :O Q a' +Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 ' Job truss 53906899 EJ4 i NC 27215, Jeff Kerr uty riy Centex-urianoon azts-ts n uiisy4-t r-:j 8 1 Job Reference (optional) 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:36 20 Scale -1 3x4 — 3-10-8 4 0 P 3-10-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 A >762 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 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=93/Mechanical, B-239/0-8-0, D=36/Mechanical Max Horz B=82(load case 5) . Max UpliftC--74(load case 5), B=-73(load case 4) FORCES (lb) - First Load Case Only - TOP CHORD A-13=22, B-C-30 BOT CHORD B-D=O i NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; 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 74 lb uplift at joint C and 73 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i ` M CQ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cfl&V4-17-3 53906899 EJ4A JACK Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 1' 4-0-0 4-0-0 Scale . 1:9. 5.00 12 T1 A B1 C &4 - 3-10-8 4-9-P 3-10-9 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 A-C >999 BCLL 0:0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B ` n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 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) A-144/0-8-0, B=108/Mechanical, C=36/Mechanical Max HorzA-75(load case 5) Max UpliftA=-20(load case 5), B=-76(load case 5) FORCES (lb) First Load Case Only TOP CHORD A-13=36 BOT CHORD A-C=O NOTES (3) 1) Wind: ASCE 7=98 per FBC2001; 11 Omph; h=1511; 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 20 lb uplift at joint A and 76 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11 U45 Customer Name: (:tN I tx 1'1UMt5 UNLANUU bnop NO: oittuo UU Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A Job Truss Truss Type Oty Ply Centex-Orlando/1928-13 & CfjsW4-17-3 ` 53906899 HJ4 ENDJACK TRUSS 1 1 Job Reference o tional Universal Forest Products, lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 1 -1-5-0 5-7-2 1-5-0 5-7-2 C Scale - 1: 1. 3.54 F12. . T1 a E 81 D 3x4 = 5-7-2 5-7-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.07 B-D >897 TL20 245/193 TCDL 10.0Lumber Increase 1.25 BC 0.43 Vert(TL) 0.12 A >177 BCLL 0.0 Rep Stress Incr 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:. 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 1.0-0-0 oc bracing. REACTIONS (lb/size) B=212/0-11-5, D=202/Mechanical, C=-17/Mechanical Max Horz B=73(load case 2) Max UpliftB=-166(load case 2), D=-62(load case 3), C=-90(load case 2) Max Grav B=212(load case 1), D=202(load case 1), C=81.(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-E=18, B-E=18, B-C--5 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE7-98 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint B, 62 lb uplift at joint, D and 90 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing 'required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (p►f) Vert: A-E=-60.0 Trapezoidal Loads (plf) Vert: B--6.8-to-D=-113.1 r� 1 .L3 p (� ry C" is „ M j Customer No: 11045 Customer Name: CENTEX HOMES OHLANuO Shop No: 53UMS99 I Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ4 Job Truss Truss Type , Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 CJ5 JACK 4 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, a err 5.000 s Feb 20 2003 MITek Industries; Inc. Tue Apr 22 16:26:37 2003 Page 1 -1-0-0 4-11-11 1-0-0 4-11-11 Cale - 1:11.1 1 5.00 F12 T1 B1 D 3x4 = 4-10-3 4 1 i11 4-10-3 0-1-8 . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (lb/size) C=126/Mechanical, B=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-13=22, B-C=41 BOT CHORD B-D=O NOTES (3) 1) 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B; 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinance's. 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 7 � p L Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B• & C RF Date Req:04/24/2003 Draw No:53906899CJ5 Job Tru: 53906899 EJ7 Universal Forest Pr 3 -1-0-0 Truss 11pe JACK ton, NC 27215, Qty Ply rbJ0 tex-Orlando/1928-B & Cf1s�k/4-17-3 14 1 Centex-Orlando/1 0 tional s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1 7-0-0 Scale - 1:15. U4 = - 6-10-8 7 0 0 6-10-8 0-1-8 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) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A >93 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 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; 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. 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 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. t LOAD CASE(S) Standard - P78P! 0 Customer No:-11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ7 Job Truss Truss Type Qty Ply Centex- Orlando/1928-B & Cls,/4-17-3 53906899 HJ7 ENDJACK TRUSS 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 272T5, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1' -1-5-0 5-8 7 9-10-1 , 1-5-0 5-8-7 4-1-10 Scale-1:18.0 3.54 F12 3x4 a c 1 W2 w1 8 H . 61 a F E 2x3 11 2x3 3x4 = 5-8-7 9-10-1 5-8-7 4-1-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 40 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. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=428/0-11-5, E— 403/Mechanical, D=222/Mechanical Max Horz B-163(load case 4) Max UpliftB=-194(load case 2), E=-36(load case 3), D=-148(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-H=18, B-H-18, B-C=-842, C-D-46 BOT CHORD B-G=781, F-G=781, E-F=0 WEBS C-G=169, C-F--857 NOTES, (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint B, 36 lb uplift at joint E and 148 lb uplift at joint D. 3) Truss shall be fabricated per ANSIrrPI 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-H=-60.0 Trapezoidal Loads (plf) Vert: B=-1.7-to-E=49.5, H=-0.0-to-D=-148.5 � ►p n:: N fiVlii t� CV W Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7 40-0-0 III ll U ) cl) — — — — — — — — — — — — C1 C 3 ti r` r` r` ti r` ti ti ti ti ti r` r` ►� C 5 w w w w w w w w w w w w w w H1 H1A H1B H1C H1D WE H1F T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T'1 T1 T'1 T1 T1 BH1 --- Q —' w w w w w w w w w T2 GE3 19-4-0 2-0-0 5-4-0 13-4-0 40-0-0 — cl _ 0 CUSTOMER NAME: wZ m Z CENTEX HOMES ORLANDO DIV THIS °� EGL.�TMAND SPNo 2� UNIVERSAL TOBEIF) o Z o m m ;< USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNIVERSAL / SHOFFNER L.L.C. H A DRAWING TECHNICALMUST E USED IN CONJUNCTION PROJECT: A/ Q 4 ,Qp / 92S EL EV/ TION B C ROOF A T 1 CJ(, PPLIED BY SHOFFENER INDUSTRINC�.WAND -BRACING DATE: 4-16-03 QUALITY PRODUCTS FOR QUALITY BUILDERS WOOD TRUSSES: COMMENTARY AND RECOMMENDA- IS" PLATE ON,TE SCALE: N.T.S. FOR INSPUBLISHED Y STANDARDS IN ERECTING TRUSSES. (TPI) IS LOCATED AT 583 D'ONOFRIO DR. REVISION: DATE: SUITE 833 MADISON, WI 53719 (UIT) 200 MA IS REVISION: 9BY-. DATE: UNIVERSAL FOREST PRODUCTS SHOFFNER,LLC. aa� 00000a o0000 5631 S. NC 62 PHONE (800) 476-9356 BURLINGTON, NC 27215 FAX (336) 225-9403 M 0 N 0 3 p 76.1 urz srlttl ran 16• woc 000ti � URUCTv C ADAal6IVE ULGWY 1 82 11/00 - 61ww OTY (1) WAS (2) FOR TRACK BOLT OPtl•0 �Su3C OUSSAM ABIC ►- A / (Ecc A-6� HOAILONTN, TRACK SUPPORT % 1 10 G IeR ENO mLCS ATTACNCO TO ODOR DOOR WSTALW (TO Slt() I SKIN wYoa-L-WG dYSRW (TOP, aoTTow a aWmi%} D mv b' 10G OALV. !T[G MO 6RAptR. . I (E3aS/I Cbhp. w0 O w SCRCws. LISTED T.n=N II AVNIABLc AS /N OP1bN 4; D Ln •- M D M I STCCL 433i - � I wX. nueN TwcNwll ,oa• W ! T "(TH $OOCS) ® (4) TR3A-1c/2e•AACNCOA ►CA a"T ..I POINT xxwe IPKIf eRACNCT. • d REPORT#9606C L DOULLL NOp3orrK C. o;..; z .. 7' . 20 u u-GARS _I •: ';� . U-BUIe IN A 3-I-3-I �,Qy', wu`nmu OTK1N .wJ4C... i PATT[IIN I,G TWO U-Mlq OTIO-1 OHS U-SAn7 ON mw � SCCnON, OTC.) llhl/!• SN[LT AICTK 6CROY6 � y WeA pPl�wy KMS r WAX. Om VACT4 A OPtIOwLL OUi50t 14�SD IOCN POSITION p 0 WRIN r1 NATION I ♦•.7 •' 34! T SCACWS. . yNC1e Nnl[ 1, I .) W 1. DOOR! UP f0 7'-O' HICN COMM D/ Sl) iCCIbMf (SNOwN . IIIONT 1PANe 'ARM U.V. wA9gt RCPna�. W SCRCW! YAY SC COU:I'MM DOORS OVER 7'-0' NIGH CONSIST 0/ (!) SC ONE (NOT MN). COATWO ON CUTS" WAFACC (our NOT MOLA ED) TO PR7AOC A SUNW 1101AKnMO STOP YOUIDWD BY DOOR MSW1L1 (TO SUIT) 9Uwgr- NOPI2OHTAL PRAM DO NOT TROWCA LOAD. L6 re"OM Ptl.c JAIAe 30 G WN. OALV, iTCl D10 SM 8 - 1• THICK / }se aAas OR p�L �y 30 G OALV, :Tea will. en c L 7 V I NOIDCO WSIOCJ I/e Llii Srlm-tea - Iyy G OKV S}LCl TMCK BMCIAUS fASTU.m 1'0 Woao J4.B� 27 OA. wtl. STCA 111i-RRwNiA /6.0/r PAN ME,10 SCRLW Wml Om 3/ir.l.6/S' UO seRCY 01 SNIII CGRO WINO -AO Nw. (10 sCMW4 PEA UTC) l .. 11 V CRS (C• SO MR iMLJf MAC7 CT, GL.011IIN0, OANCO-ON PRWU, ) CR 11 CFl1TERS (3.000 /SI YIN. CONCRRh OP "STEw. 0, RWNO PVSMX AHO A BAKCO-ON POLYCS1Ul slop AATCH OXOAOt$ PS WN. ONCRF7Q wAL1Og1 WCWOlD Wi�Ew3 (1.OD0 TOP L'OAT APMICO TO SO. A (OHC PN ROLiCA) ` Tj, pALTyO, NTf{L [ C NAQC $all 0/ MCL SKIN. II G. OAty, ITC. .1 ON70 VERnCAI iRKW. yF WCMORS, i' 0.0. INN. WSNC0. REOUIRtD 7• eAty. STTCL YMCN FASTLNFD r0v. H WU1/CeS. YeTd.t S+i✓ WCH ON wTX TAPWIS. NiCNOns 4AY eE COUHTCRSUNK GVSTCSTMOi BAACKL740 R�) LSMtiS /L IMFa�,SIOC 0/ DOOR. (qUT ^OiKOUIPFD)OS Y AL SC ))11.5/0' LItR YCT UOLWTINO SIWAOt. 17- CHT. UII.BB DO HOT Wn11 ONL 1/.'SS/eaLT t NUT ♦ T � P01 C710 IINOL SNIP LAP JOINTS• SCRCWS, TPAKSPp LOAD. 011 T•o 1/•' OK WYM CUTS= KCYCO MAMOLL ENO T• STEP, IO SALL SIM ROLLER la G "V. STC0. / ENO S= � 'S"HOL EACH/ �•�n •n tn.TYfN WAN WGRLMUD. P.C. (No/ASTCN(D •.nnN IA=aa RY nTNrrn See•nbl (S .C. 044446 KOIRN ropju PCAROWN P.C. JZW2 w1 ,W,,,��jjµ C.RS• WSIOC WN011 7' TALL u-BAR t (q 7A'AS .- fEV n n u GOa IN DESIGN LOA05: +2a.0 PSP dt -24.8 PSF 10 G OALV. STCCL TAPPVNI V-1411'S. �° ^" TRACT( OH THE OCAON Or THC SUPPORTING STRUCTUAAL 0.0AM7! dr A4N. rtBD, SiwC210M: So KSI OUTSIDE FACN sec 1LY 4E The PtsPcwsmurTY' aE TIC PRar[lslowt of TEST LARDS: +J8,0 PSP k -57.0 PSF MHvOu OF OOM RECORO FOR THC BUILOM OR TMQCTURC MO INACCARWWCC 0 1-I 7' I-• J' TALL . 10 G CALV. S1C0. u+6•N5 CMO sUDC BOLT WITH CURRENT &ADP.O OODt7 m TKC LOADS USTED ON awaR. PR...m As YAIf W A 1-1-3-I PATT[IIN (1.4 TWo v.BAAs mlt LOCK 04,40 Tlls OPAwWc, wI SIN A &M iul (oP� PART NO.: - L (y ^ 7/e' r� ON B01TOY SCDTOM, ON U-aw 0X MEXT INTO YERMAL /'1 ucacN fTc. EAOM u-aw ATTACHCD TRACK CHIC "TV % UAIW$ Slave oln.nn• !II Tlanul SL StAl 10 1- vnrX tJi.1�i s[V TAPING scx[ws OCx oN caner a/P Y•^^a'^' CinCinn6tl OH 15202 Pu a LODATiat T,a soE r rAorA, w. ac"'"PRaoueTs cD. TOLERANCES .,. ID A Td. Xo. I-113-�TOt-r6Do p a DOOR. W ewetn.• 1rr.In w R.r nK suw""S OwA"L Eu No. I -STY e2-3SI3 A: 0J IMT10, A -A (Sine Y NI nW. nN.PN, .INA•u4d � �inr aolr / Il, „H,,,,,,,,,L r,u,,. u .00 #,O)S DESCRIPTION: MODEL 8R5T W4 18-0 0. 8-0: 2a/••2a,5 DESIGN LOAD' d 17 u cALV. STLa DOTTON 6MCKCT. l WYWy a «R«.. «• 0000 . #.001 DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS DWG. ATTACH CD Wlnl (1) 11 NS/6' SHCLT UCTAL SCACwS. /A I�: �. Wr • W 'O��' D•gn•0. . t I/1� R T&UWmUw emum. �� / 1. CHECKED 8Y: MWW OATS: a/ib/00 SHEET t OF I SIZE LJ Y MM witATAIAST". i T11Ir0 Mgl• a - UnW SWIM Oln•Mu O- / Prol"00. OWCHSIW AM IN W-4a, OWG, NO.; 102138 REV, NO. t c\j 4 3 ,. , . co 0 I a.. a: a Thermo-Tru In -Swing Door Wood rOmiIs System MAXIMUM OVERAIF NQMfNA1 S17 Single up to 54 X SO w/.o Sidii0ls Double up to 8'4 x S'O w1wo sidulites USABt F CONFIGURATIONS: X, Ox. X0, OX0, V. OXXO mqERAL DESCRIPTION., The head and side jambs are ringeticint pine measuring a min. 4-9116* with a rabbeted stop. 3/16 TAPCON TYPE A1W4GHOR DRYWALL MASONRY L*A I A 2 FWMNG--,, Ix SUCK 8 X 2-1/2* PF" WS Vilza EVYWALL f/2 tUCK IfITERIOR -I . 2 FIRRING ,DESIgN PRESSURE RATING Single Positive. 67.0 PSF Negative 67.0 FISF Single with Sidaikes Positive 60.0 PSF Negative 60.0 PSF Double w/.o S;delites Positive 47.0 PSF Negative 47.0 PSF MAX 18- D.C. 3176- TAPCON ME ANCHOR ELCO TAPCON OF' EQUAL 1/2- DRYWALL I . 2 FIRRING yy MASONRY LINT(L IX 3/16- TA -CON (S.. _I. 2) TO, tEnU-- 8_SuCx 112- DRYWALL ix aurg INTERIOR I . 2 FIRR IN ' 3 (235 I.S. SHEAR RATING) TAPCON (50. note 2) x PEN WS 4. MOR 3/16- TAPCON J" MAX. TYPE ANCWA 1/4 MIN. SHIM SPACE A -A SHOO SPACE A A cut 7. This system has been QVCIUGtod for use in locations rdhoring to the Florida Building Code OERTIGL SIDE 9 and where pressure requirements as determined by ASCE 7 Minimum Design Lood3 for Buildings and Other Structures do not exceed the design pressure ratings listed herein, 2. For installations where the sub -buck is less than 1-112* (F19C section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4,4.2) Tcpc*n type concrete anchors must be used and the length must be such that a minimum 1-1/4o *ngcg4nent of the Topcon into the masonry wall is obtained. 813.684.3631 DATF_- 4/3/02 SCALE: N.T.S. DWI M W.LF CHK. SY: K.W. DRAWING NO.: T-02201 SHEET I OF I MQOEL DESIGNATION: Thermo —Iry Out —Swing Ooor Woof Fromes System 3' kIAX 18 O�4. 0-,F'IGN PRFSSUR ATING: PV•'I' I r ALL NOMINAL SIZE: Single up to 5'4 x 8'0 w/wo aidel'tsa Single Positive 67.0 PSF Negative 67.0 PiF Double up to 8'4 x 8'0 w/wo a;d.titu Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF uGRLF CONFlG�IRATION1 X, 0%, X0, OXO, XX, OXXO Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF QEN, RAL OESCRIPTION: The head and side iambs are Ongerjoint pine measuring a min. 4-9/16' with a 1/2• robbeted atop. I TT a TEL VASONRY LINTEL � m�' � � 1 x 2 RARING H r1,5•� i,• DRYWALL 3116' TAPCON TYPE ANCHOR TEMO tNTFRK _ wW x<a 3Vi NN . 8' x. — 2 1/21.75' 2� 1 PFH INS w r .. HEAD JAMB h 1 , 1 1,,- WN, EMS. '�i• .�. CC'' 1.15' NW. J t EMS. ti _ .25 MAX. k h% '• SHUN SPACE '`1i 1 1 IS A� j8 x 2-1/2" PFH WS ., MASONRY LW 3/16' TAPCON I x J f1RRING TYPE ANCHOR J-MAX 18' G.Q. 7. 01 rYALL • . . 'y..•�,� ' ,. 1_ JTYPE S Ah HOR �n ix BUC< ' 1' ' • 25' MAX. ';� ,.;� •.:. '•' "•. ' • , .: EXTEMOR SHIM SPACE 2.25' ---tl = &Tr.B103 + N y''• 3/ 16 • TAPCON ' H TYPE ANCHOR U HEAD JAMB SUB —BUCK CONCRETE MASONRY BLOCK MAX. .15• 511111 SPACE 1� .25' Mu'. LIM •� maLC** 'o • 3/16' TAPCON f'=IOR J TYPE ANCHOR ELCQ TAPCON OR EQUAL J/16• TAPCON ` .t '.. (2J5 LB. SHEAR FATING) TYPE ANCHOR N nl t-,El '��•" - ,15' MIN. C—SINK I xL FiRRING .I r^ " • � VERTICAL SIDE JAMB \-IX SUCK ,{ 1X SUB —BUCK Ttw�- u�1 x 2 FlRRING fig: 1. This system has been evaluated for use in loco -bons odhering to the Florida Building Code ,1Mand where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings C—SIN ILLTO and Other Structures do not exceed the design pressure ratings listed herein. i i$ F rT VERTICAL SIDE JAMB TO 2X SU8—BUCK 2. For installations where the sub —buck is less than 1-1/2' (FSC section 1707.4.4 Anchorage Methods and sub —sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' engagement of the 7opcon into the masonry roll is oDtoinod. J. When using o IX sub —buck a 6-9/16' jamb is required to allow for min. edge spacing for Topcon type anchors. fr T M 1 ' .. � �• . r �Fi T 513.684.3831 DATE: 4/3/02 SCALE: N.T.S. DWG. BY: WLN. CHK. BY: R.W, 94CU I or jlj�E(1 ESIGNa770N: Therma-Tru In -Swing / Oct -Swing Door Wood Frames System Of cIGN PRESSURE RATING: .,MAXIMUM OVERALL NOMINAL SIZ Single up to 54 x WO +:/wo sidelites Single Positive 67.0 PSF Negative 67.0 PSF Double up to 8'4 x 8'0 v./wo sidelites Single with Sidelites Positive 50.0 PSF Negative 60.0 PSF ' P.SABLE CONFIGURATIONS: X. OX. XO. OXO, XX, OXXO Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF .� GENERAL DESCRIPTION: The hood -and side jambe nre Fingerjoint pins measuring a min. 4-9/1c' with a 1/1' rabbeted stop. DOUBLE 2X t HEADER /6 r 2-1/2' PFN WS .13' W N. C-SINK SHfATNINa V 23' WIY. Siau SPACE VVtTrLL SIDE .tole -. 0 o 1.I3' r E4B. t I _ -i O 6.1 ,.aCL zo' DOUBLE D00R 8.0' 1 1 b L14. TYP.] ltQIE: This system has been evolucted for use in locations adhering to the Florida Building Code and where pressure requirement) as determined by ASCE 7 Minimum Design Loods for Buildi.igs and Other Structures do not exceed the design pressure ratings listed herein. $13.684.3831 OATS: 4/3/02 SCALE: N.T.S. 0W0. BY: W.LN. CNK. BY: R.W. DRAWING NO.: T-02202 s+tn 1 or 1 7HERMA oTRU® "SER CLASSH7'1'SMOOTH STAR' PSWWO"SW40 SAND DOUBLE WI& Wit7UTsIDELriEs. INSULATED F18EAalASS DOOR WITH WC)OD FRAMES. GENERAL NOTES FI,THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA ILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DARE COUNTY. 6. M1AM1-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE RFOUIRED FOR SIDELTES ONLY. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Door & Sidelite Leof Construction: Face sheets: Fiberglass avg. min. yield strength Fy(min.)=6.000 psi SmoothStor - 0.070" minimum skin thickness FiberClossic - 0.110` minimum skin thickness Core design: Polyurethane foam core. withl.9 lbs. density by BASF. r 91i The ppor�el skin is constructed from o 0.070" thk. sheet mo ng compound (SMCJ. The inferior cavity is filled with 1.9 lbs. density BASF polyurethane foam. The pone) face sheets are glued to the woad stiles and falls. ThS LVL latch siik s nanlorced with o wood lock block measuring 2.375 x 14.0 long at the strike and deodboh location. The hinge stile is Finger Jointed Pine and the top and bottom roll are of a wood composite material. In the doubIe door applicatioA the inoclin door is fitted with an extruded aluminum astragal (Wind timber 0) of 6D63-T6 alloy. n The frome is constructed from jointed pine. The o er Is Pane o the side jambs with (3) 169a. 1/*crown x 2 long stople of each side. The mu%ions are secured together in a sidefite opp4calion using /8 x 2' Jong PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75' x 1.548'. I I Glazing: The sidelde panels are sandwich glazed us1 ngg o two piece p rome. They ore dry glazed on the exterior wAh an I/8 thk. cellular gqlozing fope (Stiltg-II cape) d( caulked with silicone. The lite frames ore held together wits a /6 x 1 /2 long Plascrew. TABLE OF CONTENTS DESCRIPTION TYPICAL ELEVATIONS & GENERAL NOTES VERTICAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS t HORIZONTAL CROSS SECTIONS & NOTES ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS & GLAZING DETAILS UNIT COMPONENTS BILL OF MATERIALS & UNIT COMPONENTS 37.5" MAX. OVERALL WIDTH 36" MAX. PANEL WIDTH x � � ca w = X x w w x a 4 O J Cr O � 9O I 4 0 O X ¢ Q N 00 E I Na;L SINGLE INSWING UNR 1 74.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH --{ W ASTRAGAL I F- 17 x ca w x w w J 0 X .J� DESIGN PRESSURE RATING UNIT TYPE WHERE WATER INFILTRATION RE UIREMENT IS NOT NEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF WITH SIDEUTES + 55.0 PSF - 55.0 PSF 10MAX. OVERALL hKAMt rvlum " 36.6.625" MAX. 15.5" MAX. W/ASTRAGAL UJ PANEL WIDTH FRAME WIDTH O EE , 73.75 MAX. p co WIDTH O CO 7.125" MAX. Q O D.L.O. WIDTH -1 LL U-) ErOHO Q00 W Q- QJ °JZ z � xz O 1W. \InJ ¢Z U00J in m W ¢ DOUBLE W/SIDEUTES INSWING UNIT L; J a ALL MODELS 68.5' MAX. OVERALL WIDTH ARE VIEWED f1� v �• o hx I 3b" MAX. 15.5" MAX. w o � t FROM INTERIOR I r PANEL WIDTH FRAME WIDTH �Im ¢3 aa:t'3� 13.75" MAX. ® ® WIDTH }m 7.125` MAX. = D.L.O. WIDTH Lu / x d J X w a 0 0 / / z �Y)/Y�eU1lDINC CONSULTANTS. IN, ®RMA YiDs`LYa�1shOY.sl owc.er: N.T.S. TJF cHx. BY: RW I��ITF '�' �R- N t ~NG NO.: S-2151 1 of I Ld O Go EXTERIOR 1.68" MIN. PANEL THK. 1 VFR71CAI CROSS K= DOOR PANEL z INTERIOR a i C6 . m Ln Gi 7 29 -o 42 O V) 0 0'a 3 33 34 0 e. 0 -. SEE NOTE X .,.6 5 SHT. 4 41 w Z- S E ,NOTE4 I S ej z .5' MIN. GLASS THK. -i EXTERI O INTERIO 0 ci 25 0 c� FOAM CASKET & ao SIUCONE CAP BEAD 9-.0 1.68 MIN. -1\1 PAN THK. 2 42 3 SEE NOTE r.6 14 5 SHT. 4 Lo Uj M 29 N BUILDING tONSULT-- INC 13.W.38-31 WL. 08/10/01 5CPAX: 112 T; DW66 BY; TJH cm BY: RW �11)1�1111 PAN JR,141 1 "0! S-2151 2 Lot 1 24 X7 RIOR LLJ SEE NOTE 2 B 7 SHT. 4 Q OD 27 6 000 a N— INACTIVE AC71VE Z r^j In 0 LJco — o a �co 2Y 3 30 Ui eUi Z ASTRAGAL RETAINER 31 1 mj z — a BOLT B.0" LG. TOP o & BOTTOM (2) BOLTS INTERIOR 22 z xz AT TOP & (2) AT BOTTOM SEE NOTE 6 3 J z o 18 SHT. 4 FOAM GASKET & U ov z W T HORIZONTAL CROSS SECTION 43 SILICONE CAP BEAD m Nv+ 3 0A57RAGAL SEE NOTE 5 SHT. 4 34 p— U a� my =p 1 43 7 B 10 Z ym 1.15' MIN. EXTERIOR L o EMS. v.: — EXTERIOR Y5' MAX. SHIM — —:: a .. o o— o p.' p .. N 15" MIN. FOAM GASKET & m C—SINK SILICONE CAP BEAD n o •�' o.• e'. Z 4 ° SEE NOTE 43 5 SHT. 4 34 R jNTE lOR Y z Y 36 V v? g c 33 25 z 4 `mw 41 U ° 1 6 w 26 9 10 29 ° z SEE NOTE 1 o w —41 SHT. 4 ^Q 13 SEE NOTE 7 4 m Q O SHT. 2 H RI NTAL CROSS SECTION p �° p .. o . Q. 7 3 ® HINGE JAMB TO SIDEUTE ^ z �eviLaNc .. r7 ° D SYS Z F CONSULTANTS. INC cn 813.684.3831 36 29 1 w 41 * D �i� CE i:,lAl �� + , � 7 J 'c wTe DBE, D 01 scur:l/2� 1 aSE NOTE 1(j'�y��1I ll .'1J1lLl INTERIOR 16 35 SHT 4 � lU 1l' 1 v�lJ� ILJ L' t111/L 1 V G JL1L b ua. BY. RW 3 oBANNG No.: _�SF.CIIQY (l 5-2151 3 ® SIDELITE TO BUCK ----. _ _._ - ---- _, sN¢T 3 or 6 MIN i I f!ill I rm F4 J 73 3 21 31 .25" MAX. SHIM SPACE INEERIOR 1 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (UTE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5 16.5'. 27.57. 38.375. 49.375' do 60.375". HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1" PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 ". 3, 57, 18.25 40.5'. 59.25', 74.257, 76.25' do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA. x 112" CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16CA x 112' CROWN x 2.5" STAPLES A7 BOTH SIDE. 5. THE SIOELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (NS x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL. JAMB, FROM THE TOP DOWN AT 13.5", FROMTHEOUTSIDEECORNERSRE ARE 2OHEADER F THE FRAME MARE (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 USE ITEMCHING THE NO. 12 (1101NGE x 2 TO THE SCREW) AND THE BUCK WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (#10 x 1 3/4- SCREW). 2Y W two Za ^a 1.1J mill. EMBED. 15' MIN. C-SINK e *� � o INTERIC 2 �)SSC�.4N 4 HINGE JAMB TO BUCK, SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAD SEE NOTE 5 SHT. 4 "o. .: o . o. a C o.o.e z � i �� z= C U) ~ n V J 41 ez SEE NOTE 1 L SHT. 4 v \ INT RI R 3 HORI NTA�� ROts SECTION 4 ® STRIKE JAMB 70 SIDELITE 12 10 SEE NOTE 7 SHT. 4 .25' MAX. SHIM SPACE ZY pO x oinN: ? 0O g o� az Vas OF W�o o Ow ma3 2N �3 rV vv BUILDING jNSULTAMS. INC 813.584.3831 BY: I'1h BY: RW ING No S-2151 r 4 OF ! SEE NOTE 3 SHT. 4 SEE DETAIL "F" SHT. 6" 6' 6' 3" 3 3. 6' 6" 6' .3_ '{ 3 .3. 3 f-- 3" SEE DETAIL n SHT. 5 4 TYP. i SEE NOTE 4 SHT. 4 14 io vi SEE DETAIL_ 'G' SHT. 5 L'j 1 3ESHT..4E N 13 N N 3" --i 1-- �"i t " 3 3:--i F'- 3" t i --i F� 6" 6 --i rl 6" 6 e 3" 3 3_ 6" 6" 6" DOUBLE DOOR W/SIDELITES SINGLE ODOR MANUFACTuRERNANES MASTER' A 0.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 0c 13 o 13 10 10 DETAIL 'F' OFTAI 'H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL 'E" STRIKE PLATE nTO FRAME DETAIL "G" AT THE THRESHOLD SEE NOTE e 4 SHT. 4 �o CN OQ)O00 ao=� L' U-) � OLJ �O:2O t\ - VI/ BVIIDING >NSUITAXM. INC 813.584.3831 r. as/ 10 01 N.T.S. TJH C or. RW WNO NO.: S-2151 TT 5 or 8 CJ1.11V „1ll AI u ""' - SEE DETAIL 01— ( "F" SHT. 5 _ __._ 6" 3" p. 6 iC 6" 3" 6. 3" .� 3�" 3" 3" L J 6' 3" I I I I I I I I I 1 II I 13 1_ SEE NOTE — - 13 - TYP. 3 SHT. 4 SEE NOTE SEE NOTE ' v1 TYP. SEE DETAIL r� 3 SHT. 4 6 SHT. 4 — N "Fl SHT. 5 — q 13 "� CN : In SEE OETA1 J• "E" SHT. TYP. - 13 - .M. 14 II "K" TYP.-M• 14 TYP. - 3" --i t- 3" � 6"' 6" 3. 6" 6' 14 3" 3' TYP. TYR �- _ �- SEE DETAIL "G' "K 14 SEE NOTE 4 SHT. 4 SHT. 5 14 _ ;J" 6. Typ I lf TYP. 6. 3" �-i 6' 3' 6" DOUBLE DOOR SINGLE DOOR W/SIDEUTES I- 453" GLASS BITE EXTERIOR - v 25 1/8" TEMPERED GLASS o.. . . .25' AIR Q 0 SPACE O .. "0`0'0 0 Q Y z 1/8" TEMPERED INTERIOR GLASS 36 6 �o < 41 a SE NOTE 1 STEEL INTERCEPT SHT. 4 .25" SPACER .5" INSULATED GLASS W/ TCM LITE FRAME GLA7ING DETAIL .463 GLASS BITE 33 1 32 EXTERIOR 25 1/8" TEMPERED 40 GLASS Q 0' .25" AIR p 0 '0 : •. SPACE Q p Y z 1/8' TEMPERED g GLASS INTERIOR 36 z Y 41 N SEE NOTE v' z 6 1 SHT. 4 a .25" STEEL INTERCEPT SPACER 5' INSULATED GLASS W/ arc LITE FRAME GLAZING DETAIL 'M _ SEE NOTE 4 SHT. 4 V v `ly BUILDING CONSULTANTS. INC 813.684.3831 DATE' 06/ 10/01 SCALE N.T.S. DWG. BY: TJH CNN. BY: RW DRAWNG NO.: S-2151 SHM 6 of 8 a a SEE DETAIL U� 'G" SHT. 5 13 — L _SEE DETAIL SEE DETAIL TYP. In 5 'E" SHT 5 IN, SHT 5 I`T LUjli.lI P `%UV a .�--- 4.563' TP.063* E-- 1 ir) � 20 21 Iq 2 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 28 0 0 cv —I .097' 4 r 4 STEEL DOOR HINGF I u� a F -1.077'--{ to �1-I I tom-- 1.531- ---- 42 SIDEL ITF TOP do _BOTTOM RAIL FINGER JOINTED PONDEROSA PINE . �� .526" 1.232' 33 PLASTIC LIP LITE FRAME EXTRUDED BTS 141 9 1.61' --I T I �1 a L INSWING SIDELITE 15 BOTTOM BOOT 0.09' EXTRUDED VINYL WALL O lip ST tI F1 l�,aLiUE o in . n O) T— F---1.531' EC, TOP RAIL WOOD COMPOSITE O o0 1 Iq O1---- 1.531 " —►i FC BOTTOM RAIL WOOD COMPOSITE i F-- 1.531 1 r SS. AOTTOM RAIL i t WOOD COMPOSITE j-- 1.077" --�{ --{ �-- 1.531 clnn rrF Al ANK SI11F STII F FINGER JOINTED PONDEROSA PINE 1.264' m =} =i N ^' 0 O N 1.531'�� FC_ LATCH SIDE STILE COMPOSITE n }- .526' Ih--- 2.713.713" TCM (THFRµe-TRU'S _POLYPROPLENE)TRU'S�POL�ROP�NE) 34 PLASTIC LIP LITE FRAME EXTRUDED TCM 7— I--1.255' t i N O L =J- -1.531' EC, WOOD HINGE SIDE STILE 5.75" 1 LV 0 co R Lon 1YZ0, mOWo �O:DO w 0 d F---- 2.375' I 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE ✓L� T Oui-mc coNsv�T�rrts. N+c 813.664.3831 wm 06 10 01 Sane N.7.5 000. er: aK.6r: RW RW pRWNG NO.: S-2151 SHEET 7 OF 8 x I dam OFSCRIPTIONM r' I I SMOG HSTAR DOOR SKIN .070 MINWW Mk nBERGLASS It i18ERCUSSIC DOOR SKIN .110' MW. THAL FIBERO AM BY MEW-TRU with yield sUwqth F min -6.000 psi FIBERGLASS 2 FC TOP RAIL 1.531' x .94' THO W-TRU WOOD COMPOSfTE MOOD COMPOSITE 3 Fr- LAMN SRF -TRU, M000 COIFOW 1.531 x 1.209 MOOD COMPOSIfE 4 FC. HINGE SERE HERW-1RU, POIAEROSI PYIE 1.531 x 1.109 WOOD 5 FC, BOTTOM R41L 1.531' x 1.25' MU W-1RU M COMPOSITE M>1<7D 6 POLYURETHANE FOAM BASF, 1.9115s. DENS FOAM 7 SHORT REACH COMPR£SSKkI WEATHERSTRIP -TRU FOAM —r LONG REACH COMPRESSK)N WFATHERSTRF -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4 I. PFH WOOD SCREW Io Frmme STEEL 1 1 SS BOiRMI RIL 1511 r 91 11ER1N-TRU Wm OOIq�OE MWD COMP09fE 12 13 10 x 2 LG. PFH WOOD SCREW 8 x 2 7 2' LG. PFH WOOD SCREW STEEL STEEL 14 3 16 7APCON ANCHOR ELCO 2.0 MIN. LG. STEEL 15 SIDELITE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 1 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK SELF ADJUSfWG fISW SWE THRE5?W - ALUM. WOOD 20 x 1.25 HEADER 21 �-=Mo�Q?OSAPINE�WOQQ x 1. STRIK JAMB 4. x 1. 5 JLIMB O 23 KWIKSLT TITAN 700 SERIES DEADBOL7 - 24 ASTRAGAL WINDJAMBER It WR68T .052 WALL AlN 6063-T6 25 GLAZING 112 INSULATED TEMPERED GLASS GLASS 26 SS. HINGE STILE(THEW-TRU, PONDEROSI PIJE 1.183 x L I WOOD 27 18 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28. INSWING DOOR 80Ti0M SWEEP 29 8 COVE NC WOOD 30 31 FC WOOD LOCK BLOC( 2.375 x 1.515 PONOEROSI PWE SS UTCN SRLE iHERW-TRU, 111000 1.183 x 1.531 WOOD MD00 COMPRAiE 32 1 8 THK. CELLULAR GLAZING TAPE STIK-ll TAPE - 33 LASH UP LITE FRAME BTS, THERW-TRU BTS 34 35 PLASM LP LITE FRAME CM THERW-TRU 4.563 x 1.25 BLANK ,AMS -TRU PONDER054 PINE 36 SOEII�E SIDE Si1lE T1IBtM4-iRU 1.531 x .656 POIAEROSI PALE7 10 x 1 3 4 LG. PFH WC D SCREW 38 SS lOP RAl I531 x .94 ThERW-TRU V000 X 39 40 NOT USED SILICONE CAULK 41 8-10 x 1 1 2 PLASCREW FOR ITEM 3442 SCfUtE RIP d 90TTOW R04 -TRU 1531 r .6% POULADS1 MMQ 43 8 x 2 LC. PFH WOOD SCREW STEEL 1.531 w vL L 38 "? SS TOP RAIL WOOD COMPOSITE .592" " 11------ 1.531" O> N ,579 I 1.316' C) O o0 ��000 (L a: a: w rn n U�W� L_ w Lj O 00 t\ O 179 Cnuaaccannl wFATHERSTRIP W cLoN_ BY THERMA-TRU ZF- a O R CH )RE SIGN WEATH R IP CSS WOOD HINGE SIDE STI FLE FOAM CELL E W NYL JACKET FOAM ELL CORE W/VINYL JACKET 3" DRILL TRU FOR .357' DIA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER If WR68T STRIKE PLATE 1.316" 31 " 1.531 " ------ SS I ATCH ME STILE COMPOSITE a ASTRAGAL HAS .cor. (2) 8.0" IN BOLTS ® BOTTOM N&76 � (2) 8.0" BOLTS 070P 24 WINDJAMBER If WR68T ASTRAGAL (ALUMINUM 052" WALL TYP.) ---I' li. ASTRAGLy AL R AI O MATERIAL: C/Rl dYELLOWCHOI i1 ,.' 01- QI 3<- a w �n n m 0�� U Uds i O� m �3 t ED t in ' `' Yy BUt DING DNSUITANTS. INC 813.684.3831 m OB 10 01 km N.T.S. G. BY: TJH IL Err: RW ORM NO.: 5-2151 2T A OF 8 JON-21-2W2 O9-52 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 )une 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 (i.e., buck thickness less than 1 lb") does not influence the lateral resistance capacity of the concrete screw (Le. Tapcon). Therefore, buck thidrnesses less than 1 Yz" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16".concrete strew 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 'A" 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 'h'. Therefore, for Florida . Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 Vz— 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 •3UN-21-2002 09:52 MILESTONE WINDOWS 407 323 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 J. Amoruso, PE raMoruso.oe@Horidagxtruders 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 61G15-23,002, F.A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. Me: 2M2-L-M-R ;,-o09 2540 7®wett Lane, Sanford, FL 327Yt-1600 . `\\��111111111111/1Qz 0 Q jiFle �o F r 4 _ 5 Zfv 323-3300 • Fax (407) 322-3337 2 U S I Q J J �ZJ x C)73 Q0�5- 171 It PEI J (Y X N>-. t P4 N W 0 Z X � CO W z � o W \ P1 Rating z z Must have a minimum ctetrance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. I .J ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) (WI DOW HEIGHT) a CONCRETE OR MASONRY OPENING BY OTHERS D� CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS 1-1/4' MIN. c EMBEDMENT 1 INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REQ'D- I/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.H. 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.) GLASS (TYP.)(SEE NOTES) FLANGE TYPE WIN➢OW FRAME JAMB BETWEEN S �B 1-1/4- MIN. EMBEDMENT TU ❑ YC THEIRS Q m CAULK I � 0 WINDOW FLANGE PERIMETER & WOOD BUCK CAULK BY OTHERS W.W. (WINDOW WIDTH) (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 3 . CAULK BETWEEN WINDOW MAS'Y._OPENING FLANGE & PRECAST SILL BY OTHERS W/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. EQL. SECTION B—B FLANGE TYPE CONCRETE OR PERIMETER WINDOW FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS 1 Q ° W.W. PRECAST SILL v a A v BY OTHERS A B C NOTES: SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. / 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE n^ MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE.. 4) USE SILICONIZED ACRYLIC CAULK . BEHIND WINDOW FLANGE AT HEAD p & JAMBS- SILL MUST BE ATTACHED TO THE SUBSTRATE WITH B K B 0 VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. ,. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H, G EXTERIOR OF WINDOW FLANGE- 6) G 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 ART 1� TAPCON LOCATION CHART CALL BUCK. LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 7OPSF SIZE SIZE 12 t o 1/8 x 25 B B F.G F.G F G .. F,G 13 18 1/8 X 37 3/8 B 8 F,G F,G 14 18 1/8 x 49 5/8 B B F,G F,G :. 145 16 1/8 X 55 1/4 8 B F.G F.G 15 18 1/8 x 62 8 8 B B F,G F.G.H,I 16 18 1/8 x 71 8 8 F.G F.G,J,K 17 18 1/8 X 83 8 B F,G F:G 1H2 25 1/2 X 25 B F.G F•G 11-13 25 1/2 x 37 3/8 8 8 F.G F,G,H,1 11,14 25 1/2 X 49 5/a B B F,G F;G,H.I 11-145 25 1/2 x 55 1/4 8 B F.G F,G,H,1 1H5 25 1/2 z 62 8 B F,G F.G,H,1 1 H6 1H7 25 1/2 x 71 25 1/2 X 83 B B B F,G.J,K F,G.J,K 30 1/2 x 26 29 1/2 X 25 B B B B F. F,G x 38 30 1/2 38 / 7 8 241 2 X3 3/ / B F,G F,G.H.i 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B B F.G F,G,H,1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B 8 F.G F.G.H,i 30 1/2 x 63 29 1/2 X 62 B B 8 F.G•H:1 F,G,H,I 30 1/2 x 72 29 1/2 X 71 B B F,G.H.1J.K F,G,J,K 30 1/2 x 84 29 1/2 X 83 22 36 X 25 B B 6 8 F,G F.G 23 36 x 37 3/a B B F,G F.G,H,1 24 36 x 49 5/8 B B F,G F,G,H,I 245 36 x 55 1/4 B B F•G•H•1 F•G'H•1 25 36 x 62 36 X 71 B 8 F,G,H,t D•E.F.G•H.1 26 27 36 X 83 B B F.G,J,K . F.,G H,I,J,K 42 x 26 41 X 25 B B B B F,G F,G,H,I 42 x 38 3/8 41 x 37 3/8 B B F,G F,G,H,I 42 x 50 5/8 41 X 49 5/8 B B - F,G,H,i F,G,H•1 42 x 56 1/4 41 X 55 1/4 B B F,G,H.1 D.E,F,G,H.I 42 x 63 41 x 62 B B F,G.H,1 D.E,F,G,H.1 42 x 72 41 x 71 41 X 83 B B F,F.G F,GFiGI-,K 42 x 84 48 x 26 47 X 25 B A,C F,G F,G.H,1 48 x 38 47 X 37 3/a B A.� F.G F,G,H,i 5/B a8 x 50 5/8 a7 x a9 5/a 6 A.0 F,G,H,1 F,G,H,I 48 x 56 1/4 47 x 55 1/4 B A.0 F,G,H,1 D,E,F,G,H,1 48 X 63 47 X 62 47 X 71 B A.0 F,G,H.1 D,E.F.G,H,I 48. x 72 47 X 83 F.GJK DEFGHIJK 48 x 84 32 52 1/8 X 25 B A,C F,G F,G F,G F,G.H,1 33 52 1/8 X 37 3/8 B B A,C A,C F,G,H,1 F.G.H.I 34 52 1/8 X 49 5/8 52 1/8 X 55 1/4 B A,C F.G,H.1 D E.F.G.H.1 345 35 52 1 /8 X 62 B A,C F,G,H,1 F.G H,1 D,E.F.G.H.1 D.E.F.G,H,1 35 52 1/8 x 71 52 1/8 x 83 B B A,C A,C F,G.J K D.E,F,G.J.K,J,K • 37 + 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. E1300 GLASS CH S. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I �� Al WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE `�i► INTERNATIONAL, INC EXTERIOR ELEVATION AS A KEY. 1 FLORIDA EXTRUDERS SANFORD, FLORIDA 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH: TO PROVIDE MIN. 5/8 tN- EMBEDMENT INTO WOOD BUCK. t1 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN, THIS TITLE: INSTALLATION DETAIL ` PRINT ALSO. APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNcs. ELEVATION SGL. HUNG FLANGE W I NDOwS - SERIES 1000 1500 & 2000 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING - WITH A DRAWNBY: BB APPROVED BY: STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF - �s SUFFICIENT LENGTH TO .ACHIEVE 1-3/8" MIN. EMBEDMENT AT VIEWED FROM EXTERIOR � € . � S �- --�-- DATE: l O/ O9 / O I SCALE: N T S DWG.: F L E X OO 16 ALL INSTALLATION FASTENER LOCATIONS. PREPARED BY. PROQUCT & APRLICATION ENGIII�ERWG. INC.; 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW. FLORtOA-32746--PHONE.. 805-0365 FAX 407 8u'S-0366 I OCC }.! f �I XC I x C x ?/R rjN_ B 'sr0 QCT"LI! v '' !BE ML11 _. Ili. !.R} ^,i ! `�� 1 - fJ� T;!F� !y4`II 1 _n;.� - - �15 I - 3Sv:.!C 13Y r . I .;_.K� Tr OR 1'{i iS0 5.RY r i EMBEDMENT /a` = i".G SM� ' %P =i. tip SMIS i aJALtON / ! Ql ri'!SL X C 1/i6 X J�• TI K M,U1 i1 i " GOO Vial J-. JAMB Yr ; EA ANT R=';y.=-.e ••' 1 ., .N t, "' \ I ` L: -NK ,_ Is A - A (L) I Ian ' i, , t r P i ES ` u LJ y JAI'4B CTYP.i — JAMb i7 Jt ,J i n: v 48 X 111C s-c z-r N n .L 1J ION Z :A I S X 4 X _ / 8 f� TUBE M11 1 Inn; _ .F c �- F 4 '; Sr-_. ATTL"; ANCHOR I '. f�!'f�'_! 'r'.Jr,f3r ; - j! !,—INISTn!_I ( - 7 /5fv• i ic.! TLsr-lFfi p �.t?E`�1 �3�tiuR � [ Y'.i; A r TAFpI`i•� CMS! L._. SIIE_ 'CLIP C I %f----------------- - - SEALA v r E... F;� T �'�tN- i�: n ?-1%� Scl "� . r I L-1w f-, r- 1/4' MTN, $ AN � W_t-! _ TANNIi: StIS Si 'iL I D N �. tMBt _d`\_t tltLw rL?vC�i f YQ!-•, S.G�- _ l` 0THERS - rr�� t-i_/? LIv�7- S��J /A�Tr;Cri.A---SllU _ �:4 ! yIi_ V- - Ki i T ,.t�; l� { P1 H I cc^.� "t_t !'IQN i—y "� y ! - Li�j.TF`N� �.NrHORS. Sul _-2 a �t�l�-- D) f - �-�� JAMB <'YR) 1. #8 `C / SE:'Lf - i TAPPING Nu SMS tL SEA! ANT B T'WEEN tie%. FLANGES ;MULLION ?r`Z LN S4jC f. t ! E � ! ! I O , s E'LE-VA ION ! �= 1AE PING, SS':S --- ----� - ---- --- INTERNATIONAL, INC SEA, ANT Bc7Twc-zA WINDOW Nlf�l �— #8 X 1-1/2 SEI .SM FLORIDA EXTRUDERS sANFORD, FLORIDA ;TITLE:S'ER i000 1-tu L^; tG3EE Sr-E T. � �F Sr._ H R S:.I DE C SH L OF F GliR DRE. -SIRE CAPACT T I E S DRAWN BY: APPROVED BY: ;n�m�.� 71WC ' \imr-1 - F '- 4- SIGN PRESSURE CAPACITIES - SERIES 1000 CAPACITY CAPACITY & 1500 FLANGE JERTICAL DE CAPACITY CAPACITY i CAPACITY CAPACITY CAPACITY :CAPACITY CAPACITY CAPACITY `CAPACITY ` 2X4X3/8 WINDOW CAPACITY WINDOW 1X2X1/8 CAPACITY 1X2X1/8 1 2X3 8 X / 1 X2X3 8 / <l X2 7/16X1/8!1 X2 7/1 EiX1 /8;1X2 7/16x3/81 MULL X2 7/16x3/8 MULL 1 X4X1 /8 ;TUBE MULL 1 X4X 1 /8 MULL 1 X4X3/8 ;TUBE MULL ` 1 X4X3/8 ;TUBE MULL ;TUBE MULL CALL TIP TO -TIP ;TUBE MULL: TUBE MULL 1 TUBE MULL 4 ANCHORS ! 2 ANCHORS TUBE MULL I TUBE MULL 4 ANCHORS TUBE MULL ;TUBE :TUBE ORS 4 NAHA(4) :TUBE SECTNA A(5) f SECTNA A(6) SECTNA A(6) SECTNA AR7 ' SIZE SIZE ? 2 ANCHORORS S i SECT. ' SECT. A -A 1 SECT. A 11 1 SECT. A-A(2) !SECT. :SECT. A-A(2) O SECTxAHA(4) ;SECTORS SECT. SECT. L�' SECTNAHA(5) - _ ' 8'X 26 ' 336.52 19 1 / 1732.42 1336.52 1692.83 336.52 732.42 1336.52- 1732.42 _I 791.81 11187.72 , 791.81 11187.72 ! 1187.72 12 = 209:72 429.55 ' 209.72 = 456.46. ` 209_72_ ; 45fi_46_ _T 493.47 740.20 493.47 740.20 740.20 13 '19 1 /8 X 38 3/& 209.72 -_--- _- 19 1 8 X 50 5 8' 131.23 / 6 317.66 1131.23 152.75 ; 177.46 _ 152.75 193.92 ?_ 152.75271.83 -__ . 359.41 539.12 359.41 !I 539.i 2 - 479.33 ! 539.12 14 _ _ ----- t ------ 127.29 127.29 ; 135.81 ` 139.09 135.81 194.97 ! 319.55 460.17 319.55 ; 479.33 145 ! 56 1 4 94.13 119 1 /8 X / ; 94.13 -_- ' ; 89.21 ` -- ' 89.21 - 97.48 - 97.48 !-1 19.85 136.64 282.02 - - _ 423.03�_ ; 282.02 iT� 423_03 423.03 -- 15 -- - 65.97 t 9 1 /8 X 63 - ^ �19 65.97 -- -- -- - -r -----_ - 158.81 '-58.81 -- _ __ - - -- r64.27 - ----- - fi4.27 ------ 1 90.09 - 90.09 . ' 21.2.62 - 212.62 - _ 296.98 _ ' 296.98 6365.75 -- 1 8 X 72 ; 43.49 : 43.49 ' 36.d5 ; 36.45 - 139.83 39.8355.8416 -_ 55.84 _ I t31.79 _1 131.79 6 184.08 184.08 ; 294.03_ 19 1 8 X 84 26.96 ' 26,96 262.87 1541.20 262.87 572.13 262.87 572.13618.52 ; 927.78618.52 - '927.78 1927.78 PH2 E 261/2 X26 ` 262.87 6 1 2 X 38 3/& 157.93 / 572.13 j239.21 157.93 1323.48 157.93 -! 343.74 157.93 i 343.74 1 371 .61 557.41 371.61 557.41 i557.41 H3 1 H4 �_ 6 1 /2 X 50 5/8 97.25 - 97.25 -? 1 1320 - 1 1 13.20 _ 143.71 T 1113.20 1 ; 201.45 266.35 _�- 1399.53 1266.35 ! 399.53 399.53 ; 353.55 1 H45 6 1 /2 X 56 1 /4 69.43 69.43 93.89 93.89 100.17 102.59 ! 100. i 7 ! 143.81 235.70 339.42 236.83 235.70 - ; 353.55 ' 310.65 310.65 1 H5 26 1 2 X 63 - 48.44 ! / _-- 48.44 _ - - 4 _ i 65.51 _ -r --- 65.51 I , 71.58 17� 1.58 _ -88,0� 1100.34 is 65_86 = 207.10 - 1 155.44 ' 155.44 .207.10 1217.11 _! E 217.1 1 267.38 26 1 2 X 72 31.79 -r19.62 31.79 42.99 ! 42.9946.98 128.99 46.98 128.99 165.86 4Q.64 ! 40_64 95.93 _ ; 95.93 1133.99 _ F 1_33.99 1214.02 1 H7 I 26 1 2 X 84 / ; 19.62 26.53 426.53 22 6 1216.75 37 X 2 , 471.75 I _ 216.75 - 471.75 ' 216.75 - -- 471.75v 216.75 1471.75 -� 1510 765 ' S10 765 431.36 j 765 431.36 X 38 3/8 122.22 1 185.12 122.22 250.32 ► 122.22 _ 12 6 _ 122.22 t----- 1266.00 -- 1 287.57 ! 1431.36 {287.57 23 ---' 24 37 ; 7 X 50 5/8 73.3-4 73.34 ; 85.36 99.17 185.36 1 108.37_ 85.36 ; 151.91 _ 1200.86 1301.29 ; 200.86 �301.29 1301.29 �_v - 245 - T - - ---- - -_ -- --- 37 X 56 1 /4 51.97 51.97 _ ! 70.28 70.28 74.98 76.79 - 74.98 107.65 6176.43 254.07 � ; 176.43 -- 6264.64 -� 264.64-" ! 230.94 25 37 X 63 36.01 -i--� ; 36.01 ; 48.70 _ 48.70 i ; 53.21 _ ! 53.21 _- 65.43 174.59 _ 1 153.96 176.06 1114.76 153.96 ; 230.94 _ _ 197.41 26 _ 37 X 72 23.47 123.47 31.74 �131.74 34.69 ! 34.69 i 48.62 48.62 _ 1 14.76 _ , ' 131.61 ' F 160.30 ' 27 37 X 84 1 14.39 114.39 1 19.46 19.46 121.26 121 ra. , 29.81 29.81_ ' 70.36 1- - 6 1 70.36 _ -_ 98.27 98.27 _ 156.97 32 { -�- 53 1 /8 X 2.6 191.61 _ _ _ 417.04T191 .61 - 394A49 91.61 +- 417.04 y,191 ' - 6l_ �38..•;;� 4;J 7.04 .. , _ _ 4.14 ' 450.85 231.50 676.28 i _ ; 347.25 1 450.85 231.50 1 676.28 ; 347.25 1 676.28 , 347.25 33 3 1 8 X 38 3/8 98.38 -- / ` 149.02 1 98.38 201.51 61 98.38 214.14. � ;' 2� _; 16.47� 1.454.00 ! 231.01 ` t54.00 ; 231.01 _ 231.01 34 �3 1 /8 X 50 5/8156.23 56.23, �- _ 65.d5 76.04 3 65.45 (56.73 f ; 83.09 - *58.10 65:45 - 1 -- -- i 56.73 : ' r 81.44 - ___ 1 133.48 _ --r- 192.22 i 33.48 - -j 200.236 ! 200.23 34515 3 1 /8 X 56 1 /4 39.32 139.3 2 i 53.17 l 36.40 7 36,40 139.78 - 1 39.78 ! 48.91 55.76 • ' �t5 08 i.,_#_ • -_ 131.60 _._ -- ' 1 15.08 '__-- '-172.63 1172.63 35 53 1 /8 X 63 ` 26.92 --�- ~^-- -^ -- 1 26.92 1 _-- ---. -_-_ ` _+- 25.62 r- - j 25.62 - 35.92 --_ _ _._ ' 35.92�_ 84.77 f 84.77 97.21 f 118.41145.82 36 `6 53 1 /8 X 72_ 17. 34 .34 ; _T 23.45 23.45 - ; - 1 21.77 --- 21.77 51.39 , 51.39 71.78 ' 71.78 ' 1 120.81 37 I 53 1 8 X 84 F 10.51 / - ° 10.51 14.21 114.21 15.53 15.53 SERIES 1-000 & 1 500 FLANGE VERTICAL 6- FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES 7 1 11 Llf` �- --• r+ s ;-1 w .+ - i r n A! r - i) ��r,� {;�� SHEET 2 OF 2 iCr y r �i mu; 1` i � � � !^ , 11 �i J`=R, ! �i�Jv � i J00 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON _ FASTENERS REQUIRED AT EACH END. ` DRAWN BY:APPROVED BY: B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X f f-- P- E- 4 r-- - <':�`'= SCALE: -i!`6 DATE: 0 E � _ - • 0 °- DW.G.: 1 Vti1� L r 2 SHIM AS RE'Q'D SHEATHING (SEE NOTES) BY OTHERS .. CAULK BETWEEN DOOR FLANGE & SHEATHING STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS All INSTALLATION ANCHOR �— DOOR WIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR #8 SCREW Two BY WOOD #8 SCREW 1-1/8 MIN. BY OTHERS EMBEDMENT TWO BY,, WOOD BY OTHERS Two BY WOOD SLIDING GLASS BY OTHERS DOOR FRAME CAULK BETWEEN. JAMB. HOOK STRIP L SHEATHING SLIDING GLASS DOOR HOOK STRIP SHIM AS RE 1/4' MAX. SEE NOTESQ D SHIM SPACE 17\ INSTALLATION ANCHOR I-I/8' MIN. 1-1/8" MIN. #8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS (TYP.) CAULK BETWEEN DOOR FLANGE $ SHEATHING SLIDING GLASS DOOR FRAME HEAD SHEATHING BY OTHERS SHEATHING PERIMETER BY OTHERS CAULK BY TEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.) STUCCO OR SIDING GLASS (TYP-) OR SIDING BY, .OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK DOOR HEIGHT SECTION B-B HOOK STRIP DETAIL A- NOTE I) DOOR MATERIAL ALUMINUM ALLOY 6063. 2) #8 INSTALLATION. SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD_.TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF tuFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. DOOR FRAME 7) FOR POCKET ODOR SIZES USE CLOSEST BYPASS DOOR SIZE 8 CONFIGURATION SILL 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. P Ip> JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REQ'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 w REPRESENTS MOVING PANEL AND -0- REPRESENTS FIXED PANEL APPROVED. ( \ / CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. - E %\ T E R I R E L E �/ A T I O N 14) SECTIONS 'T ALL A -A', OK ESTRIPaDETAVE IL PPLYNTONINSTALLATION THIS GOF ALL VA PROVED ER CATION p EMBEDMENT CONFIGURATIONS. e 0 1-1/4' MIN. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 10p0 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES- - p n c REV DESCRIPTION DATE INI EXTRUDERS ' LIBERALLY APPLY F� ❑RID4INT-INC.CAULKING UNDER SILL ,_ - SANFORL1 FL. OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON TITLE. SLIDING GLASS DOOR SECTION A -A INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: - C 2002 ATE: 12/17/Ol SCALE: NTS DWG #fLEX0027 SHTElOF '-` �� poro,orn Pty. oanrnirT L APPLICATION ENGENEERING, INC., 250 INTERNATIONAL PKWr., SUITE 250. "HEATr+ROW, FLORIDA. 32746, 407 BOSvo 65 FAX 407-805 0366 #8 SCREW INSTALLATI❑N ANCHOR CHART N❑MINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 6I PSF TO UP TO 46 PSF TO 61 PSF TO SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 P.SF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, X❑ 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, ❑X, X❑ 60 X 80 6 6 6 8 8 8 4 4 4 6068 XX, OX, X❑ 72 X 80 8 8 8 8 8 8 4 4 4 8068 XX, ❑X, X0 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, ❑X X❑ 120 X 80 12 12 12 10 10 10 5 5 5: 5080 XX, ❑X, XO 60 X 96 6 6 6 10 10 10 5 5 5 6080 XX, OX, XO 72. X 96 8 8 8 10 10 10 5 5 5. 8060 XX, OX, X❑ 96 X 96 10 10 10 10 10 _ 10 5 5 5 10080 XX ❑X X❑ 120 X 96 12 12 12 12 12 12 6 6 6 50100 XX, ❑X, X❑ 60 X 120 6 6 6 12 12 12 6 6 7 60100 XX, ❑X, X❑ 72 X 120 8 8 8 12 12 12 6 7 8 80100 XX ❑X X❑ 96 X 120 10 10 10 8 8 8 4 4 4 9068 ❑X❑ 109 1/8 X 80 -12- 12 12 4 4 12068 OX❑ 145 1/8 X 80 14, 14 14 .8 8 .8 4 4 4 15068 ❑X❑ 181 1/8 X 80 16•:. 16 16 8 8 8 4 5 5 5 9080 ❑X❑ 109 1/8 X 9T61 2 12 12,10 10 10 5.5 12080 ❑X0 145 1/8 X.94 14 14 10 10 10 5 5 5 15080 OX❑ 181 1/8 X96 16 16 1010 IO 5 7 8 90100 ❑X❑ 109 1/8 X 122 12 1 12 .12 12 12 5 7 8 120100 ❑X❑ 145 1/8- X 120 14 14` 14 12 12 12 5 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 8 8 8 4 4 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 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 10 10 10 5 5• 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 14 14 12 12 12 6 7 4 10068 ❑XXO 119 5/8 X 80 12 12 12 8 8 - 8 4 4 12068 ❑XX❑ 143 5/8 X 80 14- 14 14 8 8 8 4 4 4 16068 ❑XX❑ 191 5/8 X 80 18 18 18 8 8 8 4 4 4 10080 ❑XX❑ 11 / X 12 12 12 10 10 10 1 10 1.0 5 5 5 12080 ❑XX❑ 143 5/8 X 96 14 14 14 5 5 16080 ❑XXo 191 5/8 X 96 18 18 18 10 10 10 5 8 100100 ❑XX❑ 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 160100 ❑XX❑ 191 5/8 X 120 18 18 19 12 12 12 6 7 10068 XXXX I1 1/4 X 80 12 12 12 8 4 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 16068 XXXX 189 1/4 X 80 16 --16 16 8 8 8 4 4 4 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 5 16080 XXX-X 189 1/4 X 96 16 16 16 10 10 10 5 8 i00100 XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 7 I60100 XXXX 189 1/4 X 120 16 16 19 12 12 12 5 7 - 4 — ENGINEER DRN- BB DATE, 12/21/01 ANCHOR NOTES.a 1> FOR MASONRY ❑PENING W/TW❑ BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE: CIVIL SALE' N.T.S. DWG. No- FLEX❑027 FL. REG. ND 3 e — REV.:LETTER: SHEET y 471R� - nc J DE51GN PARAMETERS BASIC WIND SPEED = 90 M.P.H. (FASTEST MILE) 110 M.P.H. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.18 (INCLUDED IN DE51GN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -I8 PSF - ROOFS = .20 , -20 PSF (-30 PSF AT OVERHANGS) PLAN-: 1928 VANGUARD/FOX & JACOB ORLANDO DIVISION GENERAL NOTES SHEET INDEX I. DO NOT SCALE THESE DRAWING5: WRITTEN DIMENSIONS AND NOTES SHEET NO. SHEET NAME SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. C - COVER SHEET 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL Al - FOUNDATION PLAN, FOUNDATION DETAILS BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH 5U5-CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER A2 - FLOOR PLAN, INTERIOR ELEVATIONS OUESTION5 PERTAINING TO THE DRAWIN65 AND/OR SPECIFICATIONS. 5. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, A3.1 - STRAPPING SCHEDULE COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. A4 - ELECTRICAL/HVAC PLAN, RISER DIAGRAMS 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE Si - STRUCTURAL DETAILS OF WORK. S2 -STRUCTURAL DETAILS 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", SP - STRUCTURAL DETAILS FOR OPT. CVD. PORCH EXCEPT FOR THE 51DE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO I/S" = 1'-0". ALL I'1X11 PLAN ARE DRAWN TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". VANGARD & MRRIC,11YE ENGINEERED BY: Fox&JACOBS ENGINEERING �n�wm.aw�ia�s .aar+ HOAGIES VirC; f'"u c rds, P.E. AA/ i „ /� i Y 4;= a Iv::i Lip ;i; APR 0-4,2GP3, O re„�ens designed by. nl drawn by tlmw tlesign checked by. aww date: 01-22-01 sheet: C Of: 3\' CONC. SLAB WrEIERMESH OVER 6 M0. VAPOR ARRI- OVER TREATED COMPACTED FILL CMU II GRADE 2 / 5 BARS UG MONOLITHIC SLAB - CMU ONE STORY 3\' CONC. SLAB w/ FIBERMESH 2% MO. STUDS O 16' G.C. 6 Mil.. VAPOR BARRIER OVER 2% P.T. BOTTOM OVER TREATED COMPACTED FILL PLATE W/ 1/2 7(6' AB. 32. O/C AND 0- 32' O/C n = i f GRADE e 16"• 2 / 5 BARS 0HMONOLITHIC SLAB — FRAME ONE STORY 3\\' CONC: SLAB W/FlBERMESH NON LOAD BRG. WALL 04YR 6 MIL VAPOR BARRIER 3 1/2" i / 5 REBAR CONT. OVER TREATED COMPACTED FILL W/FlBERMESH 3 1/2" CONC. SLAB- AIL OVER 6 MIL 1 p 5 REBAR CONL w/FIBERMESH w VAPOR BARRIER OVER 6 MIL t / 5REBAR CONT. OVER TREATED VAPOR BARRIER COMPACTED FILL OVER TREATED . , - , !A, GRADE COMPACTED FILL \ ' �A ED X ®ENTRYTHICKENED CONCSLAB HPATIOSON RING Y DNON S DRIN SLAB HOWER Z NON RBEARINGOGARAGE LAP 1 1 CORNER BAR • N. L P \ W/ STD. HOOK 5 BAR \ A 5 HORIZ BAR - \ \ Gt1U CONC. FILLED \ TOP COURSE W41•5 CHAIR BLOCK LB LINTEL BEAM REINFORCING CHAIR BLOCK UNDER FRAME SHEAR STRENGTH BLOCK TO EXT. FRAME CONNECTION (TYP- SPACING) TAPCON: 3/16. 01z" o.C. EXP. BOLT: 1/2" 0 4H" oc. - "048' O.C. J BOLT: 1/z * TEST REPORT Y 150-20068/ PROFESSIONAL SERVICE INDUSTRIES,INC.SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL '�.. INFORMATION - - EXPANSION BOLTS: I I I RAWLS SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT CIA. EMBEDMENT HOLLOW BLOCK 3/16' 1-1/2" 846 LESS. 1/4 " 1075 LBS. PRODUCT LOCATION EMBED DIA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR RAWL-BOLT GROUTED MASONRY 2 5• 7/2" 1.5" 761 LBS. 1765 LBS.' RAWL-BOLT CONCRETE 3" 1 2' 2.5" 1831 LBS. 2537 LBS. 8xi9 LINTEL FILLED H/ N•5 FONT. `I ll 1 VERTICAL REBAR Ifl SEE PLAN SINGLE COURSE LINTEL 3/4 =1-0 DETAIL DENOTES PIPE I STEM(NG WALL THROUGH DETAIL DENOTES PIPE SLEEVE SHALL BE PAS5ING THROW- H FO 2 SIZES LARGER THAN 2I GROUTED SOLID PIPE PA65NG THROUGH AROUND PIPE SLEEVE SEE FOUNDATION PLAN-/ % I FOR REBAR QUANTITY Y 1 5 REBAR WITHIN FOOTING i ' CONCRETE F-0OTER W/ 25" MN. SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL MONOLITHIC FOUNDATION DETAILS MAXIMUM SPACING OF FILLED CELLS IINGROUTED CELLS THAT CAN RESIST A 100 M.P.H. LOAD DESIGN WALL PRESSURE T = 22 PSF MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS 15 25 P.S.I. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8' PARTIALLY GROUTED WALL = 95.43' (MA50NARY STRICTURES A.C.Q M = .1-1 /8, S = WL•LX12/ 8XT = 9S.43 , 1 = 10.4 FT. USE &-a" HORIZ. SPACING - 9•-4" CEILING MAX (FS = 13) USE 6•-0' HDRIZ. SPACING - 10'-0' TO 12'�' CEILING MAX 115E 6'-O' HORIZ. SPACING - 12'-8" TO 18' CEILING MAX. 6 AM LINTEL W/ N *5 CONT. @ 9'-4' W.T. (+/- 8•) THIS 5TRJZTURE HAS BEEN I ESISNED TO MEET OR ecim THE 110 MP.H, 3 SECOND GUST5 WINO LOAD REOl11REMENTS OF THE FLORIDA BUILDING CODE 2001. OPTIONAL 36' X 42" X 4'LONC. PAD )TING 36' X 42" X CONE. PAD- EEVE SHALL BE MZES LARGER THAN �E PASSING THROUGH 'WICKENED 'LAB LNDER ft;awren V 4r n a 6,aenp arms, E. l9zRlSAN� Flork !a Eo �uls re mvolC9 ENGINEERING APR 0 4 2CO' X D/I6" X .0 , NI, VARIES I I I I I I I `�\ PRECAST 5.6D. I THRESHOLD G I I \\ I I \\\ I 1 \\ I 1 \\ FOUNDATION SLAB NOTE: I I \\ 5 1/2" GONG. SLAB w/FIBERME5H \\ OVER 6 MIL VAPOR BARRIER ON \\ CLEAN, YNELL COHPACTEID TERMITE- , \\ RE515TANT TREATED FILL OR \\ ot3pr.o"RECRUIT 2- SYSTEM (TYP 1 \� \\ CD I \\ I \\ I I 4` kC CHASE M VVNDENSER \\ "� a I \\ " 1 \\ i \\ 1 I \\ 1 \\ I \\ 1 II 20'-3 6A6" i I y \\ 'PVC CHASE clx I I VARIES 70 FDNOE g\ I 1 GARAGE , c 1 I 1 I s , � - I s FOUNDATION PLAN 'A' , Z I ' NOTE: 13OU13LE LINTEL @- GABLE END DETAIL SHEET 52 - ELEVATION ' r �-- I . FXTM Ff04" I X wl 5'• • 5'01C 20'-O 3/4" ;� o 3/4• RECESS AT GARAGE DOOR161-0. EM • NOTEI DOUBLE LINTEL ® GABLE END DETAIL SHEET S2 ELEVATIONS 'A' d 'B' I ARIES I ' I I I I I G I X L------ --J 5'-4• V-4 VW B'-4 146• 1 3'-4 VS" /1 I GARAGE I EMEND FTI 4' I o I (WAR bb NB I W Sb • 9' O/C I 0 o I 4 20'-0 3/4" v o I N� I L�--------------------F L--- sPTW "- X - PARTIAL FND. PLAN '51 b 'C' -4 5'-4• MONOLITHIC FOUNDATION PLANS B'-4' V J U � la- =dW � Z 0 JOZ o 0 �Z0 O O u- "�q & L � P LL § W 2 � m d. ! 17 N 1.K 11 00 C c 04 Cy)�'�$ J W €'g is 0 pt aP� _ ".I revisbns: mw o�.ke. ey. designed by. nI drewn by. dmw design Checked by. aww date: 01-22-01 sheet. Al Of. B 0 e o �n M KITCHEN A KITCHEN B SCALE-. a SCALE- 1/4"=1'-0° -= 9PLAN ro < W L _ F� UB TB \- / KITCHEN C BATH D SCALE- I/4"=1'-0" 5CALE- 1/4"=1'-0" A6 LIGHT STRIP AT OPT. VANITY BATH E SCALE- I/4"=1'-C' n INTERIOR ELEVATIONS Op{IONAL Arc LOCATICN x 11, ,B (2) 25SH (+21/ -28) EGRESS BATH I --- 2•_8" 8• FLAT OPT. SHOWED I a M. BEDROOM I/4' S I ' FIF€RACE � _ (TT IT HEARTH I N cupl„rp kT, ON FIRE B' FLAT rQF}! FIREPLACE MISG. OPTIONS TETED OL4RELA!LSI"EWxOO:)D" UNE�LAED9E9R9I� L NOTE: SEE FOUNDATION PLAN FOR FILLED CELL LOCATION. I 1 -1 " NOT ALL FRAME WALLS TO BE 3 I/2" ` UNLESS OTF'ERW!SE NOTED. �¢ S®�, (�. AREA GALGUL IONS IST FLiZ L ViNG: 1928 5F GARAGE: 426 5F F9 Biwa Uca, 7 ENGINEERING 6t?* •m COVERED ENT 21 5F .6iTy`'.j°$v�i � " „�`�m�° TOTAL: 2351 5F N{ \�/�t /�j Irt — kn BEDROOM 2 I as W = ry B' FLAT N w N N N=N 6'DX6'8 S.B.D. (+21/ -23) W.I.C. r 11 8• FLAT — I' T-6 3/4" I GREAT ROOM BFLAT -o I I I v I --iw 4 � 3 �a� F T I = ry TL °R _L IIT N — i v 4) GHEN SK N B TH I n I I 2. 5n 20E RANGE I 0 o I -y-- 0'-ram W ,p 5 SH = TIl wN + II'-2 1/2" L+ .. dl N i N e i - N I+ I 9'-i 112" - m e F =7 DINING = BEDROOM 5 I I I II� r 5 WFLAT B' FLAT"VENT. Stk'LF I - N m�vENT 01 -} •/AlLT OL o I F�oII T \ / , I A.�-GES� I-�..e - /X\-b' WA IVINC FLAT I 1 N N �- i NOTE. AIR HANDLER TO HAVE MIN. OF 4" CLEARANCE ON w.e. 12'-4 1/4" ALL 51DE5 AND ENCLOSURE SPACE SHALL BE MN. 1"<= WIDER THAN A=F_I/.NCE O 1 p68 1 w \/ S GARAGE `� B'-O' CLG. r I� -----IR49 --- a FOYER zsxaa B' FLAT V C bZbO BI-FOLC B FLOOR PLAN 'A' - va =ro BEDRM x4 B PLAT - 0 - 3'OXU8 ee 20'-0 - 12'-0 3/4" - SENTRY - _ BLOM BOTT. 255H ' - CNOTAS 48' O/C (+2 IB'-O" X -I-Cl' O.H. GAR. DP. (+19/ -7S) _ ---- ---- 0" (+19/ -23) 16•_;a:: ,_4:, 2'_0" - - PARTIAL FLOOR PLAN 'B' E Va•=I•-o' 3'OX6'8 20'-0 3/4' (+21/ -23) 2'-0 3/4" 1 ENTRY (z) 255H _.- BL CCK BOTT. CT70fd>9 4a• o/c (+21/ -28) 16' O" X -'-O O.H. GAP. Da. 0 I e ----- ----- (a 9/ -23) -- FRW-� PARTIAL GOL'JM`I 2'-0" SEE EL �/J ..� ,,.. :._, .,�" Ir_A" 2'_m• 5'-4". 13'-4 IA6" 40'-0 VI6' FLOOR PLANS Z Q Z Q ® QQ W W 00' O o J LL C INA W Z W J QP CiHI 00 N �e4 d7 �9i Lu S x F-� Ox �e s�E revisions: oBWGT 4 designed by. nl drawn by I design checked by. aww date: 01-22 Ot sheet: A2 of_ V NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRUSS ANCHORAGE: NOTE: U USE (1) TYPE 'C' (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (UN.OJ 2) USE (1) TYPE "A' (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UN.O.) 3) USE E14UH26-N (OR INTERCPANGF_ABLE TIE FOR ALL JOIST HANGER GCNNECTION5 lLNO) 4) USE l3) 16d OR l3) J31 x 3 I/4' PASELODE GUN NAIL TO FASTEN JACK TO Hip GIRDER. (T.B) 5) GABLE TRUSSES REQUIRE (1) TYPE 'A" OR (1) TYPE 'C' STRAP AT 4pf" O/C FROM CENTER OF TWSS. SEE POST STRAPPRJG ON lat AND 2nd FLR. PLANS PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR. HAND NAIL DESIGNATIONS' NAIL VALUES BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 8.8c - 'NAILS AND SPIKES - LATERAL LOADDESIGN VALUES' NAIL 514EAR VALUE (IboJ 8d 103. 10.1 VS. Ibd 149' 40-0-0 gJ-J-u ROOF TRUSS LAYOUT 'B' $ 'G' a ROOF PITCH 12 LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. TC LIVE: 20 psf Tc DEAD: 7 psf SPACING: 24" O.C. BC LIVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf DRAWN BY: KSB TOTAL:37 psf DUR FAC: 1.25 N O 1p 10 Y m 0 Ill mom ■NE 3'-2" 5TUGG0 DETAIL SCORED BANP5 W-4(3) "D" STRAP APGONS (TYPJ HALF COLUMN DETAIL HALF COLUMN DETAIL ENG�N�E,ER NG t.,n n.,�... ate"• m RO{OF P 5 ITCH 1 1/5' STUCCO ON LATH - WOOD STUD EXTERIOR WALLS (TYP) SCALE: 1/4' . F-O' RIGHT SIDE ELEVATION SCALE: 1/8" . 1'-0' 11 1 OFF RIDGE VENT B ® CEMENT Z TEXTURED _ 3 FINISH (TYPJ �O -------- ---------------------- LEFT SIDE ELEVATION O OFF RIDGE VENT SCALE: 1/8" . 1'-0' 5HINGLE5 SHINGLES —8' OP. e GABLES (TYPJ E. REAR ELEVATION ❑ ❑ CEMENT laiwt a woo TEXTURED FINISH (TYPJ — W W Z D 00 I— Q J W (n J (n W Z:) . w W ~ LL wO �sp F- LL —j s fgg `i co 04 c- J gag W his Q a�� 2� reWsions: a.w a.avmM designed by. rd Otawn bY: 1— design checked hY aww pate: 01_22-01 sheet: A3-B Of: 5CALE: MI.S. «J �� LL C C S I - E Q (_ c F m i 9 C4 v Z 2 mm ao v c c c On EL 0 STRAFF I I 66 5CH PUL 5 ( P50N PRODUCT DESCRIPTION COMPLIL15TINGANGE FASTENERS LOADFL/SYP� UPLIFT MAX.N SPF A META18 CONCRETE STRAP SBCCI 9603 (1)ply 14-10dx1.5", 2 I 10-16d - 1500 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14-10d 3116 1000 . 860 D LSTA30 STRAP TIE NER 413, 443 22-10d — 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER N.ER 393 14-16d & 46- 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NFR 393 4-16d;& 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d; 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-1.Od, 2 ATR 34"0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCD 9603 14-10', 2 ATR 3 4"0 x 8" 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q SP4 TOP PLAT ANCHORS 4X NER 432 443,499 6-10d x� 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530 X HGT-2 HEAVY GIRDER TIE DOWN NER 432. 8-10d & 3 4"0 or LBP 5 8"0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 46 NER 421 6-16d & 3-16d 3100 980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 II HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393 469 (1)ply 14-10dx1.5" (2)ply 14-10d - 1735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 (1)ply 17-10dx1.5", (2)ply 15-16d — 2130 1860 00 MTT28B HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A — 4455 4455 - rerisiom: - deAgned by. d &~ by arnw a�ecked or aww � SI�R/SAN� sneer _ ENGINEERING ' A �• Plvr Qf9 A z'0,. QUANTITY EQJIPMNT 13REAKER CONDUCTOR OA 2 1 RANGE 40A 2/P 8 opw 2 1 DRYER 30A 2/P 10 5(a00 I pISHWASHER 26A VP 12 I200 I REFRIGERATOR 20A VP 12 540 I I DISPOSAL 20A VP 11 1540 I I WASHER 20A VP 12 1500 2 2 SMALL APPLIANCE 20A VP 12 3000 b b GENERAL LIGHTING 15A VP 14 5550 } I GARAGE DOOR OPENER 15A VP 14 600 b PADDLE FANS (Ib) I5A VP 14 500 SUB -TOTAL (WATTS) 30)30 I SL 100W WATTS AT 100% 10000 WATTS REMAINDER 40% 801(o WATTS A.G. 3000 WATTS TOTAL 3,000 WATTS 21152-240 WATTS TOTAL LOAD AMPS 88.B AMPS SERVICE SIZE 150 AMPS 2 / 0 SER CABLE aw METER Fd �w an J) RANGE 8/3 W09 150 A MLO DRYER 10/3 W9 14 BARE PANEL SMALL APP. 12/2 W3 G.W. LIGHTING CIR 14/24 W3 TO PPL TRANS 8" GROUND ROD 1925 ELECTRICAL R15ER DIA&JI50 A 4 WIRE 5ER\/ICE � 2' YTR 3' YTR I IR' 11/2" LAY. LAY 2• YTR 2 3' 3' TLB Y 3, C01'ffi. WrV 3' K5. LAY I V!" 3, LAV 3 3• 2' 2' 3. 3. WG 3' 2' TUB 3' 1925 PLUMBING RISER VIAL. • N.Ts. ELECTRICAL LEGEND 0= DUPLEX RECEPTACLE G-YP OROIND FAULT NDLCATDRR i YuR TaxE oN LTLET Or 230 VOLTS RI PNOgE OUTLET ,a A/C DISCONNECT ® EXHAUST FAR _1FL SNITCH w POWER BUTTON - FR4 4 WAY SWITCH -0 ® DOOR BELL ---%%3 3 WAY SNITCH p. -¢' MCANOESCANT UCHT y0( DOORBELL C"ES - REQ U T ® SMOKE DETECTOR CLG MOUNT - w VAPOR PROOF I® 9ME DETECTOR WALL MOUNT S TCHEO OUtIEf O d non BOX F___i RUORESCONT nXTURE V= ELECT PANEL Q FLOOD LIGNTS 4 CETLPG FM) FFEtl11FE 1A4 IA 81A.8) WRAPPED FLUORESCENT 40 X 41 BY ELM FROM a OPTIolm 30 TON 240Y 1 PH 5 IM HP NOTE:: SEE ATTACHED HVAC FOR ELECTRICAL PLAN CORRECT PLAN: DO NOT USE 4► HVAC LAYOUT ON THIS SHEET m I L~L w J s� 00 V N �H rn Ill a? mil revlslorls: aw: maven by designed by TO drawn b)r dm design NNeciced by. eww date: 0T-Y1-07 she® et A4 1 cc 00 Iff Q 0 w Q p` R 9 F P 1 m 891WIMIf R 1 n p a- r_I 7�gse F�Fp�eeQ W39gi ��s°L .s��8 _e� i$9 �j�issS >Ey5W��: 41pU6aIA�BFF g; �L�$8 ��.9gi9il."�iag�F2� 55 23 *1p11 M�61FiF1F��e1e=E19 ?67@Sg�<°�R�MIN J 011 N r*ININEWWWAI 190 911 M M ala��`I�� R�se��&a�s��a�aa�IT ------------ af°�bva m Ir�F49117� 8 �_ 6SK9bP��gSA� �g d��$98Sqq:�F_IDIDx �4ffpppEgpf�m�.9 ��app9�R4aM��P.9�fffn�fip�l��e�e�v� seBE'9aoSsiRE y aW5�511Rip%P5IfI. aB8P�pppg"�gp F��I� NF rB�yq�mgngFIp AIMd5�7��7N94g=9 �pNnR��R�I�f_� �ay�_g�cP ��g555 ��555 �g�555 �a�555�9P F> 0�1•ES g ��555 9m555 MSN66M66Po�,IppWgggW g555 U �ii�irppSagFl�a �„„ag¢5g g�l1��3 �5 �5 �5�5 y5 �5 g5� $ A 1 C e 2 A IA S 0 5 4 J 4 (n La K d co 9xx8p�81��$�Gi�g��79 (,3W� �IA7pt8aF�$[I a�� jo P Im-€B65RIX I s a I ♦ - 8 m e 5 - fl 00 1IFI1IAI€II1F1,.l 99�8 @0 MNEMONIC j&ST-4t,4%fTdXXXX LINTEL SCHED. LINTEL NO. LENGTH TYPE E❑MMENTS L 1 I_'-4" 8FI2-IB/IT ALLIED LINTEL: A-13 L 2 -1'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 3 7-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 4 -1'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 5 4'-W 8FI6-0B/IT ALLIED LINTEL: A-3 L 6 -I'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L l T-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 8 -T-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 9 4'-6" 8FI6-OB/IT ALLIED LINTEL: A-3 L 10 4'-W 8FI6=3B/IT ALLIED LINTEL: A-3 L 11 4'-6" 8FI6-OB/IT OPT. BAR. SVE. DR.; ALLIED: A-3 L 12 4'-6" 8RF14-❑B/IT ALLIED LINTEL: A-3 W w x� o o ❑ ❑ e l��{ erv' m$ !I7 uni 1V cm iV. — °n m m❑ ❑ RI m W RI fV % goo •_ n ry 0 m 0o a ry rm�N rli iv rmv ry mv�� m_ ---- 0 ❑ irl - oo � l� mkl `rtig r' vl��r� Ri❑❑� rv=lu z m mWo ION°<, Cryo vtm� r x�ry _❑� ❑g �md ry ❑p ❑mom mrm�V m 11 O O m�mI�m�pF O mN 11 yap fll Q= orvo J Y n0 m bhp a in r 'v Z�aN °= n tv mQln In-,TInW � 1 « 1 111 «<<<Q 1J < J ¢ - LINTEL SECTI ❑ NS g �mry m RMY K❑❑❑ ❑❑❑ O O ° ❑�pp < O e �m ImV l°Y El O— ry m m m 6. :`�oom51 0 0 0T�-, r ry m rvon o9 m o �A a 9 oo m m��`m m$,°uu� o xC 13�v o °❑ ❑S o � °m 0 11310 g M pym P N "ryry ImI❑1 ♦ IV g- Gmr� U'rl �10y il�ll `� fll om IV mG m o S iJ ��11 ry `rti A N A No RN-1 I. 111 1V N x� i � m❑ m muppl url m In ry ❑m7r!� In m Ill p y ry m a in 'FO c O p %v in t i- c � W _rvm�utnrm�--; ❑ _rvm� kn QQQQQQa<«Q«Q< Q ,I ❑ �y s b 8� r H �� v a ❑ $ ��s � oD;y m - 9Lo E o 9� O�y Yy��c n ni U U us "Ho W. 7b yfs�es eMOO �jypllp�y pyy��E--�8 � O F jp`{I Q �CyW JBEJ4LL/� n." - Z _Nnitvi dd 'kd �- 3RVl 2Eid 5V S312Mn L9 L10 L11 9 REBAR AT TOP MIN. (1) REQV _ I-Vl° CLEAR 0 a 2Q Gnu ¢ GROUT In O 5 REBAR AT BOTTOM F • FILLED WITH GROUT / U " UNFILLED .9 • • OF LINTEL. CAVITY (� QUANTITY F N REBAR AT BOTTOM D IN LINTEL BOTTOM OF LINTEL CAVITY -5/8°AGTU PROVIDED M LINTEL (VARIES) G 8° NOMINAL WID1N 8 F 16 — I EV I T NOMINAL WIDTNJ LQUANTITY OF '5 NOMINAL HErm-I J REBAR AT TOP TYPE DESIGNATION L8 L7 L6 1928 LINTEL DIAL. GAR, .'LT� / towu'Sc'l �t3'E;t!!$r� iiap`--_r!'t?�u.i �s�3 RRICAME ENGINEERING �0^"� =—I� � o 4_2C'03 _ 1 0 .J W Z_ revisions: - br- designed by. nl drawn by. dmw design Checked by. avnv dale: 01-22-01 Sheet: A5 Of: a 11 D CAST-CRETE SEE LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS I. Ft precast Iin[els = 3500 ppssi. 2. ft prestressed lintels = 6000 ps1. 3, ft grout = 31100 p5l w/ maxmum 3/8" aggreqote. 4. 1- to masonry units 4-1-11-1) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5 Rebor provided in precast lintel per ASTM A615 EIREID. Field rebor per ASTM AB15 GR40 or ER60. 6. Prestressiinnqq Strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8 Mortar per ASTM 11210 type M or S. EiENERAL N❑TES I. Provide full mortar head and bed Joints. 2 Shore filled Ilntel5 as required. 3 Installation of lintel must comply with the orchitecturol ordVar structural drawings. 4 Lntels ore manufactured with 5-1/2" long notches at the ends to accamnndote vertical cell reinforcing and grouting. S. All lintels meet or exceed LOBO vertical deflection, except lintels IT-4" and longer- with a nominal height of 8" meet or exceed V180. 6 Bottom field added rebor to be located at the bottom of the lintel cavity. 1 V-92" diameter wire stirrups are welded to the bottom steel For mechanical anchorage. B C051:-n-plcire concrete inlay tie provided In composite lintel in lieu of concrete masonry units. y Safe head ratings based on rational design analysis per ACI 3l8 and ACT 53O SAFE LOAD TABLE N❑TES I. All values based on minimum 4" beorng. Exception: Safe loads for unfilled. lintels must be reduced try 20% if bearing length is less than 6-I/2". Safe loads for all recessed linbasedtels ased on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 4O or grade 60 field rebor. S. Additional lateral load capauty can be obtained toy the designer try providing oddlonol reinforced masonry above the precast Intel. B. One #1 rebor may be substituted For two a5 rebars in 8" intel5 only. 1. The designer may evaluate concentrated loads From the safe load tables try calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite Intel heI hits not shown, use safe load from -next lower height. 9. All safe loads inunits opounds per linear foot. NOTES:I 8" PRECAST W/ 2" RECESS DOOR U—LINTELS CC�rn GRAVITY TYPE LENGTH aRt>6 Br:F6-+B BaF 81SI4- io-o BltFlo-W2944 -I 4'-4' (52") PRECAST - 1489 1591 3D53 2982 3154A04 6880IB2l3412 4982 6412941E I08184'-6' (54") PRECAST I351 1449 Z182 2114 3E005315 6264ro3412 4982 E412941E 108185'-8" (68') PRECAST l85832 1602 155t1 20583015 3585II53 21E2 4014 64125514 B8395'-10'(10')PRECAST135ll9 I50D 1449 1924 281E 33521109 2051 3811 64125490 E4116'-8" (8O") PRECAST 822 9Ol 1611 2933 251E 45229o1 I611 2933 4100 8ni3B-1 ant 61D119O') PRECAST 6E5 161 1311 2252 I9582944 3439 164 13n 2329 3609 5492 M24 5192 9'-8" (IIE") PRECAST 311 420 834 R53 IO1i 1342 16i4 188E 53i 428 1491 2119 AM 3595 2815 8" PRECAST W/ 2" RECESS DOOR U—LINTELS Rrn UPLIFT LATERAL TYPE LENGTH BRF6-IT a 10-R f',RFI9-R RF22-I &_F 8Ri16 8RF6 a -3T nr:Io- ar+>=I+ no- z- zo- (52') PRECAST 1244 15L3 2413 3260 4412 4961 5825 932 932 1244 1519 2339 3110 4008 4850 56% (54°) PRECAST 1192 15111 2311 3121 3931 415E 55-n nca 853 1192 1455 2240 303E 3831 4643 5453 (6H") PRECAST 924• 1112 I195 2423 3055 3689 4325 Sol SOI 924 II32 1141 2351 2918 3603 4230 (10") PRECAST 8 r 1138 1142 2352 2965 3581 4198 469 469 8% I09'9 1690 2288 2891 3491 410E (8O9 PRECAST ISO 2042 2513 31ol 3642 __ 1100 146E 1981 2509 3035 3563 MCI) PRECAST IaX 1810 2280 2153 9221 110 941 1=588:41 1302 1"162 2225 2690 3151(116") PRECAST 1108 Ii23 143 1104 1995 515 614 IO09 I3E9 1128 2088 2450 "REDUCE VALUE BY 159E FOR C-1RAIJE 4D FIELD REBAR 8" PRECAST & PRESTRESSED U—LINTELS 8„ PRECAST & PRESTRESSED U—LINTELS GRAVITY T11'E LENGiH �� 8F8-a8 5FIZ I z4-0 -O 8F8-I5 BFI2-0 8FW-18 -1 1-I -0 2'-ICJ"(34') PRECAST 230 31Fi6 4413 E039 152E 9.4 104112 1193E 316E 4413 6039 152E 9004 10412 1193E 3'-6' (42") PRECAST 230 3138 3311 4689 —I 135 8630 9941 3166 4413 60-99 1526 9004 10412 1193E 4'-0" (4$"1 PRECAST 2325 2496 3461 4438 5410 6354 1358 264E 4413 fi039 12E 5 9004 10412 [ME 4'-6" (54") PRECAST 1651 I1B1 1913 2651 3403 4149 48% 5544 21-0 - 4OZ1 E039 152E 9004 10412 9E68 5'-4" (64") PRECAST 1184 1223 M! 1809 2311 2826 333E 384E I665 2889 so51 6o96 5400 6424 1450 PRECAST 912 I_ IOSR 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 1 6122 6'-6' (18') PRECAST 931 121S 2101 3263 214E 3355 31"1 45B5 1255 2101 339E 5260 1134 8995 6890 l'-6° i90") PRECAST lEl 1029 1615 2355 1994 2439 288E 3333 i0Z9 tfi15 2610 3839 5596 6613 5041 9'-4' (112") PRECAST 513 632 1049 1469 1210 1482 1154 2021 %8 1212 1818 2544 3459 403D 3121 (0'-6YIZ6') PRECAST 456 482 802 1125 915 1122 1325 1535 655 1025 1514 2081 2114 9190 2404 II'-4" (136") PRECAST 445A8 935 1365 1854 2355 I193 2015 598 935 1365 t854 2441 3155 4044 12'-0'(144') PRECAST 414 545 8E4 1254 1689 2014 1— i818 555 864 1254 1693 2211 2832 3590 13'-4"{I60') PRECAST 362 421 125 1028 1331 1635 1224 1418 485 l48 1016 1455 1855 2343 29211 14'-01168'9 PRECAST 338 3b1 648 919 1140 1462 1081 1260 455 100 1003 035 1114 2153 266E 14'-8' OW) PRE5TRESSE N.R. NR NR NR W NR NR rR2 465 1E5FI..R 45 2610 385 3165 15'-4' (184') PRESTRESSE N.R. NR NR NR t41 420 6955 23ro 28`a 34I0 IT-4' (208')PRESTRE55E N.R. NR r1R NR NR IIR 310 5300 1800 2600 19'-4' (232')PRESTRESSE N.R. NR NRR NR NR 240 400O 14002D30 (256") PRESTRE55E N.R. NR NR8.3 NRa NR NR 3300 1NR rNR 21I0PRES7RESSE N.R. R NR 160 300 Sro 8-0 1250 19, 24'-0"(2887 PRESTRESSE N.R. NR NR NR W NR NR 130 240 4W l20 1030 1350 I610 NnTF�• UPLIFT LATERAL TYPE LENEITN BFR-T 8Fr-Ir -I z4-Ir 8F28-I BP3z-IT BW �a 8F8-2T BR2- 8Fr_2T 2D-2 4-2 2 - 2'-10'(34.) PRECAST 2121 25,8 4101 5332 6559 1b11 9055 2021 2021 2121 2184 39a1 SI9p 6401 1630 8851 3'-6° (42°) PRECAST 2165 2289 3260 4291. 5219 6204 1192 12-91 1251 2165 2215 3165 4125 5091 6061 4'-0' (48") PRECAST i818 1989 28312 3E80 4532 5381 ill 6245 938 938 1818 F25 ZlSO 3583 4422 5264 fill0 4'-6' (547 PRECAST IIEW nE2 2531 3251 4010 4161 5525 121 12-1 IUD Iro5 2435 311i B913 4658 540E 5'-4" (64") PRECAST 1393• 1484 2110 2141 3315 4Olo 4648 SOS 505 1393 14M 2050 26ro 3293 3920 4549 5'-10'(lO°) PRECAST '�' �, 193o 2505 3084 3665K4241418 41H 121251815 2441 3010 3583PRECASTNat• 1200 IT9 225o z169 3290 -01 8811141 1182 1654 2192 2,03 3216(90') PRECAST 959• 912 1415 1914 2354 2191 65-I 990 1029 146E 19O1 2351 21919'-4' (112") PRECAST BDI• 612 980 1269 1560 1852 630 BOI551192 I550 1910 2Z11l16• l0'-5'(i26") PRECAST 498 -193 1021 R61 14% 10 r341B1 493 116 EII 1039 1389 1111 2034 2358 II'-4" (136") PRECAST BEE• 439 E96 899 1104 13M 1515 55B 666 535 905 1295 1595 15% 2198 12'-0"(144") PRECA5T 601• 400 631 816 1001 118E 1312 494 63 486 81B 1209 1514 1199 2086 13'-4'(160") PRECAST 5008 340 532 685 841 991 N53 302 39H 513 409 682 a04 1361 1631 1991 14'-O'(IE8") PRECAST 458• 316 493 635 11 8 922 10E5 286 MCI 546 3lB 629 922 1254 1561 181E ()16°) PRESTRESSE 243 295 459 591 124 B5l 990 N.R. 351 243 352 552 852 1 1156 1491 1142 IS'-4'(184') PREST 218 4311 553 6'11 801 925 NR. 321 329 542 191 1012 11 1 161E IT-4' (208')PRESTREE8 216 361 464 N.R. 255 2% 4V7 649 814 814 111 1121 1389 381 Al 913 401 490 5-0 661 19'-4' C23Z')PRESTRESSE r142 239 383 550 13fi 940 I16O N.R. 204 186 218 356 433 512 590 21'-4'(256')PRESTRE 212 336 4ll 63; BOl 993 N.R. 112 418 493 %a 22'-0T2647 PRES7RE55E 205 322 45l 6Ol 111 941 N.R. 16i 24'-0f288")PRE5TRE5S 2l 124 165 186 244 290 312 4O8 390 538 441 6B0 �5 833 N.R. 135 *REDUCE VALUE BY 2596 FOR GRADE 40 FIELD REBAR I ALLIED LINTEL TABLES MATERIALS 6 INSTALLATION I. retxr in precast Intel GR60 per ASTM A615 2. rebor in poured beotn GR40 per ASTM AEIS 3. Pr for precast Intels=4000psI 4. ft for held concrete=3000psi S. concrete mosolrl outs per ASTM C-90 mortar per ASTM C-210 type M or S E. colculotions b'I' Ridu 0. Newman, P.E., Riddle -Newman Engineering Inc. 1. shore all composite Intels 4" O.C. H. oll composite beams calculated with 1#5 in top of beam 9. safe loads based on nominal 8" bearing (4' minimum). 10. oil Inds shown in pounds per linear foot H. far lengthen not listed use next longer length Tar safe load FIELD REBAR a5 BR 40 w m F a, C.Mll. W Q CONCRETE FILL w FIELD REBAR j a5 GR 40 1-S 8'AC L!Qrca cr ml scat' rbs,.P. TIC (iw.�. L.v'C:`IJto F'CS 2rr-3 ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH UNFILLED 8"x8"Fjq14 8"x12" FILLED FILLEDFILLED 8"x16"0�33294 a"x24" a"x28" FILLED 8"x32" FILLED A -I 2110" 6549 10125 12000 12000 12000 12000 A-2 3b' 3838 5231 8552 12000 12000 12000 A-3 4'6" 2081 3361 461E12E9 8601 9924 A-4 S'10" 1128 1810 24833913 4631 5350 A-rJ 1'6" 902 1844 2542 4029 41911 5522 A-6 9'4' 65B 63E 1112 1534 1994 243E 2902 334E A-1 10'6' 489 483 841 11'10 1522 1851 2211 2556 A-8 11'4" 502 612 1125 1530 2002 2455 2931 3389 A-9 12'8" 421 488 900 1224 1604 19E8 2360 2121 A-1❑ 13'4' 393 419 114 1053 1381 1692 2024 2341 A-11 1413" 342 313 690 938 1233 ISIO 1808 2091 A-12 14'8" 308 334 618 842 1108 1352 1624 1819 A-13 Il'4" 212 28S 436 EII 808 988 1188 1380 A-14 19'4" 250 395 49B 850 1138 1408 1698 1980 A-15 20'0" 225 365 413 -04 1052 1300 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL N0. LENGTH 8"xa" 8"x8" S"x12" a"xle" a"z2o" a"x24" s"x28" a"x32" LATERAL LOAD UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 8x8 FILLED A-1 2'10" 3096 3150 9194 10000 IO000 l0000 10000 10000 4408 A-2 3'6' 1835 1816 5445 10000 10000 IO000 IO000 10000 2592 A-3 4Fi' 1018 I051 4224 5900 82113 9440 10000 10000 1415 A-4 5110" 5-15 B03 2380 3319 4300 SEIM 6166 1848 111 A-rJ 1'E" 345 310 1421 1918 2552 3514 3651 4600 661 A-6 9'4" 228 252 934 129E IEE5 21159 2542 2941 423 A-1 1016" 185 209 '156 1049 1341 1662 202-9 2-941 329 A-8 11'4' 303 333 652 91-1 100 1452 1151 2028 451 A-9 12'8' 241 282 615 160 991 1232 1464 1695 351 A-10 13'4- 253 253 510 103 892 1109 1303 1509 320 A-11 14'0' 225 324 413 652 824 1028 119E 1385 288 A-I2 14'8' 191 218 442 6O9 -�i9 955 110E 1280 262 A-13 174' 145 253 351 483 605 155 842 914 185 A-14 19'4' 184 214 3o8 42o 525 651 115 826 213 A-.15 2E111" 114 203 296 405 504 63O - 680 -06 19H III ;Ems s :.- oil EYyg j8 �e 00 �9B �s Cy) ; W ;HE p: till IN is'z nH�2 d€�S- revisions: Ntc d"vnl M. designed by N drawn by, di— design checked W. aww date: 01-22-01 sheet: A5.1 of: u 11 GENERAL NOTES GENERAL L LIVE IrOA05: ROOF: 20psF FLOOR 40psf STAIR 40psf 2. WIND SPEED IlOinph 3sec. gusts 3. ALL WOW TO BE IN ACCORDANCE WITH THE F.B.C. 2001 CHAPTER 1C, 4, ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE : L ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318 2, MIX DESIGN CRITERIA: ALL CONCRETE TYPE I PORTLAND CEMENT. (A5TM C 150) GGTMPRESSIVE ST�NGTH ®28 DAYS SHALL BE 2S00 pal FOR SLABS AND FOOTINGS AND 3000 psl ELSEWHERE-NON1. MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS: SPECIFIED NON -AIR AIR C0MPRE551VE ENTRAINED ENTRAINED STRENGTH (Pell CONCRETE CONCRETE 2500 0.61 054 3000 058 0.46 SLUMP -SLAB ON GRADE 5" OTHER 5° WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF A5TM C 33. 4, FIBERME514 FOR SLAB TO BE AT A RATIO OF .15 LBS-/YARD. FOUNDAT I ON5 : 1. FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 psf. 2. IF FOOTING ELEVATION OCCURS IN DISTURBEDJUNSTABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. 3. PREPARATION OF THE SUBGR:ADE TO FOLLOW RECOMMENDATIONS A$ OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2) HORIZONTAL. 5. CAUTION SHALL BE USED WHEN OPERATIC VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. I. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 5301 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 psl CONCRETE. (8' TO 10" SLUMP) 3. PROVIDE 25" LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. B. CONCRETE BLOCKS SHALL CONFORM TO A61M C-90 (25 DAY STRENGTH 7000 p.0 (F'n=1500 Pal), LAID N RUNNING BOND. C, MORTAR SHALL BE TYPE N. 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UND. wooD T 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRISSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRICTION. 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITIOK 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES : SOUTHERN PINE SURFACE5 DRY USED AT IS% MAX. M_ C. GRADE NO2 OR SPRUCE PINE FIR SOUTH GRADE NO2 S. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. (HIU[HES CONNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRICTION SHALL BE A MINIMUM OF V2' DIAMETER AND 6' IN LENGTH (ASTM A-301) WITH MIN. 1 IQ" DIAM WASHER UNO. 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPAGNGS SWMK OR IF NOT SHOUN, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8, ANCHOR AND NAILING AS SHOUK AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 9, ROOF SHEATHING: 1/16" 065 OR 1/2" CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS L CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED N THE DRAWINGS,. SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS INSTRUCTIONS. 2. FOR ANCHOR BOLTS USE HUGHES OR EQUIVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH 6d NAILS AT 4" ON CENTER R-19 NSUL.- V2" DRYWALL OVER DO FURRING OVER R-5 INSUL. WNDOW UNIT 3-1/2' CONC. SLAB WIFIBER MESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL I 8HPGL.ES OVER 15•FELT OVER 1/16. OSB. OR V2' CDX WOOD TRUSSES STRAPPED AS 5HOUN ON TId155 LAYOUT IX2 P.T. OVER bc8 CDR OR CONT. ALUM. FASCIA OVER 2X6 SUBFASCIA W/ CZINT. ALUM. VENTED 5OFIT LINTEL BLOCK W/I • 5 BAR PRECAST WITH (I) • 5 UMEN 6 FT OR GREATER PRECAST CONC. SILL MA50NRY FINISH OVER cm U BLOCK W/5 DOWELS SHOWN LOCATION5 ON FOUNDATION PLAN 2 ' 5 BARS WAIN WALL SECTION 0 WINDOW - CMU ONE STORY LIMITINca HEIGHTS EXTERIOR "1 STUDS SIZE STUD MATERIAL 4 Or SPACINGFA SUE STUD MATERIAL 4 O/C SPACING mAx HF. 1' X 4' SPRUCE, FIR 24. O/C 2' X b' SOUTE1ETdN PINE 24' O/C H'-0• Y X 4' SPRUCE, FIR I6' OK 2'X 6' SCUn ERN PNE 16"O/C n'-0' 2' X 4' SPRUCEFIR R' O/C 2'X.6'SGUINERN PNE 12.O/C W-W 2'X 4' SOUtHEW PNE 24= 2'X W SPRUCE, FIR T4.O/C n'-0' 2' X 4'SOUIHEM PINE 16.0/C 2' X W SPRUCE, FIR 16'O/C N-V YX 4.5=14EM PNE V.OIC 2' X W SPRUCE, FIR IT' O/C 24'-0' 2' X b' SPRUCE, RR 24' O/C B'-0" 2' X W SOUnEFdN PPE 24" 0/C T' X b' SPRUCE, FIR W' O,C I6'-0' Y X B' SOJRERN PPIE IW O/C 22'-0' 2 X 6- SPRUCE, FIR V O/C I8'4' 2' X W WUT14EFN FINE Q' O/C 26'-O' 2 - 2XIO BEAM UNLESS OTHEFWVE NOTED ON FLOOR PLAN 6° ANCHOR BOLT LINTEL BEAM WA • 5 BAR 6. CAI WALL MFM - BEAM HANGER PER PLAN S_ ame MBH MASONRY BEAM HANGER Q WOOD TRUSS STRAPPED '!n3■I■��6�� CMU WALL. 0=IVAVA ■ -_- III. �/._MPAFMMMMN ,- - ---- In Emmm Is • KW FRAMING 81 STRAPPING (NEEWALL OVER CMU NOTE: IF A BLOCKED DIAPHRAGM ZONE IS CALLED FORONROOF PLAN PROVIDE 2x4 BLOCKING . ALL PLYWOOD PANEL EDGES 4 NAILS • 4'Or- FOR BLOCKED DIAPHRAGM ZONE 8d NAILS AT 4' OL. OR 8d NAILS AT 6' O.C. OR EQUALIVALENT PNIEMATIC NAIL EQUALIvALENT PtVEMATIC AT SUPPORTED EDGES AND 9 I NAIL AT SUPPORTED EDGES BLOCKING AND 12' OC. FIELD .AND 12' C.C. FIELD FOR FOR SHADED AREAS OF ROOF OTHER AREAS OF ROOF TK' m 6EaTimY ( VY OPX TIP. 0 ®I ROOF SHEATHING NAILING RSN PATERN DETAIL 4'-0' FIBERGLASS R-15 IN5UL 5NNGLES OVER 6' FELT OVER 1/16' 0613 OR 1/2' CDX WOOD TRU555 'VVI/DTPAPPED LAYOUT V2- DRYWAL.L DO P.T. OVER 0(8 CDR OVER 2X6 SUBFASC[A W/ ALUM �A TgVAD VBNTEP SOFFIT VENTED DBL. 2X8 HEADER FOR 4'-6" MAX OPENING, O WINDOW UNIT AIiI■ tltl�l�l�U� DBL 2XIO HEADER FOR V-5' MAX. OPENING UN.O. 3-1/2' CONC. SLAB W/NBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED S COMPACTED FILL 7.4 6" 2 • 5 BARS JL WALL SECTION - FRAME WB ONE STORY -MONOLITHIC VIE" s *-Of- UU R-11 N514L. 2X P.T. BM PLATE UV 1/2" X 8' A.B. 32' O/C 1/16' 05B OR 1/2" CDX - NAIL SPACING _ INTEF1EDIATE FRAMING o. ........................... 44 (WSN EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL FLOOR FRAMING /'\(SI-IOWN e 24" O/C) FIBERGLASS RAS WRIL. SHINGLES OVER W FELT OVER V16" 0". OR Lam COX WOOD TRU55ES STRAPPED 9/T/U/D AS SHOUN ON TRUSS LAYOUT V1" DRYWALL DO P.T. OVER IX8 GDR OVER 2X6 SUBFASCIA . W/ CONT. ALUM. Vi' DRYWALL OVER IX1 R)RRNG VENTED SOFFIT OVER R-5 PtSULATIC. LINTEL BLOCK IM • 5 BAR MIL cm 3-VC 2 • 5 BARS WALL SECTION - CMU W'4 ONE STORY -MONOLITHIC b' O 10-10d NAILS WALL STUDS 4 HEADER 'C' VI/ H-10d NARb YI-I■� I� lu II TI � 1 MASONRY FINISH OVER CM BLOCK W/5 DOWELS S 004 LOCATIONS ON FOUNDATION FLAN tw (M e Qw- € p e W21 moo'` W W " - ROOF FRAMING MEMBERS (SEE CON4ECTOR CHART SC14EDLLE FOR TRW STRAPS) -DOUBLE TOP PLATE - VIE' 058 OR CDX PLYWOOD EXTERIOR SHEATHING 14AILED W/ I0d GALV. • 4' O.0 EDGES AND 11' CC, FIELD 2.4 P.T. WALL STUD UV (3) U1' DIA ANCHOR BOLTS TO BLOCK ci 10' DIA x 8" ANQKM 13OLTS EMBED 6' MR NTO FOUNDATION W/ 2'4'"'V8' U145HERS, LOCATED WITH N 6' OF EACH ETD AND 32" OC. MAX ELSEW4ERE 'N 5TRAP EVERY -V all I0-10d 20 P.T. BOTTOM PLATE OTHER STUD NAILS • BOTTOM OF WALL / HEADER 5TUDS TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.G. REMAINDER TO BE BLOCKED AT 'Jr." O.C. OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING Tp, E©'a FR4MING�g1,/A "�C WITH 8d COMMONS OR 8d NOT LftZEDDaGALYANIL`parr®S1 NAILS AT THE FOLLOWING SPACING: WW2 1) 6" ON CENTER AT ALL PANEL EDGE FRAMI 2) 12" ON CENTER AT ALL INTERMEDIATE F ING BLOCKING 0 48" O/C MAX. IN FIRST THREE FRAMING SPACES 4 96" O.G. THEREFORE FLOOR BRACING AT ENDWALLS PT. 2X6 UV in, DIAM 'J• BIX.TS • 48' MAX W/ 6' qJ,�7 5 SXBXI6 CTMU (TYPJ MN EMBED. (TYP) B' EAR oo o P.T. 2X4 FILLER CUINAILPD W/ 8-I0d NAILS o P.T. 2X6 W/ 1/2' DIAK 'J' BOLTS • 48' MAX LLV 6• . MR EMBED. (TYP) o � o DETAIL: TYPICAL JAMB FASTENING o OvERHEAD GARAGE DOOR ziJisLI,ynVB-v0� HESE REQUIREMENTS APPLY WHEN NDOW/ DOOR MANUFACTURER5 FASTENING IETHOD IS NOT SPECIFIED. PT Oc BACKS FOR U NDOW AND UCH U NAIL IU/ JOB DIA OR HEAVIER POWER NAILS 8. O/C AND 3" MAX FROM ENDS TYP. W/ I" MIN. EMBEDMENT INTO BLOCK- 2.) ALSO ADD 3/16' DIA SELF TAPPING CONC. ANCHORS THRU WINDOW/ DOOR FRAME EIGHT (8) NC44ES FROM ENDS MAX AND FORTY (40) INCHES MAX ON CENTER W/ I. MIL EMBEDMENT INTO BLOCK ATTACH WINDOW TO BLIC14 W/ •10 SCREUS MAX 8" 0/C AND MAX 8' O/C AND MAX 8' O/C FROM ENDS. PT 2X BUCKS FOR WINDOWS AND DOORS (ALTERNATED U INSTALL 3/I6' DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (a) INCHX ES MA FROM ENDS AND 24' ON CENTER MAX W/ 1' MIN. EMBED. INTO BLOCK FASTEN WINDOW/DOOR TO PT BUCKS wrn4 W SCREWS 8' O/C MAX AND MAX 8' FROM ENDS W/ P MIN. EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL (FOR PT BUM FASTHNNG AND 35 PSF RATNW V) U Z FW Q F- F O W JWJ� Q U J Z ; CJZw G fZnn V SYS' s=� E?e� $Y� 3 R SE?a saa ss� 00 g$s m €_S2 J M w bey 0 C 128�� G h It e e1t�6 Ali 8i j ! EF�o IeYfsxms: a"...W- designed by: nI drawn by. dmw design r�tlled:ed by. aww date: 01-22-01 sheet S1 Of: i t 0 2x4 LEDGER TO MATCH BOTTOM C 4ORD SLOPE OF SCISSOR TRUSS 2x4 BLOCKING • 48" O.C. ATTACH TO WEBS WITH CLUSTERS '9_" BRACE GF (2) 10d NAILS :TTACHED W/ 10d NAILS 4' OG. TYPICAL GABLE TRUSS WEB C SECTION SINGLE "L"BRACE DETAIL GABLE TRUSS SHEATHING 2.4 SPRUCE OR BETTER LATERAL BRACES • 4'-0' O.C. ATTACH (2) 16d TOENAILS �10d NAILS • 4' OG. 2x�F.T- SILL DOUBLE LINTEL • GABLE END W/ (1) 5 IN EACH COURSE 5 VERT. BAR (SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MA),FACTURER E.W.T. 0 24" Or- 058 SHEATHING 2x4 CONTINUOUS 16" O/G OC EA SIDE (TYPd CH 1 I 1/16" OSB - —4 OR V2' CDX SADDLE PROVIDE _ CONT. 2X4 NAIL CRICKET EA SID2.4 E (TTYP.) PROVIDE EACH TRUSS 2x4 BLOCKING MEMBER W/4 GABLE 10 10d NAILS Eq. GONT. 2X4 NAIL TO EACH TRU55 MEMBER ROOF TRUSS CHI TA6" SOLID ROOF TR1USS Ose OR 1/2" COX FRAMING SECTION THRU CHIMNEY CH INTERIOR CHIMNEY CH ICD INTERIOR CHIMNEY DETAILS 2x4 LEDGER TO MATCH BOTTOM 2.4 BLOCKMG • 48" O.G. CHORD SLOPE OF SCISSOR TRUSS ATTACH TO WEBS WITH CLUSTERS L' BRACE OF (2) 10d NAILS ATTACHED W) 10d NAILS • 4" O.C. TYPICAL GABLE TRUSS WEB SECTION BDOUBLE 'V BRACE DETAIL GABLE TRUSS SIMPSON A35 • V-0° Of. T4�• pgg OR 2x4 SPRUCE OR BETTER I!1 CAJC LATERAL BRACES • 4'-0' STRAP TIPE "0" O.C. ATTACH (2) 16d TOENAILS a OGJ IDd NAILS • 4. O.C. 10d NAILS a 4" O.C. 2x4 DRYWALL NAILER TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL NOTE: THIS INSTALLATION IS IN ADD171ON TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER UPLIFT • OF MTSI6 MIR Od NAILS MIN.' OF 3/16" FROM TRUSS STRAPS TO PEAT. TAPCONS TO CMU MANUFACTURER (SNFWN) (EACH STRAP) (EACH STRAP) 0-131 1 1 4 131-1460 2 1 4 IF AN "A' STRAP IS MISPLACED OR FORGOTTEN AFTER THE POURING OF THE LINTEL BEAM AT TOP OF CMU WALL THEN A SIMPSON MTSl6 CAN BE SUBSTITUTED FOR EACH 11155E0 "A" STRAP ITYP. U:ONJ PLEASE SECURE EACH MT$16 STRAP FOLLOWING THE ATTACHED TABLE AND ACCORDING TO THE UPLIFT SHOWN FROM THE TRUSS MANUFACTURER INSTALL ALL TAPCCN5 WITH 1-1/2" MIN. EMBED. LINTEL BEAM W/ (U 5 CONT. SIMPSON MTS16 ATTACH TAPCONS EVERY OTHER HOLE NOTE: TAPCONS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS M S MISSED "A" STRAP DETAIL LVOD TRUSS PROVIDE 20 Ga. GALV. FLASHING FOR TRUSS TO SIT ON 0 ROOF SHEATHING OVER TRUS'. (SEE NAILING ZONES) BAC104AIL W/ (2) I6d NAILS L' BRACE TO EXTEND AT LEAST S0. CP WEB LENGTH (SEE TABLE) 2.4 PANEL BLOCKING • 48" O.C. / FOR THE (4) ROWS IC TRUSSES — J// FROM EA END TYPICAL ATTACHED W/ (2) V d TOENAILS GYPSUM WALL BOARD A SECTION 2,11 P.T. LEDGER THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTING (I) 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS ' CONCRESIVE LIQUID LPL OR EQUIVALENT ') INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS SHOWN ON PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6' MIN EMBED. AND 3/4"7 HOLE INTO BOTH THE BOND BEAM AND THE FOOTING —TOP OF BOND BEAM `BOND BEAM W/ PROVIDE 25" (U'5 CONT. SPLICES (TYPJ FILLED CELL L g" CM WALL—� - (U 5 VERTICAL EPDXY GROUT 5 INTO FOOTING AN BEAM W/ 6' MIN. I OF FOOTER NOTE: EPDXY GROUT SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECGI'I MENDATIONS. MFC MISSED FILLED CELL DETAIL U O EA SIDE fTYPJ U.T, ar 24' O.G. CMU WALL CHIMNEY DETAIL CONNECTION RT-s. 1/16- 05B OR 117, CDX 7.4 D1AG. BRACE © 48' OIC. W/ (4) 10d NAILS • EA END • FIRST TWO BAYS TRUSS �10d NAILS • 4" O.G. DOUBLE LINTEL • GABLE END W/ (1) 5 IN EACH COURSE V2' X 8' WEDGE ANCHORS 32° O/C (1) 5 VERT. BAR (SEE FOUNDATION PLAN FOR EXACT LOCATION) 24" 5 AT 45" 124• O.G. PROVIDE (U 5 AT 48' O.C. VERT. AND (2) 5 BELOW EA POST LOCATION FILL ALL CELLS WITH 2500 P51 CCNC, ALTERNATE HOOKS IN FND. BRACE EXTERIOR SIDE OF WALL DURING 8" COMPACTION OF THIS AREA 5 • 48" O.C. 2X4 STUDS /r 16" O/C )III I2X4 DIAC�l BRACE 2X4 P.T. BOT. PLATE J-BOLTS A$ SHOWN STRAP EA- 'TUD W/-B- HURRICANE CLIP TO TO 4 BOT. PLA CMII WALL- 1/16 OR 1 1K A ill 6 WALL SECTION Q FRONT ELEVATION ECD EXTERIOR CHIMNEY DETAILS v SIDE ELEVATION 'L' BRACING REQUIREMENTS S71M7 SPACING NO L" BRACE (U 2x4 °L° BRACE R)1x4 L" BRACE (2) 2x6 'L° BRACE 11, 0'-0" - 4'-5' 4'-5" - 8'-0" 8'-0" - II'-5" 11•_0" - 15'-6" 24" 1 0'-0" - 4'-&' 4'-D" - 6'-10" 1 V-10" - W-I&' I V-10" - 12'-8" NOTE_ -L" BRACE MUST EXTEND AT LEAST — OF USES LEr•Kala 1 GABLE TRUSS "L" BRACE UV 10,1 AT 4" Or - (SEE SCHEDULE FOR SIZE AND LOCATION) — CONTINUOUS BEARING GABLE END BRACING DETAIL WIND SPEED Wo MPH, MEAN WALL HEIGHT UP TO 30'-0" SEE�PL= POST SIZE (U 5 CONT. PROVIDE OPEN HEAD JT. AT 48' O.C. FOR WEEPS GRADE AWAY FROM HOUSE (4)-, CONT. AS 2'-0' 3" AR SHOLLN j ALLL REBAR (TYPJ RW RETAINING WALL AT PATIO NOTE: BRACE SIDE OF WALL ADE(.lUA1ELY DURING COMPACTION FOR PATIO SLAB. LEAVE BRACES IN MACE FOR I DAYS AFTER PATIO SLAB 15 POURED ENGINEERING (Ql) 774-7 (Ne (407) W4-6477 ALTW P.O. 6D% 161613 OME SPWM FL 32716 THD J. NWERSM PEI 47519 4 (1 J (2) SIMPSON T522 (24301-b. max UPLIFT) or - (2) HUGHES RT22112 (2WOLb. max UPLIFT) or w GIRDER (2). SEMCO ADS-2 (3412Lb. max UPLIFT). !1 2x4 POST SEEIi- DOUBLET AN FOR OU16NTITY— PLATE bur rb r�^'n. or, P. IL EMBEDPIET7T - - (W�� j hr6�'a I_B rna V r"00,9 DETAIL for (2 S1r35 ITLI ION, _ For (IAI a GIRDE GU:. 81 U) _) F--WQ W W 00 W W ti Z in � J W U < Or— E =�5 revisions: aae: a�xbr- designed by: rd drawn b7r. dmw design checked by,. aww dab: 01-22-01 sheet: S2 of- 2X4 BLOCKING 0 24'0.C. TYP. ROOF @)OR@ ROOF TRU55 (TYP. LATERAL SUPPORT �AS PER '' a TOP OF FRAME WALL FIBERCsLASS Ti�JSS TRU55 LAYOUT (ll l2d lL5 TO ROOF TRUSSES) SHINGLES OVER C B 2) t2d NAILS (TYPJ 15• FELT OVER 2-2XIO UNLESS l/16. 0.5B. OTHERIU15E NOTED - 1/2" DRYWALL - 2 - 2X TOP PLATE WOOD TRU55E5 ON FLOOR PLAN W/ "0" 32' O/C STRAPPED AS 5HOUlN ON I/2" DRYWALL R-ii GATT INSULATION TRUSS LAYOUT TYPICAL STUCCO ATE 2- D STRAP TIES T/8" STUCCO OVER METAL LATH IX2 P.T. OVER IX8 R/S CEDAR FINISH) (ONE EACH SIDE) OVER 1O FELT RA OVER -L 0 70P OF FRAME WALL GDR OVER 2X6 3/8" Rr.". SAU.N PINE - 5UBFA5GIA OR 1/1" EXT. GRADE W/ Clow. ALUM' 2X STUDS 16" 0/G DRYWALL VENTED SOFFIT - SEE FLR PLAN DBL. 2X8 HEADER FOR STRAPPING FOR 4'-6" MAX. - OPENING, DBL. 2XIO WOOD POST 3 2" GONG SLAB HEADER FOR 5'-S" PER FLOOR PLAN W/FIBER IESW OVER 3 IR' GONG SLAB MAX OPENING UN.O. 2"X8" AB.LAT O/C 6 MIL. VAPOR BARRIER W/FIBERI"IESH ON WOOD POST AND 'Q' 32" O/C OVER TREATED WOOD POST CLEAN, COMPACTED PER FLOOR PLAN COMPACTED FILL PER PLAN FILL W/ MONOLITHIC WRAPPED W/5TUGCO ORB OR S7. FTG. W/ 2 • 5 BARS GONG. SLAB FOR POST SIZE INTERIOR PORCH ® OR - SEEOFLL O PLAN (SEE FLOOR PLAN) FOR POST 51ZE ; GRADE - _ 2 • 5 KEBABS - -" BRACING AT NON —LOAD BRG. N THICKENED SLAB AT SCP SECTION © COVERED PORCH EPP ELEVATION ©REAR PORCH POST B EXTERIOR WALL DETAIL K BEARING PORCH POST MONOLITHIC DETAILS SIMILAR ENGINEERING J Q W Q U O U : CL O Sas as f$� E?g� a: ''saas s�se N W a 0a £8E OYs sa AIM a.w ara."ey. designed by. rd drawn ny: d— design checked by aww date: 01-22-01 sheet: SP Of SANF'ORD BUILDING t)Rpr YhIFiSE PLANS ARFi;.t'.'r ACCEWrco FOR : -r.< .,. NaTp'SSUEd C' AND como `PiGNAjjY w;• `Fgi �Vkj SHALL BE a PROCEED WITH Y TO VIOLATE V45 $M3L►►A[\ c ANY OF THE PT FROM ,:�'FS, n NOR SHALL BUILDING kRRO & "%ASGE A CORREC- 0�H = EF 1GCQLCTt �t\ ,., = �aRLtCiTON CQAES. L"R P E UM ff ®��