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HomeMy WebLinkAbout154 Bristol Forest Trl - BR03-002944 -SFRPERMIT ADDRESS., CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR'f MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION , PERMIT # 0 DATE ( b PERMIT DESCRIPTION R Tft— PERMITVALUATIONj Q SQUARE FOOTAGE PI d r C:1't"Y OF SANF'C1RD PE}3 vITT APP13CATION Permit' •_, Job .Address: Description of Historic Distr dry` t r•,,`; < *.'. tun r<, ., , ... r Z> 11, l r Permit Type: Building Electrical l Iec tnical '° Plumbing Fire SprinklerWarn-i Fool _ Electrical: New Service — # of ,AMPS Addition/Alteration Change of Service Temporbar Poi€ _ N3echanieakt Residential ! f,.. Non -Residential Replacement New (Duct Layout LAC Energy Crib., Required) Plumbing/ New Commercial: # of Fixtures fl of Water & Sewer Lines # o£Gas Lines Plumbing/New Residential: # of V PerCioseis Plumbing Rtpair— Residential or Commercial Occupancy Type: Residential & - 1 Commercial Industrial Total Square Footage: ' Construction Type: # of Stories: # of Dwelling Uoita: Flood Zone: (FEMA forth required for < Rw cimnrt X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address Ylortgage Lender: . Address Architect/Engineer Address: Attach Proof of Ownership a& Legal Description) Phone: it License N irTr/. t III III el Phone: Fa-x: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has con -in teneed prior to theissuanceofapermitandthatallworkwillbeperfortzredtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AiR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicablc, )::ws r(po-lAingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL f i 9 YOU)., TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER (3R AT,l 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 r-cot&4 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, ni fe &I , i agencies. Acceptance of permit is verification that I will notify the ovmer of the property of the requirements of Signature of Owner/Agent Pnnt Owner/Agent's Name Signature of Notary -State of Honda Owner/Agent is _ Personall, Known Io Me or Produced ID AVPLIC AI ION APPROVED BY: Bldg Initial A Datej 7CcIJ'(. ondlUon\: Date Print unua icn i.*'w,-r3 ! rJ ,...' s JiltCofor/Agentj 0 Lk orName C6L Date Signature of No_-v-State of Flonda Date Contractor/ AQ,-::; Pers7", nownto Me or Prod UCCl: . Zoning: l t :::, - Initial & Date) I Initial & Date) NDA,,' f1 If ,R FD: litatial & Dat: CERTIFICATE OF OCCUPANCY / COMPLETION f f This is to certify that the building located at 154 BRISTOL FOREST TR for which permit 03-00002944 has heretofore been issued on 10/02/03 has been completed according to plans and specifications filed in the office of the Buildin Official rior to the issuance of said building permit, to wit as complies with all the building, plumbing, electri 1, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ` ZONING: Inspected UTILITIES: Water IDD'{ Lines In I]] T M Meter Set Reclaimed Water ENGINEERING: DATE APPROVAL FIRE: Inspected \ Sewer Lines In Sewer Tap Street Drainage Paved Maintenance 21 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 FEES PAID DATE AMOUNT 10 27 03 10/02/03 11/18/03 10/20/03 10/02/03 10/02/03 10/02/03 10/02/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 5 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 154 BRISTOL FOREST TR for which permit 03-00002944 has heretofore been issued on 10 02/03 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 buklding, 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-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 10/02/03 91.93 10/02/03 11.90 10/02/03 847.00 10/02/03 11.91 10/02/03 1384.00 10/02/03 650.00 10/02/03 1700.00 C4 OWNER BUILDING OFFICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL -INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #':`1 ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering OPublic Works OUtilities Fire n iQ OZoning OLicensing 'n CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) W d 3(o80D Fl'D ecf S CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 1 "c)-3-0' PERMIT #: - ADDRESS: CONTRA( PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire n III M4, J a plPubhcWorks M Zoding Utilities OLicensing Yl CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w f I 1 1 1 1 I + I Ii+ i i l CERTIFCATE OF OCCUPANT ' REQUEST FOR FINAL INSPEC 1 1 , 1 SINGLE FAMILY RESIDENCE***' f DATE: \'' 3._dL F i I 10A 1 PERMIT #: L- Si L% 1 Q'' v IBJ.. L I I ADDRESS: \ J y C CONTRACTOR: Q Ir fl g' a. 4 PHONE #: ( L\C0ei y 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 DPublic Works tilities t 2 CONDITIONS: OFire i I P OZoning n I A OLicensing n I A BEtCOMPLETED ONLY IF APPROVAL IS CONDITIONAL) w FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E0ELEVATIONCERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION Forinsurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 154 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 34, 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: El GPS (Type): 049' or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLEQ COMMUNITY UNTY 12029E & COMMUNrY NUMBER I SEMINOLNT NAME I FLNAME B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEREVISEQ DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4/17/95 4117195 X ' N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. Fl FIS Profile E FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1988 Other (Describe): — B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for whichthis certificate is being completed - see pages 6 and7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is differentfrom the datum used for theBFE 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 E No o a) Top of bottom floor (including basement or enclosure) 14. 1 ft.(m) d o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. o 0 o d) Attached garage (top of slab) 13. 9 ft.(m) E : o e) Lowest elevation of machinery and/orequipmentUJ a d servicing the building (Describe in a Comments area) 14.3 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 13.1 ft.(m) z mN o g) Highest adjacent (finished) grade (HAG) 13. 4Ito) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 a 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. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by hn , 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 1 / A CITY STATE ZIP CODE 320 E. SOUTH S+11% L 51fE. A A II _ .n ORLANDO FL 32803 SIGNATURE DATE TELEPHONE I - t, U III A II f II f, 10/04 (407)426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREETADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Polq Number 154 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN 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 ZoneA (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended foruse as supporting information fora LOMA orLOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The lop 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, ifavailable). E3. For Building Diagrams 68 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _, ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.1on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown, The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowners 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 ofmy lmowledge. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME CITY STATE ZIP SIGNATURE I DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete (he applicable item(s) and sign below. G1. The information in Section C was taken from otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state orlocal law to certify elevation information. (Indicate thesource and date of the elevation data in the Comments area below.) G2. Q A community official completed Section E for a building located in Zone A (without a FEMAassued or community4ssued BFE) orZone AO. G3. The following information (Items G4 G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6, DATE CERTIFICATE OFCOMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation ofas -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ft.(m) Datum: ft.(m) Datum: Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 34, 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 STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 39 LOT 31 SSR2, SF + 0 06° 4 T ' 0 Soar 0. 131 y, , 13.7 1.. e 30' GRAPHIC SCALE 6 / 0 IS 30LOT35 Q), A, J Q` ' QO O .0 13.7 110, N FSQpFFSlOD} `_~ OO Fti° y° yJ~ LOT 33 PI ' 'TJ• ° S . 4,FS N / J• h g coJ. tiG P/,•. Aj S0 V / c / y 0 iT SO 12.2 ILBe • ' 0 90et A, ok C9 CERTIFIED TO AND FOR THE Sr • \ ' J / EXCLUSIVE USE OF. COMMERCE TITLE COMPANY \ `r COMMERCE TITLE INSURANCE COMPANY Q CTX MORTGAGE COMPANY, LLC NOTE: LEGEND1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-20-04. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, I HAVE EXAMINED THE F.I,R.M, COMMUNITY PANEL NO 120294 E 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED 014 THE SOUTHWESTERLY LINE OF LOT 34 BEING N 54'23'11" W PER PLAT. FIELD DATE:) 10-10-03 SCALE: I" = 30 FEET APPROVED BY: WRM REVISED: L 1-20-04 CKB ABOARD 10-20-03 CKB T PLAN 09/16/03 SDO FIT 12-18-02 CKB BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION OCONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 FND 1/2" IRON ROD NO 10. (01/20/04) QFND NAIL AND DISC LO N6393 (01/20/04) 0 FND 1/2" IRON ROD AND CAP LB y6393 (01/20/04) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FOR1 BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA 1-7 JOB NO. ASM39648 DRAWN BY: AM R. MLISCATELCO JR. FOR THE S-06-203 12:S2PM FROM t, Permit N : Job Address: Description of Work: CITY OF &ANFORD PERMIT APPLICATION Date: Historic District: V Zoalug — Value of Work; S Permit Type: Building Electrical X Mochanical Plumbing Fire Sprinkler/Alarm pogl _ Electrical: New Suva — # of AMPS Addition/Altcration Change of Service Tempot>liy Po1c Mechanical: Residential Non -Residential Replacement New (Duct Layout &aergy aii Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage; Construction Tyne: # of Stories: N of Dwelling Units: _ Flood 'Gone: (FEMA form roquirad for o(ocr L.,a, x) PI rctt R Attach Proofof Owncrahip & Legal Description) 0w01M$.Name&Addrms: Centex Homes 385 Douglas Ave. Suite 2000 AlfamnnteySprings. FL 32714 _Phone: 407-661-2150 CooccworNamc&Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando, FL 32806 State License Number: EC0002494 Phone R Fax: Farr 4n7_-851-1226 Contact PersonJohn Findlay Phone: 407-851-1220 10ndin9+ Company ddre6.t Ion,a^c Lender: AJdFens Arehittct/Engincer: AddrWs Phone: I'aX: Applievion is hereby made to obtain a perrrtit to do the work and installauuns as indicated, I cenify that no work or installanon has commejic 4 pr_: , issuarscc of a permit and that all work will be performed to meet standards of all laws regularing construction in this jurisdiction. 1 undenEand chat a separdtcpelt .must be secured for ELECTRJCAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, andAIR`7)NDITlONERS, ctc. R: I txrtify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable io •: i el "unnpco --=don and Zoning, WARNING To OWNER: YOUR FAILURE TO UCORD A NOTICE OF COMMENCEMENT MAY PLESUI:I IN \; ,t iir. i•;, TWICE FOR D fPROVBMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FfNANCING, CONSULT WITH YOUR LENDER OR ANn17ORNEYBEFORERLCORDINGYOURNOTICEOFCOMMENCEMENT, NnTI('F In addition to the requirements of this permit, there may be additional restrictions applicable to this property thath,s cuunry, and there may be additional pcmvts required from other govemmcntal entitles such as water managc Acccptancc of permit is vtviGcation that I will notify the uwner of the property of the Signature o(Owner/Agent Uate, Print Owncr/Agent's Name S:;rature of Notary•Swc nr (IonAa Datc Own,:r/Agent is _ Pcrjpilally Knox„ w Mc or VK \7;ON AITI(OVEI) f1Y: Uldg: T_-, Guiiinb. Initial & Uatc} ibmature of Coniractnr/Agent nd in die public rrcorrs o: stilt ugcncics, or fcoc,.,! 4ecncias Uatc Char,?s Cannon / U — P Conuaetor Aprit's Name S gtsaturp nl't:r`ry-State of flon6 Dote bntractpr/Ac:-• is Pcnunui;, Kim t t ° t. ry++` t ,t ; ,t , • ..,.. s. >tT;t 1 AIR' !viz ta. tl icy R 3cxu*:^nl ft Initial & Uattl l ;._... I:D. Initi;ll K U tcl (list CITY OF SANFORD PERMIT APPLICATION Permit #: 03 — 2 `? 1,J /` Date: 4 ' " 03 Job Address: .3 S ,t P%sTd. /mod t*e.tf j% e L9 /Q /—4S r fFF. Description ofWork: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets I?, Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential I Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for nkher Phan X) Parcel #: / p ( Attach Proof of Ownership & Legal Description) Owners Name & Address: --t1 /4>/ 'rU T G Phone - Con tractor Name &Address: I _ i z ? State License Number: C, " C S 76 0 BO Phone & Fax: — l3 — S 7(2Z- Contact Person: C Phone: 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 repiil xmng construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN FOUR 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 requirements of Florida Lien Law, FS 7I3. SignatureofOwner/Agent Date Signature of Contractor/Agent Date L4'C1 Z" Z_4.4--t C/ Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date ignature of Nota y-State,of.FlotrdaDate Owner/Agent is _ Personally Known to Me or Contractor/Agent is ,"Ipersonally Known to Me or Produced ID _ _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions CITY OF SANFORD PERMIT APPLICATION 7 , Permit Job Address: DcscriptionofWork: 'CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: A& Zoning: Value of Work: $ &,70—______-_ Permit Type: Building XX Electrical - Mechanical _ Plumbing—__ Fire Sprinkler,/Alarm Pool — Electrical: New Service - # of AMPS _ Addition/Alteration ___ Change of Service Temporary Pole Mechanical Residential Non -Residential Replacement _ New (Duct Layout & Energy ('ate. Required) Plumbing/ New Commercial: # of Fixtures ___ # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential # of Water Closets _ Plumbing Repair - Residential loor Commercial Occupancy Type: Residential llerCommercialIndustrial Total Square Footage: d_ tic Construction Type: # of Stories: —,_ # of Dwelling Units: ^ / Flood Zone: _ (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— 09* O (Attach Proof of Ownership& Legal Description) owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE. , STE . #2000, ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name&Address: PATRICK J. KNIGHT/CENTER HOMES (SAME AS ABOVE) State License Number: CG C049689 Phone& Fax: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/ Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P.0.8OX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: l 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 COMMFiNCF.MF.NI . 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 l will notify the owner of the property of the requirements of Flo Lien Law, FS 713. CEP 18 2003 Signature of Owncr/Agent Date Signature t ractor/Agent Date PAT KNIGHT _ Print Owner/Agent's Name Prir Contractor/Agent's Name 003 Signature of Notary -State of Florida Date Si aatrc of otnry-Starr of rida Datc Owner/ Agent is Personally Known to Me or ContracmiiAgent is X XPersonally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg I' ['v _ ?Zoning --— — l!uliues: _—____--- FD: Initial & Date) ( Initial & Uate) (Initial & Date) (initial & Date) Special Conditions: -----_—_-- --_-_ —_- __ T-- _ 11{`.lv. City of Sanford Building Division I 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, slow 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 - Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. It. Square footage table showing footages: 1- Garages/Carports sq. 2. Porches/Entries „t sq- ft. 3. Patio(s) -- _ sq. ft- 4. Conditioned Stricture _ sq ft- Total Gross Area _ / gj_ 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 lmpact fee statement. e. Property ownership verification- f. Driveway permit issued by City Engineering Department- 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner- If electrical, mechanical, or plumbing pen -nits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date SEP 18 2003 caner/A cnt Signatur CFENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661-4089 www.centex-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jacke 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. KNIGHT CGC049689 STATE OF FLORIDA LOT J COUNTY OF SEMINOLE The foregoinIEpnf yt was acknowledged before me this iiLt by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. 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 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05019 PG 1481 CLERKIS # 2003166192 RECORDED 09/18/2083 02103:29 pM RECORDING FEES 6.00 RECORDED BY L McKinley THE UN19ERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT " 'PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description 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.lalllli COPY Name of Fee Simple Titleholder: N/A VIA-Ti° AIIgN' WIORGE G4_ : t G Cft GtllS COUNT 4. Contractor: CENTEX HOMES' SE tt ° ILE COUR FL RIDA 385 Douglas Avenue, Suite 2000 t Altamonte Springs, Florida 32714 1.:rRa Phone: (407) 661-2150 Fax: (407) 6614089 S. Surety: N/A Amount ofBond: N/A ` 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. Rigg OFFICE MANAGER FOR CENTEX HOMES, 315 DOUGLAS AVENUE SURE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUIVMNT WAS ACKNOWLEDOED BEFORE ME THIS SEP 18 2003 BY DBBRA A RIGGS.. OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION MWA 2721 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY PUBLIC JACK(E CAUVES My Go -- IVatary Public State of FloridamrnissionExpiresJanCommission #?' Ep()q g.} CC891727 1NVlowww 3 I UI f•9Z I B/5 0•,51 I 9' L 0•01 I I O Q z 00 Iz Q• 1 ortr i i f] W Q/ u9••L j 4 t•L 6 WAA•,9 UI N OI° ry LL a UI I•6 I s MLEM 1 & L _9VL •.9 3 m i- w F i' UI I QI •,L0 > j n> G Q9 sob ti E UI £-.6 E II•,5 a'oe•e ei•roLo I I QQ d z 9i .L•,E 3 04Z- /ZZ+1 4Z- /ZZ+) HSSZ HSSZ i 553z193 553?J93 x OI^FEZ 6-S A•5L OIL 101 m•,e 9•6 "4 ,9>L Q H h MANQ tu tu OwlA No i S 4 gj I 9•,6 9 d 0•,B IS I- rrL- 6 O jQ x a a pp m gMN,l1.Og0I0 gWIp WI qNq IPlMMOMNWq MI,hNMgMPwripMrgPMYw 4lLLE,M'tEuNdgWuowallV ( 8904'L99'L04 :zap N4NWI.YOMIp,NM'#TMMMNMgMYV.PM4MM11pN ggWwiY'MON MNSWk. 41Mp p'rpMiPb4g9.Npwwk•prl YpwVM\4Mq MMM/r.AgWglgrw•V MPqWIpIMJ 000Lo11n8 °uo.si aopueuo SNOIlb'n3 IOI I 1N1onwnyma16no049E Nb'I d J0 0I - SSW OH XB.LNBM (1J3I Jvr,-)) 8M QOW 4-49 a,oq 01•0L .A•,01 .A-01 ,01•LI VZ- /ZL*) (EZ- /IZ+) (EZ- /IZ+) HSEZ HSSZ (Z) HSSZ (Z) COUNTY DF 8EMINOLE IMP/CT FEE STATEMENT ISSUED BY CITY -OF SANFORD STATEMENT NUMBER 103-75722 DATE: BUILDING PERMIT t'llUXTY) 7'---` ----- ADDRESS: ------ --- -=---~------- r----'-' `-r- -r-'---- ----------- APPLICANT NAME., _ _ .._~_________________ LAHD USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU TYPE DIST SCHEDULE DESC. UNIT OF UNITS ^ / ROADC ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTOR8 i-1i01:.TH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0O SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: _ ^c... PLEASE PRINT NAME) DATE: ` 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 b `^ w 2-APPLICANT 4-COUNTY } U \» PERSQMG ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DOE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT,, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR 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, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULDBE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVEHUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 34, PRESERVE AT, LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE 'PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 34 CONTAINS 6000 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2352 SQUARE FEET t TOTAL CONCRETE 521 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 3127 SO. FT. t PERCENI OF CONCRETE & STRUCTURE TO LOT 48% t SQUARE FOOTAGE (UP 10 CURB) LOT 34 UP TO CURB CONTAINS 6550 SQUARE FEET t THIS STRUCTURE CONTAINS 2352 SQUARE FEET t CONCRETE 854 SO. FT. i INCLUDING (SIDEWALK/APRON) TOTAL SOD 3344 SO. FT, i LOT 39 LOT 31 I^-30' GRAPHIC SCALE 0 15 30 q Risr " 1 R/Cy OiQ O FS, BUILDING SETBACKS FRON T: 25' REAR: 20' v y( q ' C SIDE: 5' LEGENDCORNER: 15' BUILDING SETBACK LINE MLWPOB MINIMUM LOT WDTH POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE PREPARED FOR: x RIGHT OF WAY LINE POC OR POINT ON CURVE RECDEVOELOPMENTOFFICIALCENTEXHOMES x PROPOSED ELEVATION PO PLANNED PROPOSED DRAINAGE FLOW n OENOTES DELTA ANGLE I. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE L C.R. DENOTES ARC LENGTH DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC DENOTES POINT Of CURVATURE LS LAND SURVEYOR PI PRC DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM PCP PERMANENT PERMANENT REFERENCE MONUMENT PT CONTROL POINT TYP DENOTES POINT OF TANGENCY TYPICAL ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PER PLAT A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION M) MEASURED COW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION. FNO FOUND RP RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/WS/W CONCRETE WALK CSSIDEWALKC CONCRETE SLAB CHORD LENGTHFURNISHEDBYCLIENTANDISFORINFORMATIONALPURPOSESCPCONCRETEPADSO. FT. SQUARE FEETONLY. THIS IS NOT A SURVEY RB RAOU$ PLAT UOK NGR/W NATURAL GRADERIGHT-OF-WAY THIS IS A PLOT PLAN ONLY PGS PAGES I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 12117 C 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 34 BEING N 54'23'11" W PER PLAT. FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY. WRM AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8M6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICHONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1-663 JOB NO. ASM39648 PLOT PLAN 09/16/03 SDO DRAWN BY: LOT FIT 12-18-02 CKB MM391ASM39049.dwn. 9l17rAM 313:38 PM FOR I• / THE a FORM 60O A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 MR Builder: CENTEX HOMES Address: /- V BRIST L FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a_ Central Unit Cap: 37.0 kBtu/hr _ INumber of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1928 ft' c. N/A r 7. Glass area & type a. Clear - single pane 210.0 ft2 ` t 3. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 37.0 I Btu/hr c. Tint/other SHGC - single pane 0.0 ft, i HSPF: 8.35 _ d. Tint/other SHGC - double pane 0.0 fe 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 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 1058.0 W _ EF: 0.86 _ b. Frame, Wood, Adjacent R=l 1.0, 278.0 ft' _ 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 PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A I -IF -Whole house fan, IL Ducts T PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27478 PASSTotalbasepoints: 29112 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY- 12t DATE: SEP 1 R 2003 1 hereby certify that this building, as des' ned, is in compliance with the Florida Energ de. OWNER/AGENT:- DATE: SEP 18 2003 Review of the plans and THE S7specificationscoveredbythiswoe - `rFo calculation indicates compliance with the Florida Energy Code. o Before construction is completed R o this building will be inspected for compliance with Section 553.908 Florida Statutes. coA WF V BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32.0 44.66 0.94 1349A 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 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 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 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 D/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 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 1961 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 EnergyGaugeO/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 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^" DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 600A-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 Ll 563 5 3221 10256 29112 1 13085 3899 10495 27478 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1 .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. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 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 u 2. Single family or multi -family Single family 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ S. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1928 ft2 7. Glass area & type a. Clear - single pane 210.0 ft2 _ b. Clear - double pane 0.0 ft2 _ c. Tint/other SHGC - single pane 0.0 W d. Tint/other SHGC - double pane 0.0 ft2 Floor types a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1058.0 ft2 _ b. Frame, Wood, Adjacent R=11.0, 278.0 112 _ c. N/A J d. N/A e. N/A 10. Ceiling types a. Under Attic R=19.0, 1964.0 W _ b. N/A c. N/A I t . Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date.. SEP 18 2003 Address of New Rome: L' BRISTOL FOREST TR. City/FL Zip: LAKE MONROE/32747 Cap: 37.0 kBtu/hr ^ SEER: 12A0 Cap: 37.0 kBtu/hr HSPF: 8.35 Cap: 50.0 gallons EF: 0.86 PT, TUE STgrFo d a1 r O o NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr"`designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 P014 RIGHT -I LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-06-02 tog COMMERCE STREET, LAKE MARY, FL 32746-6206 Now: (407) 831-2665 Proiect Information For. CENTEX HOMES Notes: Design Information Weather Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 grAb Heating Summary Building heat loss 32751 Btuh Ventilation air 0 cfm Ventilation air loss 0 Stuh Design heat load 32751 Stuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coaling Area (ftz) 1928 4928 Volume (ft) 15424 15424 Air change§/hour 0.80 0.40 Equiv. AVF (cfm) 206 103 Heating Equipment Summary Make TRANE Trade Efficiency 7.7 HSPF Heating inputHeatingoutput 0 Btuh @ 476F Heating hemp nse 0 OF Actual heating fan 1200 cfm Heating air flow factor 0.037 cfnVBtuh Space thermostat Sensible Cooling Equipment Load Sizing Structure 24036 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total lens. equip. load 24525 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3032 Stuh 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 36400 Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.050 dnVBtuh Load sensible heat ratio 81 % Bold mft vwtues save h"n ,".w*uy o rddm Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wnghtsoft RightSuik ResiAerdim'"Ss_o6 RSR29013 2003.Mar26 o9:11A8 Page 1 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 17015 RIGHT-J CALCULATION PROCEDURES A, B, Cl D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job;1928 09-06-02 109 COMMERCE STREET. LAKE MARY. FL 32746-Q06 Phone: (407) 831.2W5 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15424 f? x 0.0167 = 206 dm 2. Winter infiltration load 1.1 x206 cfm x 32 OF Winter TO = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh ! 248 ft2 Total window = 29.2 Btuh/fe and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15424 fr x 0.0167 - 103 cfm 2. Summer infiltration load 1.1 x 103 cfm x 18 of Summer TO = 2036 Btuh 3. Summer infiltration HTM 2036 Btuh / 248 ft2 Total window = 8.2 Btuh/f1V and door area Procedure C - Latent Infiltration Gain 0.68 x43 gNlb moist_diff. x 103 cfm = 3032 Btuh eroceaure u - tqulpment Suing LOWS 1. Sensible sizing load Sensible ventilation load 1.1 x 90 cfm vent x 18 OF Summer TD = 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 Btuhsizing - sensible 2. Latent sizing load Latent ventilation load 0.68 x 50 afro vent x 43 grAb moist.diff. - 1474 Stuh Internal loads = 230 Btuh x 6 people + 1380 Stuh Infiltration load from Procedure C + 3032 Btuh Equipment sizing load - latent = 5887 Stuh Construction Quality is: a No. of Fireplaces is: 0 eoldhar c warder nave beta awmAy aveekaee Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr19'1t50ft . RiAlat-Sulte Residential*" 5.5_os RSR26013 2003-Mer-26 09:11.08 M Page 1 03/26/2003 10:21 DEL AIR 4 40?6614089 NO.34? P016 RIGHT -.I WORKSHEET6EntireHouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 3274662%Ph6m: (407) 831-266s Job:1928 09-0"2 MANUALJ: 7th Ed 1 Name ofroom Entire House FOYANIDIN BR4 KIT 2 Length of eked wall 198.0 i 42.0 R 30.0 It 11.0 It 3 Room dimensions 12.0 x 20.0 ft 13.0 x 14.0 It 19.0 x 11.0 h 4 Ceiings Corwlt Option 8.0 ft heaucool d SA It heat/cool 8.0 RI heall000l 8.0 ft heW000l TYPE OF CS HTM Area Load (fth) Area Load (Stuh) Area I Load (Btuh) Area Load (Bwh) EXPOSURE NO. HlU I Clg ft5 Htg I CIg ft?) Htg I Gg ftZ) Hw I CIg ftl H>g I C1g Gross a 14B 4,6 2.1 1288 208 240 88 Exposed b 12C 2.0 1.9 0 0 0 0 walls and C 13C 32 12 296 128 0 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 o 6 Wndomand a 1c 37.0 170 6283 32 1183 32 1183 10 370 glass doors b Be 37,0 40 1478 0 0 0 0 0 0 Heating a 9C 38,7 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 7L 20.8 0 0 0 0 0 0 0 0"` f 0.0 0 0 0 0 0 0 0 0"' 7 Windows and Nonh 20.4 18 363 4 82 0 0 2 43 glass doors NE/NW 39.4 04 2522 0 0 32 1261 0 0 Cooling EAN 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 128 8077 26 1326 0 0 8 374 South 0.0 0 0 0 0 0 0 0 0 Horz 0,0 0 0 0 0 0 0 0 0 8 Otherdoors a 100 14.7 9.9 20 294 10 20 294 199 0 O 0 0 0 0 b 10D 14.7 9.9 18 205 179 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 21 105a 4875 2179 156 719 321 208 958 428 78 359 161 e4med b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 278 876 325 128 403 150 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 01 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 1964 3231 A372 428 720 953 in309 405 209 3S4 465 b 0.0 o.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 6,0 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 r 0.0 0.0 0 0 0 o a 0 a 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; morn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 pertmew 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 0.0 010 0 0 0 0 0 0 0 0 O 0 0 0 doo(s) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 InfOtraWn a 29.2 62 248 7239 2036 52 1518 427 32 934 263 10 292 82 13 SuI>lloss+8--11.12 29774 5932 4162 1661 Less external heating 0 0 0 0 Lass transfer 0 0 0 0 Heating redistribution 0 0 0 14 Ductloss 10 2977 10 @A 593 IO#A 419 ICIA 166 15 Total logs= 134-14 32751 6525 4578 1827 16 Int, gains. People a 300 6 1800 1 300 0 0 0 0 Ap -1200 2 1500 0 0 0 0 1 1200 17 Sublet RSH gain=76..i 2•16 218511 3757 23,57 232SS ss external 000ling Less transfer 0 0 0 0 Coding redistril+ution 0 0 0 0 18 Ductgain 10° 2165 10 376 10° 236 10 233 19 Total RSH gain=(17+1e)'PLF 1.00 24036 1.00 4133 1.00 2593 1.00 20 Air requintd (cfm) 1200 1200 239 206 168 129 67 128 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vivr-Bg htsoR Rigt"u-ft Resialr "- 5S.06 RSt126ot3 200~26 09: r1a8 Z k 1!:WUealCw1wc20021t928119231W Page f 03/26/2003 10:21 DEL AIR - 4076614089 NO.347 0017 RIGHT-J WORKSHEETokEntireHouse DEL AIR HEATING,AIR CONDITIONING,R t09 COMMERCE STREET, LAKE MARY, EL 3274"208 Phone: (4137) $31-2665 Job:1928 09-06-02 MANUAL J: 71h Ed 1 Name ofroom GREATRM WIC MBR STHt 2 Length of exposed wall 34.0 R 0-0 ft 35.0 R 0.0 ft 3 Room dimensions 19.0 x 18.0 ft 8.0 x 9.0 ft 15.0 x 14.0 ft 6.0 x 11.0 ft 4 Ceiings Condit Option 8.0 ft heavcw 8,0 ft heatrcool 8.0 ft h0af/000l 8,0 ft heattcool TYPE Of CS HTM Area Load (Btrrh) Area Load (f3tuh) Area Load (8tuh) Area Load (BW) EXPOSURE NO. Htg Clg ft H(g Gig fth Htg Clg R') Htwq Clg R') Htg Gig 5 Gtoss a 146 4.8 2.1 272 0 280 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 04 0.0 0 0 0 0 6 Windows and a IC 37.0 32 1183 0 0 32 1183 0 0 glass doors b 8C 37.0 40 1478 0 0 0 a 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 7L 20.8 0 0 a 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Window3 and North 20.4 8 166 0 0 4 82 0 0 glass doors NENW 39.4 0 0 0 0 0 0 a- 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 47,4 64 3051 0 0 28 1326 0 0 South 0.0 0 0 0 0 0 a 0 a Horz 0.0 0 0 0 0 01 0 0 0 8 Other doom a 100 14,7 9.0 0 0 0 0 0 0 0 0 0 0 a 0 b 100 14.7 9.9 0 0 0 0 0 0 0 0 0 a 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 140 4.6 2-1 200 922 412 0 0 0 248 1 t43 511 0 0 0 exposed b 12C 2,9 1.9 0 0 0 0 0 0 0 0 0 a 0 0 walls and o 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 a 0 a 0 0 0 0 0 0 0 0 e 0,0 0.0 a 0 0 0 0 0 0 a a 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 2.2 304 516 677 72 122 180 210 356 467 88 112 147 b 0,a 0.0 0 a 0 0 0 0 0 0 0 0 0 0 c 0,0 0.0 0 0 0 a a 0 0 0 0 0 0 0 d 0.0 0,0 0 0 0 0 0 0 0 0 0 0 o a e 0.0 0.0 0 0 0 0 0 0 0 0 0 a 0 0 1 0.0 0,0 0 0 0 a 0 0 0 0 0 0 0 0 11 Floors a 22A 25.0 0.0 34 881 0 0 0 0 35 007 0 0 0 0 Note.. room b 19G 1.1 0.0 0 0 a 0 0 0 0 0 0 a 0 0 perimeter c 0,0 0.0 0 0 0 0 0 0 0 0 0 0 a 0 is dir4 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 a 0 for stab a 0.0 0.0 0 a 0 0 0 0 0 0 0 a 0 0 rioors) f 0.0 0.0 0 0 0 0 0 0 0 a a 0 0 a 12 lntiRration a 29.2 8,2 72 2102 91 0 a 0 32 034 263 0 0 0 13 SubtoW loas=6+8.,+11+12 7081 122 45M 112 Less mmernal heating 0 0 0 0 Less transfer 0 0 a 0 Heating redistAbWon 0 0 0 0 14 Duct I= 10 708 10 12 101/ 452 10° 11 15 Total loss =13.14 7789 134 4975 123 18 w gains' People ® 300 4 1200 0 0 1 300 0 0 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gale-7*8 .+12+16 6086 160 2949 147 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redr3trftdon a 0 a 0 18 Dud gain 10 609 10 16 10 295 10 15 19 Total KSH gain=(17.18)'PLF 1.00 6605 1.00 176 1.00 32" 1.00 162 20 Air required (c") 205 S34 S 9 182 162 S 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VVrl- tijj"1t5AZ> t RigW3UfteReeldeno -S.5A6RSR28013 2003-Mar-26 09A 1% 1045, Page 2 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9018 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 3274642M Phone: (407) 931-2665 Job:1928 0946.02 1 MANUAL J: 710 Ed. Name of room 8112 BTl-12 BR3 LNORY 2 Length ofexposed wall 13.0 ft 0.0 ft 25.0 ft ft 3 Room dimensions 15.a x 13.0 it 6.0 x 0.0 ft 15.0 x 12.0 It 10. 7.0 z 0.0 ft 4 Ceiings Condit Option 8.0 ft heat/cool 8.0 ft heat/cool 0 ftl headcoot 8.0 ft heat/000l TYPE OF CST MTM Area load (Bah) Area Load (Bwh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Kto I Clg M Htg I Ctg 111 MNq I CIg ft') Htg I Clg f) ft C19 5 Gross a 148 4.0 2.1 104 0 96Exposed01202.9 1.9 0 0 0 walk and c 130 3.2 1.2 0 0 112 58 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 o f 0.0 0.0 0 0 0 0 6 Windowsand a 1C 37.016 591 0 0 16 591 0 0 glass doors b 8C 37.0 0 a 0 0 0 0 0 o Heating o 9C 38.7 0 0 0 0 0 0 0 0 d I 37.0 0 0 a 0 0 0 e 7L 20.8 0 a 0 0 0 0 0 0 f 0.0 0 a 0 0 0 0 0 0 7 Windows and North 20.4 0 0 01 0 a 0 16 0 630 0 0 0 0glassdoorsNFJNW39.4 16 630 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 0SEISW47.4 0 0 o 0 0 0 0 South 0.0 0 0 a 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 a 0 8 Otherdoas a 1010 14.7 8.9N. 0 0 0 0 0 a 0 0 0 0 0 a 0 18 0 285 0 179b14.7 0 0 0 0 0 a cO.a 0.0 0 0 0 0 0 0 0 0 0 0 0 a 9 Net a 14B 4.6 2.1 88 406 181 0 0 0 80 309 165 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 a 0 0 0 a 0 a 0 walls and c 13C 32 12 0 a 0 0 0 0 112 353 131 36 12a 44 partwom d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 a 0 0 0 0 0 0 0 0 0 10 Ceilings a 18() 1.7 2.2 195 331 434 48 81 107 180 305 401 70 119 1S6 b 001 0.0 0 0 0 a 0 0 a 0 0 0 0 0 c 0.0 0.0 0 a 0 0 0 0 0 a 0 0 0 0 d 0.0 0.0 0 0 0 0 a 0 0 0 0 0 0 0 e o.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f OA 0.0 0 0 0 0 a 0 0 0 0 0 0 a 11 F1oor3 a 22A 25.9 0.0 13 337 0 0 0 0 26 674 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 0 0 0 0 0 is dnspl. 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 a 0 0 0 0 a 0 0 0 0 0 afloors) 0.0 0.0 0 0 a a 0 0 a 0 a a 0 12 Infiltration a 292 82 16 467 131 0 0 a 16 467 131 16 525 148 13 Subtotal bss+8. +11+12 2132 81 2759 121 a Less endemal heating 0 a 0 0 Less transfer 0 0 r.« 0 0 Haating redistribution a 0 0 0 14 Ductloss 10 213 10 8 109 276 10 121 15 Total loas =13+14 2345 90 3035 1331 16 lint gaols People 900 0 a 0 0 0 0 0 0 Appl. 0 1200 0- 0 0 0 0- 0 1 600 17 Suw RSH gain=7+8..+12+16 13T7 107 1458 1127 Less extwnal cooling 0 0 0 0 0 0Leastamer0a n. 0 18 Cooling redistribution Duct g2, 10 • 0 138 10 a 11 10 0 148 10 113 19 Total FISH gain=(17+18)'PLF 1.00 1315 1.00 118 1.00 1604 1.00 1240 20 Air requl2d (dm) 86 76 3 6 I'll 80 49 62 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvmgj '11tm.o RightStW Residentiall"S_5.06 RSR29013 20034W-n09:11:09 AG51 E.V11ea1Cenfex 2002N1928119Q8.r>y' Page 3 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9019 i RIGHT-J WINDOW DATA6DELAIRHEATINGAIRCONDITIONING,R Job- 1928 09-06-02 109 COMMERCE STREET, LAKE MARY. FL 32740.92U6 Phone: (407) 53 t-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 FOYILIVIDIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 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 47.4 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 47A 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 1'T1C« in I 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 39.4 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 WI"Igh1r50ft RiQIRSUU ReSkkm ial"" 5.5.08 RSR2W13 20ai4tsr-2609.11:00 OM F-4Fiee0wt6x2002Xt92ffil9 .rsr , 0 [LWl .. • , r — 0 4 3 2 t 1,VI IMC4 111k(1 wrtJwfp4rL no roR ,e• WORE OW& REVISIONS a O'EwR,*w.iO CV4 wxw eCTR6) REV. N0. ZONE; DATE: ECN NO. APPVD: DESCRIPTION r! }_ t 92 11/OO - MWW OTY (1) WAS (2) FOR TRACK BOLT I `"u W 01 C `ZAT2 wmzo"TK TMWt W OOT K 20 fw wK CND SMLS ATTAM-0 TO DOOR Om eLtTALNA (1O SNO vLLN Y .L G OKY, M MAC eIUOItT. ASTOK TQ WO00 J.W IRT.1714tl-0 e . WOOD W 1041ft LISTED 0 AYAtAr.T Ae AN onaN t I f MM •C. .... n.n ..eu yy ! r 2' pKv, 119f . t• wN• tMCA TwCRNCti, OeO• U , 3 ! rwh1001wEs> m y m. 2-,/3•.0 a n.v. mn r,aoc eRActttT. rw LAC"* t°e J.`t;1.Z.7t i (•) tMfx MAf Of RN LOLC des n wR Ta waRr I. REPORT#9606C `"°"°"'K CC . z J' m G Y-a.Ra YUR I t,..et I SOSM W.L Iw u3-1w •••+, u na.ju KCro.. M) wow wclAAO/iarML OlJW Xm WOff roNaN DOOR WOT4 . We'-O'0: e n. ntv.mue TAIIYq ICK11[ urre_.reu.r .werrwnwtyu=v "- uYr A lE , IRONr IRAI.t wRti Y.V. 00046 04A 7'- OS•NiPwco saT 0/ (eJISC awt CwDMw . 'aLRwal RLOUe1CD. W xRtet Wi K COUI/1Dt21wNS (^u I. CGTW Ow OY171Df WNACC (our No K04YD( f0 IIOMO[ A itvM 1a MRw0 CT01 YOYtDw6 OY DOOR MfTNiG1 (TO LWI) 2YIIPACL MOIKORK J. M OR ROC 1R"SICA LOW. 20 G LW. GUY. am END F" 2Ae T61011 IIIL J..0 2• ,w CR Lm 20G "V. ,Tm IIrG. sTRc 8 o Do" Srrmdaml6.1 WS - I G OKr 11MGt MAOjjklaTbmbJ.1r 21 CA. we. SRIt /W((4' PAN RW SCACO "M ONC $/, PQ / I.atT. 2.M CO.ITO YI1N V.. LnN, (10 SCAorS 101 LRD L e N { (C-r0 G. LVAw,iwO, oARED. PRe+fA. Olt 24 CC200WS ([WOOD Id Yw 00"WC) OR 7/,f' 4p Rpywp AND A eAN(D-ON OI.YCdrG SAM" urtw CNO.OLs y WCON RAt/Ow Om ) (2.000 / PTA RO4iN) yyyKKK TWOO.T AIILI[O TO e0M O wjn%o'4 TUCA A4` I[nflt ( P y td 1 SWte 0/ MEL WK 12 G OKv, STTiL TOP ONE 1.0 L41 ON O.A. w.. RLbRR RfOYRTD 2' rXv. SRLL 7R.CK /AeTd[D r0 AMR.) NTiw T.tYAwf• aR1tD1RJ wY K LVYRTfAWwc ,3 G fxv. STm toot r%yu) STtLtEAaSatorDWR. (WT Ror IYO,RPCD) TO IW+,K A Muw TRACR ATr 10 •s 1 14.0(e' we woLwnwo euvAn;. wORTiprtAA •Vie W RDr OK 1/4 ee06T a 4 1 . s • $adt KA DO "a S" w W JONIS. CRlw7. TRwmot (DW. OR wo 1/4. %% Worm J 0YRt1C Rm0 VIMER0 2' Ow SwORr. MY. 10 &%L StVA ROLLA CJi 14 WGtLNOL [ALw Csw 4i41 .-•m_TM YMR M4fWK3D. P.C. RIp j( NTM ooro mw N •••w eve rw errreu c-c {1aAG P.C. I.444e y+ SIIEL7 Ai CAMS • Y41,O1 MANO.L f1Rt NORM CvmwA PA /S= r rAu U-e.R a (q t • a 4 ttV %ce wDESIGN LOADS: +24.0 PSF k -24.5 PSF 30TOILY. QT r.M/O swcx 0.w n TM OCAQI a/ TN[ FYPORI,NO TTRVCIURLL DO•ENTS 1 ww, TTta,srRDane w NOR OVrppC OF so[ 1t M aa/o.a et)0 o/ 1M PRO/T D W A CUOC WLT or TEST WDS: A+36.0 PSF k -37.0 P OF SF J' — 0' tA3L . 20 G aKv. S1CCL Y-WIS MD NVIDt[ DO[A. "TIA CL VALam awls MR 2CGOe YRm am tit J L w A 2-,-2-, A1YTAn DL Two u-aa SMt Lwa( D.O.Otl Tt4S VANVIC. wt.w.Rrmrw PART NO.: - / 7- 1/e' ON e0Tr0Y IECiON, V_" OR mw YRO vanrlk K000N CTC.). EAot U-" ATTACNW TRAM W marm um" SLOW oth mo.. IDEAL 112 EaeRrt A Ub ,2pq i "M 14 4' sar T~ screws Loa a tin6"""/^'" "' ,e"" WTOLERANCES .. C"dn o 45202 I[ A LOGTKX OOM r earn R+Laeo Tr. Ra 1-)}p.(p,-I000 p V.. i.w4, r•.w..r ww .0 . t.OJ e1a1 s1oesmn. Pm N4. 1-SIS-Tk-121C Z r nD. • • nRv ` AOLl ,lei „ ,L F.- T. 00 r.OtS DESCRIPTION: MODEL 6RST W4 16-0 R 6-0: 24/-24.3 DESIGN LOAD w..w..., ,+w •000 . z.Dos I) G GLY. nTn Borrow eA4XV. e.L+w ti rAn/rw...r.. ..r OQOD . 2.001 DRAWN BY: BMM DATE: 4/16/00 SCALE: NTS OWC. ATTACMCa " Iw UI /Itee/e' SMlII wRK fCAl1q. ' > ++e"r wrnu.e. T Wm CrTnwaR : t/2' CHECKED BY: MWW DATE: 4/16/00 SHEET 1 OF 1 SIZE a MNTL OuMG5110. ry iMIto M91° « uew. SwtM OMrvb. O/ PrDleetl0n awC470Ns AAL w wCA,Et. DWG. NO.: 102136 REV. NO. 1 CD CV cc C1 GL; y(ODF! OESICNA71ONThermo—TN An —Swing Door Wand %r OrneeSystem w,) aAjuM MRAII NOMINAL S17E• Single up to 5'4 x B'O w/wo bids,'1••s Double up to 8'4 x s'0 r/wo sidW&Sy• M! CONaGURATIONS- X, Ox. XO. OX0. V. OxXO rrmn I DFSCRIpnom The hood and aids jambs are 110`19010intPins measuring a min. 4-9/16' rith a ':/2' rabWed stop. r 3/ 1e' TAPCON Y ANCHOR! t/ 2' DRYWALL\... tr MASONRY LWA 1a2IytnNojZ1YFP1Ey o e • 2-1/1 J s f} PFW eS o j lEAO ,IAMB o i tp zr suB-txrcx nPSIGN PRESSURE RATING: MAX to* O.C. Single Positive. 67.0 PSF Negative 67.0 PSF qn .a '. Single with Sidelites Positive 60.0 PSF Negative 60.0 PSf N Double w/wo Sidelites Positive 47.0 PSF Negat;w 47.0 PSF g NX, h WE ANCHOR 3' MAX is' O.C. 1/2' J)"ALL 1 s 2 f1RRgIC y F 7 MASONRY LrnEl taDD a i 4 . .. 1d r tx By .. s In I 4+ gym n .• •.VJTTR V. C 3/16' TrxoN n t a S.. net. 2) 6a M CONCRETE MASONRY BLOCK NEAR ,wMe a, ED (+ _ e.• Tofx sue-euat a 1/ 2' 0R,1,Atl J Ix NXX 3/16- TAPCON @ 1 x 2 FIRRA2 ZtAJ y5 42, 11 r+ rAu TYPE ANCHORL.Cx x2 M/ONC •' Ug A..,... ElcorArcoHorEOUALti 235 Ls. SHEAR RAW) s/1r LwCO+v N 0 See note20QZ73/ te' TAt•L`ON — .3' MAX. ••t _1/,' If1N. X io ` ' .7YPE ANCHOR SHIN SPACE e d WRTICALSWEWa3re . '•' j w TO Ix SUN-&" t'1no NOh' 1. This syitsm has been evakAW for was in locations rdhsring to the Florida Building Code s vER7" SIDE = MAD and rhers pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings Ix SLO I 1/4•'w and Other Structures do not exceed the design pressure rotings listed herein. as 2. For installations »hen the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub - sections 7707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' engogenent of the Topcon into the masonry wall is obtained. 6,3. 66+.3tu, DATE 4/ 3/02 SCALE N. T.S. DWG_ ". W. L.N. CHILBY: R.W. DRAWING No_ . T-02201 sN¢T , ar t MOOf1 DESIGNATION: Thorrmo-Tru Out -Swing Ooar Wood l!rQm*9 SYSI&M WIMUM OWN&L NOMINAL S17 Single up to 5'4 x 8'0 w1wo sid.1 too 3' MAX 78' O.C. 31CN PRESSURE' RATINC n9I# Single with S;dot;tos Positive 67.0 PSF Negative 67.0 P;F Positive 60.0 PSF Negative 60.0 P3F Dovb4s up to B'4 8'0 /o skW;t" oub)e w1wo, Sidelites Positive 47.0 PSF Nogotius 47.0 PSF I 100 irt*giF COmnQVIIATIONS, X, Ox, X0. OX0, )a. O)Ccc LA rD,RAI DIISCRIPTION, 71e hood and side jambs we rmKor)Pint p;no rnsas.fing a Min. 4-9/16' with . 1/2' fO"Ot*d Stop. 4 MASONRY UNTEL cd MASONRY t 8 x 2, PFH I j - MEAD JAMBED Ems. 25' MAX SHIM SPACE EYFMOR ItJ JS x 2-112- PFW WS imTER)OR 15' MAN. C-SINK IF 3/td- TAPCON * 1 2 lIRRWC -Z QL'i pr ANCHOR -3- MAX IsO.C. 0O j8 rDAMALL 1x 2 Filliftihic CC CO Z UJ (L DRYVAU3116IAPCON ANCHOR N,—Ix 9Lc( III A= in as t .25- MAX SHIM SPACE nfrERM UP f1mgm / L.- J9' yQG TYPE ANCHOR k, 6 L 19, zAU: V%07,- BUCKUksomrrBLOC,( .25* MAX. A., r, SHIM SPACE (b 'a To 3118TAPCON TYPE ANCHOR woow" t ELCO TAPCOH OR EOLIAL 3116' TAPCON 235 L9. SHEM FATING) TYPE ANCHOR 0 cr 0 ix 15' ON. U 2 PRRING C- SINK DRYWALLI . 2 F? RRINC LL SIDE .WHO Ix BUCK BM' 1. This system has to" ~)wW*d for use in focc,tions adhering to the Florida Building Code and when pressure requirements 02 dotom;noc by ASCE 7 Minimum Design Loods for Buildings and Other Structures do hot exceed the design Pressure ratings listed h*ro;n. DATE: 4/3/02 SCALL N.T. S. 2. For instaliations where the sub -Duck 12 Jess than 1-1/2e (F9C section 1707.4.4 Anchorage Methods DWG. Or. W.LN. and sub-wGons 1707.4.4.1 and 7707.4.4.2) Tip -Can typo concreteanchors must be used and the CHIC BY. R.W. length must be such that a minimum 1-114* ongogorment of the Topton into the masonry wall is obtained. DRAWIW NO.: 3. When using a IX sub -buck a 6-9116' jamb is required to allow for min. edge spacing for To on typo anchor$ T-02203 mm I or I 4 1W LAOOFL DESICNATTON: Thermo-Tru In -Swing / Ott -Swing Door Wood Frames System uArlMUM OV Rut NOMINAL SI7Fr Singlet up to 5'4 x 8'0 +,'Iwo sidelites Double up to 8'4 x 8'0 a/wo sideRee y;UBLF CONFICURAZjONS.• X. OX, XO. OXO, XX, OXXO - .. N u D-RIPTION• The hood and side jambs ore fingerjoint pine measuring a min. 4-9/If' with o I/2' robboted stop. DOU&Z 2X HEADER I/T' aRt'wALI Seerwiewec ba.,: I It,.•:. 2. NE4= t ZX STUD a 2X JACK STUD rr I/2' DRr1YAIl 2.4 Pn+ w5 1 C-SMK SHEAnow V 23- Its. SWU SPACE b vocrtcu. SIDE ,uue o IAS' ASK T EMS. f b6 DESIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with SideRes Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF w I--w 14 mT --y bi SINGIF OR DOUR F DOOR WITH SIDELITES NO ' This system nos been evaluated for use in locations adhering to the Etorido Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.gs and Other Structures do not exceed the design pressure ratings listed herein. e0.5e4.se31 akM 4/3/02 SCALE KTS arc. at., !:LA CeeL er: IM DRMr lc ere. T-02202 ate* ori THERMA oTRU® FIBERC SSICr"SMOOThf STAR' &&WIWL9"SINGLE AND DOABLE WIE wour>sloslrEs. INsuLATrD FIBERULASS DDOR WITH wnoD FRAA4Es. I. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MMMI-DADS COUNTY, 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SWILL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR MIAMI-DADE COUNTY. 6. M1AM1-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELfTES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. to Face sheets: Fiberglass ovg. min. yield strength Fy(min.)-6,000 psi SmoothStor - 0.070 minimum skin thickness FTberClossic - 0.110' minimum skin thicknessCoredesien: Polyurethone foam core, withl.9 Ibs. density by BASF. lion; ;The ppoo el skin is constructed from a 0.070' IhL to mo rng compound (SMC. The interior co ily is filled with 1.9 Ibs. density 84SF polyurethom loom. The ppoonet face sheets ore glued to thewoodayespnadd [oils. 71nr LA latch stile s naaforced with o mod lock blockmeasuring2.375 x 14.0 long at the strike and deodboll location. The hingexWisFrgerJointedPineandthetopandbottomrailareofomodcompositemateriol. In the double door oppfcahan the inod" door is rdled with on extruded aluminum astrogol (Wind Jomber 0) of 6063-T6 alloy. The /rome is constructed from firjointed pine. The header is Ian o the side japmmbs with (3) 16go. 1/crown x 2 long stoples at each side. The mufliorns ore secured together in a sidelite application using /8 x 2" lon9 PFH Wood Screws (6) sey"m per each mullion. The unitsuseonInswingSaddlethresholdmeasuring5.75' x 1.-W 1 rn : The sidelite panels ore sorewirh glazed o twoPiece up Art come. Iney are dry glazed on the extenor wdh 0n1 8 thk. cellular pW erg tope (Slit' -II Tope) caulked with slcnne. The RE frames are held D"tF*r wd d /8 x i f/2 long Plascrew. TABLE OF CONTENTS SHEET IJ DESCRIPTION 1 TYPICAL ELEVATIONS k GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS do NOTES 5 ANCHORING LOCA IONS h DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAILS 7 UNIT COMPONENTS B BILL OF MATERIALS k UNIT COMPONENTS 37.5" MAX. OVERALL WIDTH 36' MAX. PANEL WIDTH rg x W W a o o 13 O oror o 0 Z o N b N all1 L SINGL SWING UNIT 74.5 MAX. OVERALL FRAME WIDTH - 36.625' MAX. rPANEL WIDTH --I FAR eo F11 105.5" MAX. OVERALL hfiAMt Wnunr+ 36.625' MAX. 15.5' MAX. IASTRAG D P FRAME WIDTH I 13.75^ MAX H DESIGN PRESSURE RATING UNIT TYPE WH WATER INFILTRATION RE IREMENT IS NOT NEEDED SINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF WITH SIDELIT55.0 PSF - 55.0 PSF 68. 5' MAX. OVERAL, 36' MAX. PANEL WIDTH D 1! Ili ICI 7. 125- MAX. D. L.O. WIDTH 15. 5' MAX. FRAME WIDTH 13. 75" MAX. WIDTH 7. 125' MAX. D. L.O. WIDTH 813. 6m.3831 AT 10 . D YLDe a il i an er: N TJF MA_ +,- A. # era. erDRIOMa Rri 5- 2151 1_ar_ MAS}IR F ice; xU 6lu W z INT RIO a xQ N 0' 1 n 2 DOOR PANEL p op. 42 D O' p°pa 43 o o SEE NOTE 5 SHT. 4 xU 41 SEE NOTE 1 SHT. 4 Z 5' MIN. a CLASS THK. a o a INTERIOR aEXTERIORotOxo250 in FOAM CASKET k co SILICONE CAP BEAD p ' ' o. ' N 6 0 o4'p 1.68' MIN. 1 p PANEL THK. R.`:o.0 42 40 o — _ LE SEE NOTE 5 SHT. 4 813.684.3831 WE. 08/10/0 na EI/2' om m: TJH cNc K: RW DPAMFL,O!R k R, s 2151 r-l-1 SEE NOTE 5 SHT. 4 813.684.3831 WE. 08/10/0 na EI/2' om m: TJH cNc K: RW DPAMFL,O!R k R, s 2151 r-l-1 SEE NOTE 2 SHT. 4 n INACTIVE Y n Y e Z ASTRAGAL RETAINER 31 a BOLT 8.0' LG. TOP BOTTOM (2) BOLTS I RI R AT TOP & (2) AT BOTTOM t—l*'\ HOR17ONTAL CROSS SECTION k,V O ASTRAGAL 1.15' MIN. EMB. 25• MAX. SHIM FOAM GASKET do SILICONE CAP BEAD ACTNE 0 SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAO SEE NOTE 5 SHT. 4 F 34 EXTERIOR v o Y INTERIOR Z 4 36 26 9 10 29 ;o zQ6ea37 ^a a SEE NOTE 2 HOR17 N7 4 N 3 O HINGE JAMB TO SIDEUTE jEl lrl: :C U LEA RrA iUFACTUIRER lY !1D g 4 z v g 41 U SEE NOTE 1 SHT. 4 o> pp o CO 4.pS o O W O 0 3 CO c a 2 JQ ZUONN sH ME m 08 10=0 112. c. er: TJH K. ar: RW S-2157 rn 3 Of B I. IS' MIN. EMBED. 15' MIN. C-SINK F RIOR I 13 21 3 25' MAX. 31 SHIM SPACE Moto 1 4 LATCH -AMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS ASFOLLOWS: VERTICAL FROM THE Top DOWN ON SIDES; 5.57, 16.5', 27.5, 38.375', 49.375' & 60.375 HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL. TO THE 1NACTrvE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3 5 18.25 40.5', 59.25', 74.25'. 76.25' do 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16G4 x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED To THE SIDE JAMBS WITH2) 16GA x 112' CROWN x 2.5" STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEMNO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) ATEACHVERTICALJAMB, FROM THE TOP DOWN AT 13.5, 31 48.5' 66'. THERE ARE (2) AT THE HEADER AT 4' INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE 2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR REM NO. 43 (18 x 2' SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITEATTHE MULLION USE ITEM NO. 37 (110 x 7 314' SCREW). 2Y e2 a FOAM GASKET & SILICONE CAP BEAD 7.10 MllY. EMBED. ° 15' MIN. 13 C-SINK ' 8 2 Y 1 7 J ccZWZ Qa 10 • 1 o, INTERIOR 4 ', .• 10 6 26 9 2 MAX. W HINGE JAMB TO BUCK, SHIM SPACE Y z N z 36 N 29 1341ei 3 SEE NOTE I ^ all SHT. 4 31 Ni I 3HQ&ZQNTAR N 4 ® STRIKE JAMB TO SIDELITE r 1 SEE NOTE 7 SHT. 4 fly 1l 1,1? 1.` # / - O> F6 N o co a Z 2 3 Li Q oL`'o F o o 00 17L T a N OCSZ 4- v zf) OO613. 664.3E31 er: TJH ell RW rc uo: 5- 2151 r 4 OF L SEE NOTE 3 SHT. 4 S££ DETAIL 7- SHT. 5 6' 6' ItL 3' . 3' tLit6. 63 T 3 3' SEE DETAIL SHT. 5 TYP. SEE NOTE r 4 SHT. 4 co Q 000 C3 Oto to 6' 6" a SEE NOTE 3 SHT. 4 1 O LJ. 00 j 00 I h co ain n 0; Nn n n 13 TYP v! OV N o a a p3 O z xz OF SEE DETAIL E" D" SHT. 5 C" 13 - . o oSEEDETAILC' TYP._ 'D' 1 f i• G" SHT. 5 I 1 PIS TYP. 3" F` 3" 6" 6' 6' o 3" 3 3' 6' 6^ 6 DDueIF DDoa w 1 MTRAL FLORIDA B.O.A.F MANUFACTI M NAM, MASTER A e.357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 0 13 Aal13leDETAIL 'F" DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL 'E STRIKE PLATE TO FRAME DETAIL 'C' AT THE THRESHOLD 6' 6" I \_ SEE NOTE to 4 SHT. 4 13.584.3531 OB/10 0' N.T.S. a er Tim K. BY. RW 40" No, S-2151 m 5 or 8 CENTRALRA1LA FLIP:... . -MA B4 "-D o A.a U y1, JJFAC9T o SEE DETAIL SHT. 5 F MASTIA io _ 6' . 6' 3" 3' 6• 6' i l- 6 --I 3 f I 1 1 I l I I 13 I_ SEE NOTE Tf3 TYP.SEE TYP. 3 SHT. 4 n SEE NOTE 3 SHT. 4 SEE NOTE ire DETAIL n 6 SHT. 4 h SHT. 5 - a N a SEE DETAIL C" SHT. 5 13 - SEE DETAIL n cy SEE DETAIL SEE DETAIL H" SHT 5 TYP. n ui j' SHT. 5 TYP. o, E SHT. 5 ;/" 13 - N- SEE DETAIL IR ,M *K' TYP._ 'M" SEE NOTE "G" SHT. 5 14 4 SHT. 4 - TYP, 14 TYP. 7YP. 16 3" 1 II ' 6' 63 3. 14 3" B" 3" TYP. 1N1L BLE DDOR SINGLE DOOR W/SIDELJTES 453' GLASS BRE . 463' GLASS BITE 1 34 32 40 i 33 32 EXTERIOR 25 1/8" TEMPERED Q 25 1/8" TEMPERED CLASS ' 0 40 GLASS p': 25' AIR t7 Q .25' AIR Q O p 'O SPACE O QO SPACE O Q Q Y Q . p. Z 1/8' TEMPERED TEMPERED CLASS 1NTERF0 Z Y y CLASS INTERIOR 36 z 41 SEE NOTE 36 I' 6 u a lv' 6 1 SHT. 4 v 4 z 41 Q .25' STEEL aSENOTE1 .25" STEEL INTERCEPT - a INTERCEPT SHT. 4 SPACER SPACER 5' INSULATED GLASS W/ 5' INSU ADD GLASS W/ TCM UTE FRAME GLAZING DETAIL RTS I_ITE FRAME GL?ZING DETAIL N 0 o N o z J NOWO 3QOD 0 9 co 2 a T a p" D? 3 y O xz a Ors is to ZZ c modr3 L a SEENOTEIL4 SHT. 4 z 613. 664.3631 F= 08 10 0' ue N.T.S. By,. TJH K. er: RW WN4 w.: S- 2151 m 6 of 8 iT , IUlh 4.563' f .063' F— I N N 2 2 WOOD FRAME 2 3 FINGER JOINTED PONDEROSA PINE u 097' 4 x 4 STEEL DOOR HINGE eN 1.531' 42 SIDFLITE TOP k BOTTOM RAIL FINGER JOINTED PONDEROSA PINE J O J r-- 1.284' — —1 O N f0! 1.531' FC. TOP RAIL WOOD COMPOSITE h e nrr ric aI eult SIDE STILF FINGER JOINTED PONDEROSA PINE 11. 264' TT I N 3 4--1.531'--tomO FC I ATCH SIDE STILE -COMPOSITE in 71*r 526' 2.713' TCM (THERMA-TRLI'S POLYPROPLENEI O PLASTIC LIP LITE FRAME EXTRUDED TCM 7.255' —1 N n O i I--1.531' -I O FC WOOD HINGE SIDE STILE 5.75 T N O 1_ 1D1.531' FC BOTTOM RAIL n SELF ADJUSTING SAIDDLE THRESHOLD 19WOODCOMPOSITEAvLuwNmlVINYL .D45' WALL ALUM. 080' THK. WALL VINYL TYP. F—f.537'-1 N o, SS BOTTOM RAIL i 1 WOOD COMPOSITE I 2.375' --{ in ^ a n o L 7T 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE 0 co 000Rp2 mZ O n 8 <n O LIJ O OjOco i Z W0 9 u z 813. 684.3831 OaC. ! T: IJH axc er RW 5- 2151 7 or 1 SAWWOOMARSLUN . f18ERpASSC DOOR SKM .11D' MM. RM: FIBERGLASS BY FIBEJICLASS MRM4-TRU with yi& AWO F Mk 6,0M Psi 2 M TOP MIL 1531 x .94 TI OW-1RU 1f000 CAMP0511E WDOD COMVS fE 3 It WCH sw -D1U MOOD OMIM 1531 x 1" MDLD CCMIPO-q 4 2 HAGS SME RM-1RU FOhDEAOSI PK 1.ST1 x l209 5 Fr90TWU ILIA 1.SS1 x 115 THERiiI-TRU 11DCD ODYPOSl1E MOOD000MP0511E 6 L RTHANE FOAM IffAbt, 1.91bs. MSITY FOAM 7 SHORT REACH COMPRESSION WEATH RSTRP - !M FOAM g LONG REACH COMPRESSION WFJOHER5TW -TRU FOAM 9 4 x 4 HINGE .D97 THK. ERMA-TRU STEEL 1010x34 . PFH WOOD SCREW to Fmm2 11 SS 1piAY RIL IS11 x 9/ TLE10M-1101 Ip0 R900 12 10 x 2 LG. PFH WOOD SCREW STEEL 13 8 x 1 G. PFH WOOD SCREW STEEL 14 3 16 TAPCON ANCHOR £LCO 2.0 MIN. LG. STEEL 1 SID LITE BUM BOOT .090" DURUDE0 VINYL MYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 1 KWIKSET TITAN 7DO SERIES PASSAGE LOCK 19 SELF AMIM WS MNC SADOIE D ALUM. DOD x 1.25 -TRU. PIN WOOD 21 x MYB - 4 x 25 MM;E 1W - . PUNVU?MA 23 KWIKSET TITAN 700 SERIES DEA080LT 2q ASTRAGAL WINOJAMBER 11 WR587 .052 WALL UM. 6063-T6 5 GLAZING 1 2 INSULA D TEMPERED GLASS GLASS 26 SS 91ILE xim-mu. PONOmw AE t.183 x IWI WOOD 27 8 x t LG. PANHEAD SHEET METAL SCREWY vTE L 8NSWAIGDOORBOTTOMSWEEP29 WOOD 30 PWE FCLOG( SLOG( 2-M x 1315 POfOEAOSApint W OD 31 TRU, VW CDMI'0611E1. 83 x int WOOD COMPOSLTE 1 THK. CELLULAR GLAZING TAPE STM-B TAPE 33 LF LITE FRAME 81S, THERM-1RU BIS 35 cm w x 125 BLANK .LIMB -1iU PDImERDSA PME W wu6 SOEIAE SDE SALE -1RU f 531 x f56 FOILEROSA P7E 37 1 x 1 3 4" LG. PFH WOOD SCREW STEEL 38 SS RP IWL I331 x .9! 1f470f1-1RU 11aD W1J00 C04 C>SIiF39 NOT USED SILICONE 4041 SlUCONE CAULK 8- 10 x 1 1 2 PLASCREW FOR ITEM 34 STEEL 42 SKID[ TOP f BDITOII Rl4 - 13)1 x fii6 PpW9D51 R= 43 8 x 2 LC. PFH WOOD SCREW STEE r t L 38 "? SS. TOP RAIL 592" LN 0 . 179" REACH OMPR 1 TH IP FOAM CELL CORE W NYL JACKET 3t 1.531 3" N N 579" l wOfOj . 175 T COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/YINYL JACKET DRILL TRU FOR 357" DUI. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBE I II WR68T STRIKE PLA7 t.. O> 1. 316" --{ O oD t R o O co pp 2 n nw, OM 0 C>:>0, SS WOOD HINGE SIDE STILE a o z eal yIj, x= . z aw V CNr .ig QQ U U a 01- ASTRAGAL HAS ILu — m tN ( 2) 8.0" N BOLTS O BOTTOM N (2) 8.0" I BOLTS O TOP 1. 767 24 WINDJAMBER 11 WR687 ASTRAGAL ( ALUMINUM 052" WALL TYP 1 li. RA R ASTRAGALr•.i1 A MATERIAL ORC/ YELLOWCH OMA 10, 1 813. 684.3831 N. T.S. wr: TJF m: RW MG No-- S- 2t51 r 8 a i JL1N-21-2W2 e9e52 MILESTONE WINDOWS 407 323 9729 P.02 Md(b LldffS 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) 636-5760 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 June 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 'h") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapeon). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 'k Concrete Masonry Units should have a wall thickness of 1 Y4" and a precast sill's thickness will exceed 1 'h'. The drawings clearly delineate the requirement that a minimum embedment depth of 1 VV 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 i %'. 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 'h" 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, sanfo.d, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 TMda The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE ra»oruso.oe(cafloridaextruders com IIIIIIII Florida PE License No. 49752 J. Florida Extruders International, Inc-HCq Certificate of Authorization No. 9235 x V •. No_ 4 5 Cc: Earl Moore/FEI s c IzjFileTA PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G1S-23.001, F.A-C. A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. nle: 2W:Z-LTR,-R]A-009 2540 34wett Lane, Sanford, FL 32771-16o0 • 407 323-3300 • Fax (407) 322-3337 2 i Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Clisk/4-,17-3 _ 53906899 BH1 COMMONN=fMitrMp 1 1 Job fleference o tlonal Univei'sal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:40:30 2003 Page 1 oj 13-8-1 20.0.0 i 26-3-15 32.3-5 I 40-0-0 4100 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 12 5x6 = u T s R Q P 0 30 = 3x6 = 3x8 = 3x8 = 5x8 = 3x6 = 40-0 10,3-14 21-4.0 27-4-0 129.6-240-0.0 4- 0-0 6 3.14 11.0 2 6-0-0 2-4-2 10-3-14 Plate Offsets (X,Yj: K:0-4-0,0-3-01, [P:0.4-0,0-3-01 LOADING ( pst) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.14 R-T >999 TL20 245/193 TCDL10.0 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 10.0 Code FBC2001 Matrix) 1st LC Lt_ Min Well - 240 Weight: 299 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-13 oc purlins. Except: BOTCHORD2X4SYPNo.1 `Except' 1 Row at mldpt F-H 82 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS2X4SYPNo.3 WEBS 1 Row at midpt I-R OTHERS2X4SYPNo.3 2 Rows at 1/3 pts G-R REACTIONS ( lb/size) B-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-I I I2(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-11--670, H-J--27 BOTCHORDB-U-1913, T-U-1868, S-T-649, R-S-649, Q-R--749, P-Q--749, O-P--749, M-O--130 WEBS D-E--298, E-T--910, F-T-1220, F-G-1405, K-0-678, L-0--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; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFFIS gable and zone; cantileverleftandrightexposed ; 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, 17.5lbupliftatjointM, 688 lb uplift at joint R and 81 lb uplift at joint Q. 8) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 214.01b 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/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 indicatedonthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanent 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 informatio s it may relate to a specific building. Any references to job names and locations are for administrative purposes only andarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 000 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 CO Uniform Loads (plf) 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: tjq U--214.0 J Cd i N O ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53966899M Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 CJ1 JACK 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1 c I 0-11-11 3A= , ,, „ LOADING (psf) SPACING 2-0.0 CSI DEF-L In (loc) I/dell TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a 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) 1 St LC LL Min I/dell - 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Scale - 1:4.7 PLATES GRIP TL20 245/193 Weight: 5 Ib BRACING TOP CHORD Sheathed or 0-11-11 oc.purlins. 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), B--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; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip. DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmay'relate to a specific building. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 4) 0000 a 00 N Cs C c° O U GO J N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ1 Job Truss Truss Type city Ply Centex-Orlando/1928-8 & C/jsk/4-`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 1-0p 7-0-0 1 12-3-7 4 17-5-2 22-6.14 I 27-8-9 f 33-0-0 , 40-0-0Q O10 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- Scale . 1: 68. 704 M1110H= - Sze 5x6 = 7xe 5x6 = 7x10 M1118H= 5.00 12 C D E F O H T2 = .a TAB // 1 1 1 W W A9 A 62E811502 = R O P O N M L K 502 = 2011 500 M1118H= 5x6 = 5z8 = 5x6 = 2x5 II 5x6 = 5z10 M1118H= I 7- 0-0 7-)12 12.3-7 17-5-2 , 22-6-14 1 27.8-9 32-10-4 33 Qr 0 40dL0 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 Offset X,Y): B:0 3 13,Edge][C:0 6 8,0 3-Bj, F:O 4 0,0-4 81, [H:O-3-0 0-4-01, [I:0-3.13,Edge1 SPACING 2- 0-0 PLATES GRIP LOADING (psf) CSI DEFL in (loc) I/defl 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-O >306 BCLL 0. 0 Rep Stress Incr NO WB 0.71 Horz(TL) 0,28 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell - 240 Woight: 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 CHORD2X6SYPNo.1 'Except' B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 "Except' W 1 2X 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 W12X4SYP No. 2 REACTIONS (lb/size) B®3290/0-8-0, 1-3290/0.8.0 Max Harz 8-- 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, 0-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 andrightexposed ; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequatedrainagetopreventwaterponding. 4) All plates are TL.20 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 carrieshipendwith7-0-0 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 513.31bdownand181.21b 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 istoreducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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. Anyreferencestojobnamesandlocationsareforadministrativepurposesonlyandarenotpartothereview orcertificationofthetrussdesigner. LOAD CASE(S) Standard U CIO 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 y 00 I Uniform Loads (plf) t a 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 Concentrated Loads (lb) a Vert: R--513. 3 K--513.3 c C O C cO .V ILO cn Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 ty I Ply 53906899 H1A HIP TRUSS ucts,lnc., Burlington, Job Reference ue Apr 5-9-1 , 9-0-0 16.4-9 23.7-7 31-0-0 3a-2_15 i 40-0-0 41-010 i 1-0-0 5-9-1 3.2-1 5 7-4-9 7-2.13 7-4-9 3.2-15 5.9.1 1-0-0 Scala- 1:68.6 50 = 3x6 = 3x8 = 2x3 II 5x7 = D T2 E F G Tz H C T 3 ni w1 M w1 R2 w1 1 d - - 3x7 = O P O N M L 3x7 = 3x6 = 300 M1118H= 3x6 = 3x6= 3x10 M1118H = 3x6 = 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 dale UT1sets(A,yy.IU:U-5-4,U-2-81,IH:0-5.4,0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-0 >658BCLL0.0 Rep Stress Incr YES WB 0,43 Horz(TL) 0.18 J n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 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-1--3135, I-J--3332, J-K-22BOTCHORDB-Q-2995, P-Q-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995 WEBS D-0-265, 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; 11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vgrtical 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 onthissheetIstoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 0) 00 co LL s ti Ca) c° O V CD G.n fV Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 A Job Truss Tr Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 N 53906899 H1 B HIP TRUSS ILI 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 1 11.0-p 5-6-0 11-0-0 , 17-0-0 23-0-0 `1 29.0-0 34.6-0 40-0-0 411_-010 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 . 5x6 = 3x6 = 5x8 = 5x6 = 3x7 = n ti W , „ 30 2x3 II 6x8 = 3x8 = 5x6 = 2x3 II 5-6-0 12-0-0 20.0-0 26-0.0 34.6.0 40d)-0 5-6-0 6-6.0 6-0-0 8.0.0 6-6-0 5-6-0 Plate Offsets (X,Y): rD:0-3-0,0-2.41,fF:0-4-0,0-3-01,rG:0-3-010-2.41 L.0-4-00-3-0 fN:0.4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFT_ in (loc) Well 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) 1st LC LL Min Ildefl — 240 Weight:199 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0, 1-1653/0-8-0 Max Horz B-106(load case 4) Max UplittB--317(load case 2), I--317(load case 3) BRACING TOP CHORD Sheathed or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0.4 oc bracing. FORCES (lb) - 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-1-1--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 WEBS C-0-113, H-K-113, E-M-96, F-M-96, D-N-760, G-L-760, E-N--642, F-L--642, H-L--448, C-N--448 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 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at Joint B and 317 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 responsibilit) for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 034) 00 LID C c O V J CID 01 N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 B AaPFR66lltlEN 4MUMtgar PWMRr_- Job Truss Truss P Qty Ply Centex-Orlando/1928-8 & C/jsk/4-1 7.3 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 16:26:32 2003 Page 1 7. 8-11 k 13-0-0 1 27-0-0 , 32-3-5 40-0-0_ ` 41W 1. 0-0 7-8-11 5-3-5 14.0-0 5-3-5 7-8-11 1-0-0 Scale - 1:68.13 5x6 = 20 II 5x6 = D E F 5. 00 2 T2 12x3 co W W2ZIW23 N 4 w H I qA' d • Iy b 30 = N M l I( J 30 = 3x6 3x6= US = 3x6 = Us = t 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:0-3-010-2-4j, [F:0-3_0,0-2-4] CSI DEFT. in (loc) I/defl PLATES GRIP LOADING (psf) SPACING 2-0-0 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 Mind/defl - 240 Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15 oc purlins. BOTbHORD2X4SYPNo.2 130T CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS2X4SYPNo.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; 11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf: occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at'joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. 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 00 co F11LOLOo co C: c L N c O V J CC1 cn 11. 1 p n Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/ Job: 1928 8 & C RF Date Req:04124/2003 Draw No:53906899H1 C Job Truss Truss Type Oly Ply Centex-Orlando/1928-8 & C/jsk/4-17-3 53906899 HI D C I l-- 1 1 Job Reference (optional) 1_Iniver al Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 1-0-P 7-8-11 I! 15-0, 0 25-0-0_ 32-3.5 40-0-0 ___ ___411_010 1-0-0 7-8-11 7-3-5 10-0-0 7-3-5 7.8-11 1-0-0 Scale - Plate 5z8 = 5.00 F12 3A = 3x6 = 2K3 II - 5K8 = 3K8 = 3x6 = 36 = 1 10.3-14 20-0.0 29-8-2 40-0-0 10-3-14 9.8-2 9-8-2 10.3-14 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.20 L 999 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) 0.48 H-J 979 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.15 H n/a BCDL 10.0 Code FSC2001 Matrix) 1 st LC LL Min I/deft - 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 5YP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8.0, H-1653/0-8-0 Max Horz B-138(load case 4) Max UpliftB--313(load case 4), H--313(load case 5) PLATES GRIP T120 245/193 Weight: 193 lb BRACING TOP CHORD Sheathed or 2-10-10 oc,purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-14 oc bracing: 8-N. FORCES (lb) - First Load Case Only TOP CHORD A-8-22, 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--405, 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 II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint 8 and 313 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesignInformationasItmayrelatetoaspecificbuilding. 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 M _4) 00 LO a a N Z C C4)° c O V J CO CA N bustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 cw 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 & C/jsk/4-17-3 YfdltltlYrawr.,,,,,, ' 53906899 HIE CC) 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 Mil-ek Industries, Inc. Tue Apr 22 16:2.6:33 2003 Page 1 1-0-p 7 8 11 13.8 1 17 0 0 1 23 0-0 26 3.15 32-3-5 40-0_0 411=0-10 1-0.0 7-0.11 5.11-5 3-3-15 6-0-0 3-3.15 5-11-5 7-8-11 1-0-0 Scale - 1 d/ 5.00 V2 5x6 = 5x6 = R,.A - 3x6 = 3x8 = 5x10 = 3x8 = 3x6 = tg 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)_jD:O O 2 4 jF:O 3-0,0-2 41,[G:0 4-0,0 3 0] CSI TC 0.66 DEFL in (loc) I/defl Vert(LL) -0.20 M >999 PLATES GRIP TL20 245/193 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >972 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) . 0.15 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 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-O. WE13S 1', Raw at mldpt D-M, G-M i REACTIONS (lb/size) B-1653/0-8-0, 1-1653/0-8-0 Max Harz 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-f1--3025, H-1--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--3791 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; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 Ib 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 forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard m a) 00 LO a e y s C C w 0cO V J co t:711 N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 CD Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 E ss I I russ I ype I Qly I Ply I Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 IH1F Inc., Burlington, Job Reference iF 0 P 7-8-11 I_ 13-B-1 19-0.0 121.0-01 26-3.15 32-3_5_ I 40-0-0 Q -0040 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 - 5.00 V2 5x6 = 5x6 = I U8 = US = 5x12 = 3x6 = 3x6 = I 10-3-14 20-0.0 29-6-2 40-0-0 10-3-14 n-R-7 n a 0 Plate Offsets (X,Y): IrD:0-4-0,0-3-01, [E:0-3.0 0-2-41 [F•0-3-0,0-2-41, [G:0-4-0,O-3-0] _ LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.20 M >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >966BCLL0.0 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/defl - 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 j REACTIONS (lb/size) B-1653/0-8-0, 1-1653/0.8-0 Max Harz B-170(load case 4) Max UpliftB--352(load case 4), I--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-I--3307, I-J-22, E-F--1965GOTCHORDB-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, 0-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 right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of: individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard com00000 a) 1 cCa c O V Co CJl 1 \ N vuaw1I10i 'w. i V'*U %oUswiucl Hanle; Lrmm 1 r—A r1U1vIC5 UHLANUU 5nop NO: 53906899 W Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53905899H1 F russ 53906899 IT1 COMMON 17 s Feb Centex 7-0-11 1 13-D-1 20-0-0 I 26-3-15 T _ - 32-3-5 I 40-0-0 1-0 1.0-0 7-8-11 5-11-5 6-3-15 6-345 5-11-5 7.8-11 1-0.0 Scale - 1:67 34 = 3x0 = 5.00 F12 5x6 = E 3X8 = 3x8 = 3x8 = q, 30 = d' I--_ 10.3-14 20-0-0 1 29-8.2 40-0-0 , 103-14 late Offsets 9.8-2 9.8-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.20 L 999 TCDL 10.0 Lumber Increase 1.25 8C 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) 1st LC LL Min I/defl - 240 LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP N0.3 REACTIONS (lb/size) B-1653/0-8-0, H-1653/0-8.0 Max Horz B--178(load case 5) Max Upl iftB--360 (load case 4), H--360(load case 5) 10-3-14 PLATES GRIP TL20 245/193 Weight:.195 lb BRACING TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 1 Row at midpt D-L, F-L FORCES (lb) - First Load Case Only TOP CHORD A-B-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--737, 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; 110mph; h-1511; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. 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 a) D CoLONa GO C coC C a) c O V X to cn N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T1 53906899 I CJ2 I JACK Inc., Burlington, NC 27215, ando/1928-B & C/jsk/4-17-3 0 1-10-3 1-11-11 Scale . LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft 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 0.02 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 G n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min l/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; 11 omph; h-15f1; 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 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 M 4)00 LON LO S C C C W c O V CO U1 N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 c Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ2 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsk/4;17-3 53906899 GE2 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTok Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1 I 1-0-01 10-4-0 20-8-0 _ 121_8_O1 1-0-0 10-4-0 10-4-0 1.0.0 Scale - 1:36. 3x6 = 2x3 11 6 2x3 11 F H 20 II 20 II 5.00 12 @ 2x3 11 a 2x311 0 2x311 e T T 2x311 G T T K i T T El T eH L B MI, I, 30 = v u T 34 = 20 II 2x3 II 20 II 3x6 = 24 II 2x3 II 2x3 II 2x3 II 2x3 It 7- 4-0 20-8-0 740 1340 s Plate Offsets X Y): G:0-3-0 Ed e CSI DEFL in (loc) I/dell PLATES GRIP LOADING (psf) SPACING 2-0-0 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 Verl(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) 1 st LC LL Min I/defl - 240 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6.0-0 oc purlins, BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2X4SYPNo.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 Harz B-100(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-1--145, 1-J--142, J-K--151, K-L--159, L-M-21 BOTCHORDB-V-111, U-V-1 11. T-U-111, S-T-111, R-S-111, Q-R-111, P-Q-111, O-P-111, N-0-111, L-N-111 WEBSF-S-53, E-T--338, D-U--45, C-V--51, H-Q--91, I-P--130, J-0--97, K-N--I80 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-l5ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; 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 O and 79 lb uplift at joint N. 6) Truss shall be fabricated per ANSI/iPI 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 thissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequired 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 therevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard o a) 0000 00 L rn S c c aDc° O V 7 J CID U7 O Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 CD Contractor/ Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE2 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 T2 2 1 Job Reference optional) Universal Forest Products,inc., Burlington, NC 272, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26.:35 2003 Page 1 I 1 0=0I_ 7-2-13 _ I . 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. U4 = 3xti II — extp = 10-4.0 Plate Offsets 0-6-1 W = LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G >999 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) 1st LC LL Min I/deft o 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2 REACTIONS (lb/size) B-851/0-8.0, Fd766/0-8-0 Max Horz B-111(load case 4) Max UpliftB--215(lood case 4), F--137(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-Cm-1362, C-D--1054, D-E--1049, E-F--1308 BOT CHORD B-G-1179, F-Go1107 WEBS C-Gm-352, D-G®677, E-G--255 9-0-0 0.6.8 PLATES GRIP TL20 245/193 Weight: 101 lb BRACING TOP CHORD Sheathed or 5-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-i5ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of thefabricatortoincreaseplatesizestoaccountforthesefactors. 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 oftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard a)C00 LO LO La a uic04) c O U0J CD c.n N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 CD Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T2 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cf1sk/4-17-3 53906899 CJ3 JA 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 Page 1 Scale . 1:7 i 3x4 _ 2-10.3 2 11 11 LOADING (psf) SPACING 2-0-0 CSI DEFL In loc) Well 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 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft — 240 Weight: 1 I 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, 0-26/Mechanical Max Horz Ba63(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=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;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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 44) 0000 LO 5 LOj ^ G C yyT(/ f1OC C C O U co IV Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 CD Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ3 Job Truss ZOMMON. russ Type 53906899 IGE3 A Job 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 I_1-0-0 4-8-0 9.4.0 - 1— r— 0-4-0 1-0-0 4-8-0 4-8-0 1.0-0 Scale . 1:1 U4 = U4 = 3M4 _ 2-0-0 6-1-8 9-4-0i 1 2-0-0 4.1-8 3-2-8 LOADING (psi) SPACING 2-0-0 CSI DEFT- in loc) Well 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) 1 st 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 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-443/2-0-0, F•417/3-2-8 Max Horz B•-55(load case 5) Max UpliftB.-137(load case 4), F--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-1-1a52 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•6.0psf, occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL•1.60 plate grip DOL-1.33. 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 137 lb uplift at joint B and 121 lb uplift at joint F. 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 is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 00 tm as CC p C y C C e° O U CO cn N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 cuss ITruss Type I Qty I Ply I Centex-Orlando/1928-13 & C/isk/4-1,7-3 53906899 IEJ4 Job Reference (optional) ek Industries, Inc. Tue Apr 22 16:26:36 i 1x4 = 3-10-0 i---I Scale - 1 LOADING (psi) SPACING 2-0-0 CSI DE -FL in loc) Well 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/deft - 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) Cm93/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-B-22, B-C-30 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.0psf; 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 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 v o at 0000 5 NosS" y C C N c O V J ILO Cn N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4 53906899 ss EJ4A JACKS prrnua+af++r r'" "'" •- 1 1 Job 27215, Jeff Kerr 5.000 s Feb 20 17-3 age I 3-4 — 3-10-8 4-0.0 Scale . 1 LOADING (psf) SPACING 2-0-0 CSI DEFI- 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) 1 st LC LL Min I/defl - 240 Weight: 13 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) A@144/0-8-0, Ba108/Mechanical, Co36/Mechanical Max Horz A-75(load case 5) Max UpliftA--20(load case 5), B--76(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13m36 BOT CHORD A-C-0 BRACING TOP CHORD Sheathed or 4-0-0 pc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDLa6.Opsf; occupancy category II; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 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 responsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. 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 co aoco LO CL 4 it 5 CCL C C Ca) c O A) Co tV C:) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 co Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A 53906899 I HJ4 I ENDJACK 000 s Feb 20 Job 1-5-0 5-7.2 1.5.0 5-7-2 c Scale . 3.54 F12 T1 3x4 = 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 10.0 Lumber Increase 1.25 BC 0.43 Vert(rL) 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) ist LC LL Min Well - 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 10-0-0 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-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001.; 110mph; h-15ft; TCDL-6.Opsf; BCDI,-6.0psf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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/rPI 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 (pit) Vert: A-E--60.0 Trapezoidal Loads (pit) Vert: B--6.8-to-D--113.1 aa) 00 to cc N v yC o O U CD CPI Na Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53905899HJ4 Job Truss Truss Type City Ply Centex-Orlando/1928-8 & C/jsk/4-17-3 53906899 CJ5 JACK 4 1 Job Reference (optional) Universal Forest Products,lnc., 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 Cwe . 1:11.1 5.00 12 1 PT B1 I sxn - 4-10-3 4 1 1il1 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) 1st LC LL Min I/defl - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-126/Mechanical, 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-B-22, B-C-41 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft: TCDL-6.0psf; BCD L-6.Opsf; occupancy category II; exposure B; enclosed; MWFR S 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/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of,indlvidual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard W 0000 a L e y C C c O V Co CTI tV O Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53905899CJ5 russ 53906899 IEJ7 JACK 20 2003 MiTek Industries, Inc. Tue Apr A 3x4 = Scale o 1:1 6-10.8 700IN 6.10-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Wail 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/deft a 240 Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C-190/Mechanical, B-352/0-8-0, Dm66/Mechanical Max Horz B-137(load case 5) Max UpliftC--135(load case 5), 8a-62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-61 BOT CHORD B-D-0 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per F13C2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 responslbility 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 v a a) 0000 LOu7o 1 tL v to C C 0 U i Ul 1-1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ7 Job Truss Truss Type Oty Ply Centex-Orlando/1928-B & C/jsk/4-1,7-3 53906899 HJ7 ENDJACK TRUSS r 2 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 16:26:38 2003 Page 1 1-5-0 I_ 5-8-7 9-10-1 T_-1 1-5-0 5=8-7 4-1.10 Scale . 1:1 3x4 = 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) 1st LC LL Min I/defl - 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-428/0-11-5, E-403/Mechanical, 0-222/Mechanlcal 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, 8-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 Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 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 responsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. 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 4) 00Co 4t Q4t4 a) O G SI C C c O V J Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 w Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7 v Q = CUSTOMER NAME: CENTEX HOMES ORLANDO DI V p z PROJECT: o A 1928 EL EVA TION B & C ROOF DATE: s. r3 SCALE: MN.T.S. QUALITYPRODUCTS FOR QUALITY BUILDERS REVISION: DATE: BY: REVISION: DATE: BY: NOTES: THIS DRAWING IS THE PROPERTY OF UNIVERSAL / SHOFFENER L.L.C. ANDIS NOT TO BE USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNIVERSAL / SHOFFNER L.L.C. THIS DRAWING MUST BE USED IN CONJUNCTION WITH ALL OTHER TECHNICAL DRAWINGS SUPPLIED BY SHOFFENER INDUSTRIES, INC. AND 'BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDA- TIONS' AS PUBLISHED BY THE TRUSS PLATE INSTITUTE FOR INDUSTRY STANDARDS IN ERECTING TRUSSES. (TPI IS IOCATEO AT 563 D'ONOFRIO DR. SUITE 200 vn 53719 606) $33_ 5900 F UNIVERSAL FOREST PRODUCTS SHOFFNER, LLC. 5631 S. NC 62 PHONE (600) 476-9356 BURLINGTON. NC 27215 FAX (336) 226-9403 Must have a minimum c t Q J J ZQ Uz xi a raNJO t fA x N >-- tt Pci CU ce of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. I 0 L,J 7ED rX O z O CD W Pq U OU Rating tt • ^ .. > z D.- CO H [ J ® Dim 19 a_ -i (n n n ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOV FLANGE - WOOD BUCK STUCCO —J BY OTHERS PERIMETER CAULK By OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) WI DOW HEIGHT) CAULK BETWEEN B.W- CONCRETE OR WOOD BUCK & (BUCK WIDTH) MASONRY OPENING MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS BY OTHERS ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS ft 1-1/4' MIN. SHIM AS REO'D. N EMBEDMENT RIGID VINYL (SEE NOTES) GLAZING BEAD INSTALLATION ANCHOR (TYP.) 3/16' DIA. TAPCON CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. COL. PERIMETER CAULK BY OTHERS SHIM AS REO'D. 1/4' MAX, SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL BY OTHERS NOTES: SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1 -1 /4' INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATIONSERIESSINGLEHUNGS. GLASS TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME IAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W.W. WINDOW WIDTH) SECTION B-B 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. 1-1/4- MIN. EMBEDMENT D STUCCO BY ETHERS G' A PERIMETER / 1 CAULK J BY OTHERS CAULK BETW'=EN WOOD BUCK 's MAS'Y.. OPENING BY OTHERS CONCRETE OR MASONRY OP=NING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSG TO 70PSF 30PsF TO 40PSF 41 PsF TO 70PSFSIZESIZE 12 18 1/8 X 25 B B F.G F,G F,G F,G 13 18 1 /8 x 37 3/8 B B 8 F,G F,G 14 18 1/8 x 49 5/8 8 e F,G F,G 145 18 1/8 x 55 1/4 8 F,G F,G 15 18 1/8 X 62 8 8 B 8 F,G F,G,H,I 16 17 18 1/8 x 71 18 1/8 x 83 8 B F,G F,G,J,K IH2 25 1/2 X 25 B B F•G F,G F,G F,G iH3 25 1/2 x 37 3/8 B 8 8 F.G F,G,H,1 1H4 25 1/2 X 49 5/8 B B F,G F,G,HJ 1H45 25 1/2 X 55 1/4 B B F,G F,G,H,1 1H5 25 1/2 x 62 B B B F,G F,G,H,1 IH6 iH7 25 1/2 x 71 25 1/2 X 83 B B F,G,J,K F,G,J,K 30 1/2 x 26 29 1/2 x 25 B 8 B B F,G F.G 30 1/2 x 38 3/8 29 1/2 x 37 3/8 B F G F, F.G 30 1/2 x 50 5/8 29 1/2 X 49 5/3 B B F G F,G,H,1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B B F,G,H.I 30 1/2 x 63 29 1/2 X 62 B B B G F, F.G H.1 H,1F,G,H.1 30 1/2 x 72 29 1/2 X 71 8 F.G. F,G 30 1 2 x 84 29 1/2 X 83 8 22 36 X 25 B B B 8 F,G F.G 23 36 x 37 3/8 B B F,G F,G,Hi 24 36 x 49 5/8 B B F,G F,G,H,1 245 25 36 X 55 1/4 36 x 62 8 B F,G,H,I F,G,HJ 26 36 X 71 B B F,G,H,t D.E.F,GH,1 27 36 X 83 B B F.G,J,K F,G,H,I,J,K 42 x 26 41 X 25 B 8 B 8 F,G F,G,H1 42 x 38 3/8 41 X 37 3/8 B 8 F,G F,GH,1 42 x 50 5/8 41 X 49 5/8 B B F,G,H,1 F,G,H,I 42 x 56 1/4 41 x 55 1/4 B B F,G,H,1 D,E,F,G,H,1 42 x 63 41 x 62 B B F,GAI D.E,F.GH.1 42 x 72 41 x 71 41 X 83 B B F,G,J,K F,G.H,I,J.K 42 x 84 48 x 26 47 x 25 B A,C F,G F,G F,G,H.1 48 x 38 3/8 07 3/837x B A.0 F.G F.G.H,I ae x 50 5/8 47 x 49 5/8 8 A.0 F,G,H,1 F,G,H,I 48 x 56 1/4 47 x 55 1/4 8 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,1 48 x 72 47 X 83 8 A r F G J K DEFGHIJK 48 x 84 52 1/8 X 25 B A.0 F,G F,G F,G F,G.H,i32 33 52 1/8 X 37 3/8 8 B A.0 A.0 F,G,H,1 F,G.H I 34 52 1/3 x 49 5/8 52 1/8 x 55 1/4 a A.0 F,G,H,I D.E.F.G.H.1 345 35 52 1/8 x 62 8 A.0 F,G,H,I F,G,H,I D,E,F,GH.1 D,E,F,G,H,I 36 52 1/8 X 71 52 1/8 x 83 B B A.0 A,C F.G.J.K D.E.F,G,J.K.J,K 37 37 SIZE NOT AVAILABLE 1N 1000 OR 1500 SERIES. FLEXTRUDERS INTERNATIONAL SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 & 2000 DRAWL BY: B B APPROVED BY: DATE: 10/09/01 SCALE: NT S DWG-: FLEX0016 PRFPARF11 RY- PRODUCTh APPLICATION EAGWEERWG, INC., 250 INTERNATIONAL PKY., 5UtTE 250. HEEATHROW. FLORIDA-32745--PHONE. #07 805-0365 FAX 407 805-0355 A t GMT '% T y:-, JAM.2 in'3113c 'SiH. JAMB "T YR) I X 2 ALAN B 1 MULLEN v TA PIN, S111 s ON A —A, f I X 2 X -1/8 12 x i/;3 T A. PF I N G s SEALA"I'T n9 y A A X 7.;'s=' X 3/6 TL JAMS (TYP.', S x SLL;F T A SEALAN7 Bc_T WEEN WINDOV FLANGES OULLION sE, F A,PPTNG Sim- X 4 X 1/8 TUlID, E MULL I n_ N 000 S.H- AM' J ' - y P.) 2 x 1/2 SELF T Aic P i N G SMS SEALANT BETWEEN WTiNDOW FLANGES MULLIKIN 9 X 1 2 SELF TArRIN SGMS F (_71 clild 4k AF:PING SMS j; V 14 X JAMB (TYP,) 8. X I - / 2 S E AN.7 KTWEEN TAL:`PiNci Sils N-01114 FLAN6ES MULL: a Y I I V.- A. P P NG SNIS F 48 X 1/2 SELF NL 'SEALANT BET -*'-s ENWINDOV !_ANGES M! JLI 48 X !-i/;_; SELF TAPPING SMS r-N 1 '14# MIN: T DNC-- B-9 '.wD0D___ jjC, X I / fD IZ ;7 TAFFING SNS' SEALANTI TBZET'`,WEEN WINDOW F — A, NG FS MULLION Q L-%-,-! 1QN A -A '7" DE-T.AlL C SMS 'TYP, FP-D A i CDNCRCT7_ OR MASDNRY PV MTHF7R4c' R I A - XTCRNA: ;4UL; ION! N:Z7_%i A7, 7 _P LION T13YP"CAL MU; L L C0 N CR E -i5; r i(APPLIES T' HE:AD S 1 ULW HH E_ -R X A, 2 " X L A r'` --7 A 11 r-11" J'STALLATION ANCHORBlAt TAP- CiN SCRE-1w, ANCHOR ',TY;:;., SILL ..LIP 114- SSIU By C`HER RE— 1T — 1ARYP! ATC_ 4- r. D' T 1,3N. CkC N AL AN IRS. R_QU_ 0 FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA T 0 S HE nTLE: Sc R. 11000/ 1 5 0 r "5 LiE I OF E T f v R tALIM1:1' S F N F st-17- ED THE-R S 11 ' 0) E S HE- OF I - P) rOR E S I fS N PRE S 'SUI R E rApAC r ES T I DRAWNBY: APPROVED BY: nwr- - NIP qrAT V- NI r..,irni oorccl lRF C6PGCITIES SERIES 1000 1500 FLANGE JERTiCAL DES iT8CAPACITYiCAPACITY ;CAPACITY CAP CITY i j CAPACITY CAPACITY tTY WINDOW CAPACITY ;CAPACITY WINDOW 1XZX1/8 1X2X1/8 CAPACITY 1X2X3/8 l CAPACCAPACITYITY 1X2X3/$ CAPACITY 1X2 7/16Xt/8'LX2 7/16X1/8;1Xz TUBE 8`:, 7/16X3/81xz 7/t6X3/ / T48A 1 X4X1 / 8 TUBE 1 X4X3/$ 1 X4X3/8 T48ANCFMlORSL T6BANCHORSL 2X4X3/8 TUBEMULL CALL TIP -TO -TIP ;TUBE MULL : TUBE MULL TUBE MULL 2ANCHORSTUBE MULL 4 ANCHORS T4BANCHORSL T28 NCHosLT481co SLcHo SL 6ANCHORSL SECT. A-A(5) SECT. A-A(6) SECT. A-A(6) SECT. A -A 7 SIZE SIZE 2 ANCHORS SECT. A -A 1 4 ANCHORS SECT. A=A i i SECT. A -A 2 SECT. A-A(2) !SECT. A-A(3) SECT_ A -A 3 SECT. A -A 4 SECS. A -A 4 SECT. A-A(5) I 19 1 /8 X_ 26 336.52 732.42 336.52 692.83 s336.52 732.42 336.52 - 732.42 791.81 11187.72 791.81 11187.72 1187.72 12 209. 72 1 429.55 209.72 456.46 209_72 456.46 493.47 740.20 493.47 740.Z0 740.20 13 1/ 8-- 19 t8 X 38 3/& 209.72 --- X 50 5 8 131.23 t 317.66 1131. 23 152.75 177.46 152.75 193.92 - 152.75 T- 271. 83 359.41 539.12 359.41 --539.12 539.1 Z 14 19 - -_ - ---- 19 1 /8 X 56 1 /4 94.13 94.13 127.29 j - 127. 29 135.81 139.09 - 135.81 194.97 319.55 460. i 7 319.55 479.33 479.33 3 14515 19 1 8 X 63 65.97 65.97 89.21 89.21 f 97.48 97.48 119.85 136.64 282.02 _ r - --- 423. Q3-- 282.02 ,-; 423_03 _ 423.03 19 1 8 X 72 43.49 43.49 T--- -- 58. 81 58.81 64.27 _- Y64.27 190.09 90.09 _ 212_62 212.62 296.98 Z96.98 365.75 s 16 19 1/8 X 84 26.96 26.96 36_45 36.45 39.83 -_- 39.83 S5.84 55.84 ` 131.79 - 131.79 184.08 f 84.08-FZ94.03 17 26 1 /2 X 26 262.87 572.13 262.87 541.20 1262.87 572.13 - 1262.87 572.13 618.52 927.78 -- 618.52 19 27.7 8 1927.78 1 H2 _ H3 6 1 /2 'X 38 3/& 157.93 239.21 157.93 323.48 157.93 _} 343.74-i 57.93 k343.74 371.61 i 557.41 371.61 557.41 i.557.41 1 1 H4 6 1 /2 X 50 5/& 97.25 97.25 1 13.20 131.51 I 113.20 - 143.71 - I 1 133.20201.45 266.35 i 399. 53 f 266. 35 i z 399. 53 1399.53 l 353. 55 1 H45 6 1 /Z X 56 1 /4 69.43 69.43 Z------- 93. 89 193.89 100.17 102.59 i 100.17 1 143. 81 235.70 339.42 2 5.70 207.10 353.55 310.65 310.65 1 H 5 Z6 1/ 2 X 63 = 48.44 148 .44 65.51 6 5.51 71.58 171.58 88.01 r- -_ ----- 100. 34 207.10 236.83 155.44 s 2 i 7.1 1 1217.1 1 2 67.38 1 H6 26 1 /2 X 7Z 31.79 _ T-- 31. 79 42.99 42.99 46.98 46.98 65.86 65.86 40^64 155.44 95.93 95.93 133.99- i 33_99 1214.02 1 H7 G I 26 1 /2 X 84 ` 19.62 19.62 26.53 26.53 28.99 E 28.99 40.64 22 1 - 37 X 26 216.75 i 471.75- 1216.75 471.75 j 216.75 t-j- 471.75 216.75 471.75 266.00 510 287. 57 765 431. 36 510 1287. 57 765 431. 36 765 431. 36 2 3 37 X 38 3 8 122.22 185.12 122.22 250.32 99.17 122.22 - 85.36 266.00-`- 122.22 _ 85.36 i 51.91 j 20Q.86 301.29 200.86 301.29 1301.29 24 37 X SQ_ 5/8-73.3.4 73.34 85.36 _ 70.28 70.28 108.37-- 76.79 74.98 107.65 176.43 254.07 176.43 264.64 1264.6d 245 37 X- 56 1 /4 51.97 51.97 i 36. 0i48.70 48.7Q 174.98 s 53. 21 53.21 65.43 74.59 153.96 i 176.06 153.96 - 11230.94 230.94 25 i 37 X 63 _ 36.01 i 1. 74 i 31.74 34.69 j 34.69 48.62 48.62 1 14.76 1 14.76 131.61 i 160.30 ,+ 197.41 26_ 37 X 72 23.47 37 X 84 14.39 F 23. 47 14.39 I 19.46 i 19.46 121.26 1202&:- 29.81 29.81- 70.36 - 70.36 98.27 i 98.27 156.97 27 32 53 i $ X 26 ! 191.61 417.04 191.61 i 394.49 191.61 417.04 . r'.11 1.61+ ; aa7.04 nj 450.85 676.28 j 450.85 676.28 347.25 1676.28 I 347. 25 33 3 8 X 38 3 8 98.38 3 1 / / , 149.02 j 98.38 20i .51 98.38 214.14t .38 ' F-_ -- 2.4. 14 _ 231.50 347.25 231.50 231.01 343 1 / 8 X 50 5/a 56.23 i 56.23 65.45 76.04 65.45 -- 83.09 -- 65.-45 1_•00 231.Q1 - i 54.00 231.01 - 3453 1 / 8 X_Sfi 1 /4 39.32 lam- i 39. 32 53.17 J 53. 17 156.73 58.10 _ i r81.44 56.73133.48 1 t5. 08 192.22 1131.60 133.48 1115.08 200.23 172.63 200.Z3 172 63 35 53 1 /8 X 63 26.92 h--------------`---.- i Zfi. 92 36.40 r 36.40 i-------- 39. 78 39.78 125.62 48.91 i 35. 92 55.76 i 135. 9284.77 184.77 1118.41 145.$2 97.Zi36j 53 1 /8 X 72 17.34 17.34 _ 123.45 23.45 25.62 2 1. 77 1 51.39 151. 39 71.78 71.78 1120.81 37 53 1 8 X 84 10.51 10.51 14.21 14.2 i 15.53 15.53 - 21.77 SERIES 1000 & 1500 FLANGE VERTICAL INTERNATIONAL, INC. FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES l R fSl . _ . Lr,I x ut_ SHEET 2 OF 2 r ERT A' !`U L L U J= JUG: i J+ 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 r r- o 4 C `9-PlAl 3 • 1 -' ' ' DATE: J1 / 1 / r SCALE: Y. v - s e r r ` DiY.G.. 1, t 1 L F 2 A D ISHEATHINIGBYOTHERS STUCCO _ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'Q'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING rr Gi o 1D74 f_XT-PuDERS _ - --- _- 1 SLIDING GLASS DOOR FRAME SILL S D a d c D INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS F1/4' MAX. SHIM SPACE 1-1/8- MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT d n 1-1/4' MIN. D LIBERALLY APPLY —J CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A sm— DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD 0--i1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW CAULK BETWEEN DOOR FLANGE 8 SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS EXTERIOR D_EVATION 2 PANEL DOOR SHOWN SLIDING GL INTERLOCK INSTALLATION ANCHOR H00K STRIP DETAIL WOOD RS ULK BETWEEN IOK STRIP L IEATHING 1-I/8' MIN. EMBEDMENT NOTE S: 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 3 JAMBS_ 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE tL CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 9) 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, 10) 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. 13) WHERE 'x' REPRESENTS MOVING PANEL AND -0, REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS I000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE IN I FLEIRIDAINT. RIDCER-SSANFORIl FL.. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: B8 APPROVED BY: ATE: 12/17/01 SCALE: NITS IDWG #FLEXD027 SHT i OF e.,.....-r . __ "s"rw ftifcwccDifY, INr. ?50 INTERNATIDNAL PKVY.. SUITE 250. /1EATHROV- FLORIDA, 32746, 407-805-0365 FAX 407-805-0366 8 SCREW INSTALLATION ANCHOR CHART NOMINAL 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 61 PSF TO UP TO 46 PSF TO 61 PSF TOSIZEANDSIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 711 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, XO 48 X 80 6 6 6 8 8 8 8 8 4 4 4 4 4 4 5068 XX, OX, XO 60 X 80 6 6 6 8 8 8 8 4 4 4 6068 XX, OX, XO 72 X 80 8 8 8 8 8 8 4 4 4 8068 XX, OX, X 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, OX XO 120 X 80 12 12 12 6 10 10 10 5 5 5 5080 XX, X, XO 60 X 96 6 6 8 8 10 10 10 5 5 5 6080 Xx, Ox, XO 72. X 96 8 10 10 10 10 10 5 5 5 8080 xx, Ox, xO 96 X 96 10 10 10 10 5 5 5 10080 XX OX XO 120 X 96 12 12 12 12 12 12 6 6 6 50100 xX, x, x0 60 X 120 6 6 6 12 12 12 6 6 7 60100 XX, OX, XO 72 X 120 8 8 8 12 12 12 6 74 8 80100 XX OX XO 96 X 120 10 t0 10 8 8 8 4 9068 OXO 109 1/8 X 80 12 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 14_ I4 14 8 8 4 4 4 15068 OX0 181 1/8 X 80 16: 16 16 8 8 5 5 5 9080 X 109 1/8 X 96 12 12 12 10 10 10 5 5 5 12080 OXO 145 1/8 X 96 14 14 14 10 10 10 5 5 5 15080 OXO 161 1/8 x 96 16 16 16 10 10 10 5 7 8 90100 OXO 109 1/8 x ]-20 12 12 12 12 12 12 7 8 120100 OXO 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 1 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' 5 15080 XXX 178 5/8 X 96 16 16 16 10 10 10 5 7 8 90100 XXX 106 5/8 X 120. I2 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 14 14 14 12 12 12 6 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80 18 18 18 8 8 8 4 4 10080 OXXO 119 b/8 X 96 12 12 12 10 10 1 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 10 10 1.0 5 5 16080 OXXO 191 5/8 X 96 18 18 18 10 10 10 5 8 100100 OxXO 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14 12 12 12 6 7 8 160100 Oxxo 191 5/8 X 120 I8 18 19 12 12 12 6 7 L0068 XXXX 11 1/4 X 80 12 12 12 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 8 8 8 4 4 4 10080 xxxx 117 1/4 X 96 12 12 12 10 10 10 5 5 5 5 12080 XXXX 141 1/4 X 96 14 14 14 10 10 10 5 5 516080XXX-X 189 1/4 X 96 16 16 16 10 10 10 5 5 i00100 XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8 8120100XXXX1411/4 X 120 14 14 14 12 12 12 5 7 160100 XXXX 189 1/4 X 120 16 16 19 12 12 12 5 7 J FLORIDA EXTRUDERS INT. IN. SANFORD, 'FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH 1#6 SCREWS ANCHOR NOTES ENGINEER: DR?* BB DATE- 12/21/01 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE: CIVIL SCALE N.T.S. D"" "* FLF-XO027 Zi; . FL. REG. No- ... REV.: LETTER: DESIGN PARR IETERS BASIC WIND SPEED = w MP14. (FASTEST MILE) 110 M.P14_ (3 SECOND GUST) WIND IMPORTANCE FACTOR LO WIND EXPOSURE CATEGORY B APPLICABLE INTERNAL PRESSURE COEFFICIENT s 0.15 INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS a +22 , -18 PSF ROOFS a 40, -20 F'SF 30 PSF AT OVERHANGS) PLAN: 1928 VANGUARD/FOX & JACOB ORLANDO DIVISION GENERAL NOTES SHEET INDEX 1. DO NOT SCALE THESE DRAWIN65: WRITTEN DIMENSIONS AND NOTES SHEET NO SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. C 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL AlBETHERESPONSIBILITYOFTHESUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER A2 QUESTIONS PERTAINING TO THE DRAWING5 AND/OR SPECIFICATIONS. 5. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE A3 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, A3.1 COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. A4 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND A5 PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE S1 OF WORK. S2 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", SPEXCEPTFORTHESIDEANDREAREXTERIORELEVATIONSWHICHARE DRAWN TO 115" = 1'-0". ALL I-TXII PLANS ARE DRAWN TO THE SCALE 115" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-O". SHEET NAME COVER SHEET FOUNDATION PLAN, FOUNDATION DETAILS FLOOR PLAN, INTERIOR ELEVATIONS EXTERIOR ELEVATIONS, TRUSS LAYOUT STRAPPING SCHEDULE ELECTRICAUHVAC PLAN, RISER DIAGRAMS LINTEL DIAGRAM, LINTEL LOAD TABLES STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS FOR OPT. CVD. PORCH VANGARD & W.qR,CanEENGINEEREDBY: Fox& JACOBS ENGINEERING Hones s aagee W_ It dm_ br• m+awde.w aaed®aby: — eaea: 01-2241 sheet c Of: H I 1 _ 40-0 - A v- PAS A o6ll ubPOR70ME' CNUGWR TREATEDCOMPACT" FILL2 / 5 SARs 1MONOLITHIC SLAB — CMU ONE STORY WWI SLAB w iBE%E511 gum sm O /B' D.C. OIFR BMCVaPQlBAWtlpTtaAlEM/ f/Ty7ByO'TIp1 OVER TREATED C01PACIEDFIE1. 32' O/C AND '0' 3Y O/C GRADE 16' 2 / 5 BARS TT 8 MONOLITHIC SLABFRAME ONE STORY 3) E•RCONC. SLAB w/FBEFM&SH NON LOAD MG. WALL M£R TREMI MIL VAPOR ATEDBARRIER 3w1/2" 1 / 5 REBAR OONT. PACTED OVER 1 1 5 REBAR CONT. 3 1/2' CONC. VAPOR BARRIER w/ i'IBERIIESH + z. 11 5 REBAR CONT. OVER TREATED \ OR - COMPACTED FIL OVER TREATED GRADE COMPACTED, r1u r n B. n 8' THICKENED SLABNON BEARING DEPRESSED SLAB DEPRESSED SLA13 X 0 ENTRY — CONC. PATIOS Y NON BEARiI SHOWER Z NON BEARING ® GARAGE CORNER BLUR LAP W/ STD. WOOK • 5 BAR 111 5 HORIZ. BAR r Clow-FILLED TOILIA '• E CHAIR BLOCK LINTEL BEAM REINFORCING CHAIR BLOCK UNDER FRAME — ANCHORAGE TAPCON: BLOCK TO EXT. FPX'IE SHEAR STRENGTH CONNECTION (TYP. SPACING) SHEAR STRENGTH TAPCON: 3/16' 0 12" O.C. EXP. BOLT: 1/ 2" 9 48' O.G. 1/a' 1_ 107s Les. PRODUCT LOCATION EMBED A MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR GROUTED RAWL-BOLT MASONRY2.5' 1/2' 1.5' 761 LBS, 1765 LBS. RAWL-BOLT CONCRETE 3' 1 2' 2.5' 1831 LBS. 2537 LB& 5 WUFILLED W a / N-5 CONT. C 1 v9w PL RSBARSEEPLAN SINGLE COURSE LINTEL 3 4--I -B" IL DETADENOTES PIPE G ' PASSINTMROU63" STEM WALL DETAIL DENOTESFIPI SLEEVESMALLBIN E PASSING TMROU6P FO SOLID 2 SIZES3FLA R THAN SLOE P ID PIPEPASSING TMROU644 St P SEE FOUNDATIOPLAIN- FOR REBAR a1lilf.1 YR'- ING I 9REBARWNINFOOT`` -1 " 1 ' ` ( SEE FOUNDATION UI/ 22!,'T•IPL SPLICE OVERLAP FOR SIZE) TYPICAL FOOTING DETAIL MONOLITHIC, FOUNDATION DETAILS v4•.T•- o• - MAXIM SPACING OF FILLER CELLS 1)4r#m 7UtCELLS THAT CAN RESIST A IMP H.P.H. LOAD f jAiE DESEN WALL PT = 22 PSF MAXIMl•1 ALLEK4ABLE TEWJ13NMHOLLOWCORE UNIT5 15 25 P.S.I. - AL.1. 591 TABLE IOJ SECTON FROPERTIEC 5 8' PARTIALLY UTED WALL = 95.43' {rv NARY 5TRI LAIRE5AE-Q h1 = .1- t /8.5 = I4-L9 302/ 8XT = 45.4. 1 = IOA FT. USE 8'-0' How- SPAL.NG - 4'-4' CEILI G MAX ( FS = 13) USE 6'-0' FORIZ. SPACING- 10'-O' TO 12'-8' CE4IG MAX LEE 15-0' HORIZ. 5PACNG - T2'-B' TO ,8' CEILING KAX a ADO LINTEL W (1) .5 COW. V 9'-4• ,GT. (./- 8' i THIS, STR ETWaE NA 5. FMI E E'SGNM TD rlEET- ESR 64-E n.. THE Do r1PN. 3 `MEIN GUSTS HIND LOAD REi3GREYENTS OF THE ( iDRIDA ®)S CDL)E 200t. IMETECC9 i a YM1.... s4A M1 mY OPTICMAL 35' X 42' X4'CD -. PAD LING 36' X 42' X C01C.PAD- EEVE SHALL BE i1ZES LLUxaER THAN E PASSING THROU( A HICKErED A -AB UNDER r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I " PRfiGPSTSSD. I THRESHOLD S \\ I 1 \\ I i I \\ 1 I \\ I 1 \\ FOLmAT10N SLAB NOTE: I I \\ 3 112' GOING. SLAB N/ FfSERMESH RR f I \\ OVER 6 MIL VAPOR.BARRIER ON LAV , GLEAN. MR L. GOMPAGTED TERMITE- 1 RESISTANT TR3--ATED FILLOR1RECRUIT3' SYSTEM (TYPj IIt \\ K I I \\ lI " i \\ 5 WUFILLED W a / N-5 CONT. C 1 v9w PL RSBAR SEE PLAN SINGLECOURSE LINTEL 3 4-- I -B" IL DETADENOTES PIPE G ' PASSINTMROU63" STEM WALL DETAIL DENOTES FIPI SLEEVE SMALL BINE PASSING TMROU6P FOSOLID 2SIZES3F LA R THAN SLOE P ID PIPEPASSINGTMROU644 St P SEE FOUNDATIOPLAIN- FOR REBARa1lilf.1 YR'- ING I 9 REBAR WNIN FOOT`` -1 " 1 ' ` ( SEE FOUNDATION UI/ 22!,'T•IPL SPLICE OVERLAP FOR SIZE) TYPICAL FOOTING DETAIL MONOLITHIC, FOUNDATION DETAILS v4•.T•-o• - MAXIM SPACING OF FILLER CELLS 1)4r# m 7UtCELLS THAT CAN RESIST A IMP H.P. H. LOAD f jAiE DESEN WALL PT = 22PSF MAXIMl•1 ALLEK4ABLE TEWJ13N M HOLLOW CORE UNIT5 15 25 P.S.I. - AL.1. 591 TABLE IOJ SECTON FROPERTIEC 5 8' PARTIALLY UTED WALL = 95. 43' {rv NARY 5TRI LAIRE5 AE-Q h1 = .1-t / 8.5 = I4-L9 302/ 8XT = 45. 4. 1 = IOA FT. USE 8'-0' How- SPAL. NG - 4'-4' CEILI G MAX (FS = 13) USE 6'-0' FORIZ. SPACING- 10'- O' TO 12'-8' CE4IG MAX LEE 15-0' HORIZ. 5PACNG - T2'-B' TO ,8' CEILING KAX a ADO LINTEL W (1) .5 COW. V 9'-4• ,GT. (./- 8'i THIS, STR ETWaE NA 5. FMI E E'SGNM TD rlEET-ESR 64-E n.. THE Do r1PN. 3 ` MEIN GUSTS HIND LOAD REi3GREYENTS OF THE (iDRIDA ®)S CDL)E 200t. IMETECC9 i a YM1....s4A M1 mY OPTICMAL 35' X 42' X 4'CD -. PAD LING 36' X 42' XC01C.PAD- EEVE SHALL BE i1ZES LLUxaER THAN E PASSING THROU(A HICKErED A - AB UNDER r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I " PRfiGPST SSD. I THRESHOLD S \\ I 1 \\ I iI \\ 1 I \\ I 1 \\ FOLmAT10N SLAB NOTE: I I \\ 3 112' GOING. SLAB N/FfSERMESH RR f I \\ OVER 6 MIL VAPOR. BARRIER ON LAV , GLEAN. MR L. GOMPAGTED TERMITE- 1 RESISTANT TR3--ATED FILL OR 1 RECRUIT 3' SYSTEM (TYPj I It \\ K I I \\ l I " i \\ CD 1 " I AI 4AkC CHASEiToVqmoeemaI \\ I \\ I I \\ i I IMP fl 20'- 3 6/V 1 I I { I y— tC— IroKDENSEW i vawEs To rc , µf GARAGE m f ICI FOUNDATION PLAN lie NOTE: z f FP7LIBLE LINTEL aGABLEEND DETAIL SHEET 52 ELEVATION ' A' ONLY 3/ 4' RECESS AT IS'- 01 EcumRa r w s%-YO. 0 t v I GARAGE Z Y I 1 o I I FxtecFwr 1vw-r- olMONOLITHIC, FOUNDATIONPLANS V41 f-0' NOTE: EXIUE LE LINTEL 0 GABLE END DETAIL SWEET 52 ELEVATIONS 'A' t ' B' I aR1Es 13'-4 VB• t3•-4• 3%4 V 1 kRIES I F I I 1 E- L G ----- 3' V s, O a` LL U) Z - V: W 0 E— Z loz o 0 0 Z OZ) LL p LL L w c P i V 0 cliJ W c s m 9 KITCHEN A SCALE -'a' P-0' KITCHEN C SCALE- V4•=r-o' BATW E 5C.4LE- 114•-['-0' INTERIOR ELEVATIONS w•=rc• W13 sea. KITCHEN B SCALE- V4'.r-0• BATW D SCALE- 1/4•.r-W ALL. aTRICNRAI •,00IEADEW TO we DaBLE rx w vaEx bMSon we SEE FOUNDATION PLAN FOR FILLED CELL LOCATION_ 111111111 a'-o• AFs. cw — NOW. 7 —FRAME K-LLS TO Be 3 12• 04JESS OTiER"Se NOTED. AREA CAL"LATIO 15T FLR LIVING: 1925 IRRfSan GARAGE: 426 E GIME= COVERED ENTRY; 2-1 5F TOTAL 2381 SF 6' 8' GPnWJL AC tOCO M GOlG. •AT10 x T'-tl' -3' - -b• b 21 255M 021/ -2$) EEiREE i () 25402V -2 ztsa 610]Xb'8 566.0. 21/ -23i ssx I W.1.C. c e• FLAT soyM. BEDROOM .6 3/4• n t e• PUT _ _ _ _ — — GREAT ROOM m 1 Ras a• rLAT FA e BEDROOM 2ff KITCHENry cur D e• FureIBa A or4aBTH ; W ry I1 r 5•ME KANSE 1 r 0 ut=ry m "v tr i \ 2ti eathc 5 `' N N V W-3' r-2 vz• n r4 I DINING BEDROOM 3 " i 5 e• FLAT e FLAT • S 1= 1 I TfMr. 1ar R l r cuDRY' o i I L_ i r s— nvLIVING x S4') 4'X x IA(.4E5, I PLATFORM L----- O• FLAT NOTE:. AIR N4rd7LER TO 14AVE Mitt OF 4• CLEARANCE ON M/1. Q'- 4 Vd' ALLSIDESANDENC1-0511RE SPACE SHALL OE NN Q' 5'-9' '-2 V4• IUDERTHANAPPLIANCE236LBE GARAGE FOYER a• FLATPLAN 4 Me 20'-0 31,V21/-23I/4' ENTRY5N twaom. AracIE,'-O• --'- X -I'-O' O.H. GAR ]JR. + - Z'- 4 r-0• PARTIAL FLOOR PLAN 3 G' VRAT V4, 1.4' 3'OXE,'8 m 201-0 3/4' ZV -Z31 Q'-0 3/4' 9 v ( 2) 255H CROWS 4A Ole (+2V -22) nuffIlIllV- 0• X T-O' OR. BAR. UR. 19/ - 23) c rTurf JL r-ter W-Ir V-4' r3'-4• 40•- 0• FLOOR PLANS v4•- ro m jia En ryDd ryCry LL W is C) OD f N i 0s€ I NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS ROOF TFW96 ANC 40RAoS NOTE_ VUSE CU TYPE 'C' (OR MERCWAW-ABLE TIE) FOR TRL55 TO FRAME WALL OR BEAM COHPEl--g UNLESS NOTED OTHE' E (UNDJ T) USE lU TYPE 'A` (OR MK BL.E TE) FOR TRUSS TO BLOCK WALL cwrECTSON (U)4O) 3) USE EW"b-HeoR PREECfdNUEABLE TIEFOR ALL JOIST ",V.ER 4) USE ( ((' bf x 3 V4' PASELODE CAN NAIL TO FASTEN JACK TO HNP cln;a) 2 (TSB) 5)GABLE TRUSSES REGEIIRE (V TYPE •A' OR (I) TYPE `C' STRAP AT 48. OA: FROM CENTER OF TRUSS. SEE POST STRAPPNG ON Mt AND 7rd FLR. FTEIHATIC EGKOVALENT MAY BE SUBSTITUTED FOR N414D HA L DESI3LiWhW N41L VALUE& BASED ON •NATIONAL DESIGN SPECIFICAT{ONS FOR WOOD CGNSTRUCTTON FROM TABLE SD,-- -'HAILS AND SF-SIZESS - LATERAL LOAD DESIGN VALUES NAIL SHEAR VALUE Mi J ad 103• od us- ibd KY O a; ROOF TRUSS LAYOUT 'B' 4 'GI m Td7OF PtTCN tr 5r, LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. TC LIVE:20 ps1 SPACING: 24" O.C. BC UVE: 0 psf DESIGN BY: CM sC DEAD: 10 ps1 DRAWN BY: KSB TOTAL: 37 psi DUR FAC: 1.25 cp 0 SCALE NTA FRONT ELEVATION 'G' 5TUCCO DETAIL. SCORED BANDS W SY STRAP APCQJ$ /TYPJ HALF COL" MAIL HALF COLUMN DETAIL 1Iff 11l' i T/8' STUCCO ON LATH - WOOD STUD EMERIOR WALL$ (TYP) B'-0' TRUSS BTd3L TEXTUED F46544 ON CrU CONCRETE BLOCK E)CT. WALLS ( TYP) 6' STUCCO BAND (TYP.) FFE. 91 -- ---------- RIGHT SIDE ELEVATION SCALE: IB' 1'-0' 0 0 01F RIDGE VENT CEtgNS TEXTURED FPUSHI ( TYPJ---- s. LEFT SIDE ELEVATION a SCALE: V9' . I'-C' ROOF FRCH / U OFF RIDGE VENT COMPOSITE SHNGLES 5 MR91CfUYE ENGINEERING CBlEW — c+ n TEXT RED O s. tsnmw REAR ELEVATION sc- 4ut 9W . T-C' SHINGLES If Z Z) 00 Q J W ( n n ' JV/ Wyy I. L W ~ LL. W 0 w Z W J 4 s# f 9. O}I. • s GABLES(TYPi Q R 00 N jig rnJ s: WF Q ' =! a s a tttttttttt rs+ ieionc designed by.. 4, bir dmrdesign d ecNed ,0777 a• rw' d. ls M-afiT i sheet 2003 A3-C Of GYM EUCTGOD DE50RIPTI0N COMPLIANCE FASTENERS LO YxNMaL55)ULIF A META18 CONCRETE STRAP SBCCI 9603 1 I 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 NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34" 0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 3 4" 0 x 8" 6050 3145 2260 0 HDBA HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q R X SP4 SP6 HGT-2 TOP PLAT ANCHORS 4X TOP PLATE ANCHOR 6X HEAVY GIRDER TIE DOWN NER 432,443 499 NER 432,443,499 NER 432 6-10d x 1.5" 6-10d x 1.5" 8-10d & 3 4"0 or LBP 5 8" 0 2917 2917 28333 735 735 8665 530 530 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 it HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5/811 0 12150 2775 2000 MM LL HETA20 HHETA20 HEAVY CONCRETE STRAP CONCRETE STRAP NER 393,469 NER 393,469 Oply14-10dx1.5", (2)ply 14-10d Oply 17-10dx1.5", (2)ply 15-16d 1735 2130 1495 1860 00 MTT288 HOLDDOWN INER 393,432 24-16d AND 5 8" OR 3 4" DIA A 4455 4455 ENGIIVEMNG s N age G 0 n a' X. z 3 om s V a,Lotoa 11. co N J W W awl s...q ae eay=d eawu by unwod era..r d.W ot-aot sheet 88200 A3.'1 or OPi1GW. M: LOC3TKM Gp G. PATIO ELECTRICAL LEGEND QUANTITY Q4S! NT GOPI T O caaw rrar .ga'ATW e.Arsx rt -pN R1EM90. wnc5 gF vows w Pmw wu* ro A/C 019 KCT ® EI T'An AT swTPl -fl m Mw BaL w. a.AVSSfT« 8------- KwoEscxT uoTr 8 ooaBeuL ae,cs On------._--- aEasEnLCNr ® ME ac T v.Fw FBocF vaA¢ of ECToa .xL uaaEr snoEo wnar © AwcmN aoa F___E nuaEsmTrmw. (o=ELEUvAHEL D i1006 IXJ R >1 GE4MG FAR F1FOXIE4 C/}{vCELW h. 0Bue) .RrFPEo TLVOaESEENT 2 I R.dl'YaE 40A 2!P 8 loom 1 1 DRYER 30A 10 5bm0 I DI$Ftl1A51 R 1/sP2mAyr FI Z REFRIGERATOR 20A 1/P 12 540 DISPOSAL 2ma UP Q 540 I 1 WASf4ER 10AUP 600 2 1 SMALL APPLIANCE 20A VP 3000 G RAG O so 3 FN M. BEDROOM f jj 8X T ///JJJIV. FAN(5TDJ (.i.. 8X1 { CEdRG FM/9iD! MASTER BATa FAN aD UGNT E GREAT ROOM TO B): '_4ATCMD TO. MER VFR 136 Q X.0 CVIGF7T b b GENERALLKINTRJG GAUP Id 5850 GARAGE DOOR OPENER 15A I f' 14 G00% 1 6 PADDLE FANS !Ib) 15A UP 14 500 12 WB-TOTAL(WATTS) 30130 1 st. I0,000 WATTS AT 100% f0000 WATTS REMAMER 40% 6016 WATTS A.C. 30M WATTS TOTAL 30M WATTS 2152-240 WATTS TOTAL LOAD AMPS 88.13 AMP$ SERVICE SIZE 150 Arrs 2 / 0 SER CABLE L W W 150 A MLO PANEL 4 BARE C.W. TO PPL TRANS a, GROUND ROD 1,125 ELECTRICAL RISER DIAG./150 A 4 WIRE RANGE 8/3 W09 DRYER 10/3 W3 6r1ALL APP FM W3 UGNT{NG CIR 14124 W3 SERVICE NTS. 2' V.TR 2' V.TR I V1' I V2' LAV LAV 2' V.TR 2 yc 3' 3' r TUB r 5t! 3, GQTB.W.V 2' LAV I V2` 3, K5. 3 r r 2' 3• WM. 3' r 3' p- 1925 PLUMBING RISER DIAG. sn xBYELIFRpIi 30 TOM 240V 1 PR 5K19 14P NOTE: SEE ATTAGI-IED HVAC FOR n ELECTRICAL FLAN CORRECT PLAN: DO NOT USE NVAC LAYOUT ON THIS SHEET. • `/4 `-O 33LLw J g CID ag c\1 CY) 8wrr J w, 0 bpiocc G g reviaioBs: ea. a.w. er 0300 deABned br Ti drawTT by d—design daW. 01-22-01 sheet A4 Of V) LLJ J I m 1— N0Q Q0 OJ Jw Q J LLJ s LL Q 7 TLI r OD LL1 a Ld v Cr i1 c c• ° S 8 = S 8 ti y C LESYt fi1 W W11r Mk{i i WY illiY i P I ST-RETE XXXX LINTEL SCHED. LINTEL NO. LEWzTH TYPE COMMENTS L 1 11'-4- 8F12-OAT ALLIED LINTEL: A-13 L 2 l' 6' 8FI6-IBAT ALLIED LINTEL: A-5 L 3 l'-6' 8FIE 1BAT ALLIED LINTEL: A-5 L 4 T-6' 8FIE IBAT ALLIED LINTEL: A-5 L 5 4'45' 6F16-DBAT ALLIED LINTEL: A-3 L 6 T-6' 8FI6-IWT ALLIED LINTEL: A-5 L l T-5' 8F16-134T ALLIED LINTEL: A-5 L 8 T-6' 8R6- E3v1T ALLIED LINTEL: A-5 L 9 4'-6" 8F16-OBAT ALLIED LINTEL: A-3 L 10 4'-6' 8RB-OBAT ALLIED LINTEL: A-3 L II 4`-6° 8FI6 -013AT OPT. 6AR. SV. DR; ALLIED: A-3C L 12 4'-6' 8RF14-OBAT ALLIED LINTEL: A-3 1 MIN 1 [MII ff., P2 PsOF. a n ry na o oop m. mpNrp(l m ry O .D n rtl 01 Ri iV 1V 1ryV r m a 4.1b Q W rvm1I I PT9- 1 1 1 1 Ln1T Q C S B LINTEL SEETIONS o m m ^ N f p YryO Q{.lIll ry(mymmNIII mmmlppeiry m a LL s3Mv¢9n WaU .1 U. T .6 rd W 311 lad 9vJY L9 L10 L11 S REBAR AT TOP rw (U REOV I-Vl' CLEAR GMIL n CaR+OUT REBAR AT BOTTCH F . Fq_LED OTH GROUT / U . Lkf%-L Di • • OF LNTEL CAVITY QUANTITY CF 5 REBAR ATBOTTOI'I RENrORGMiG BOTTOM OF LNTEL CAVITY5B' PROVIDED N LNTEL 8' NOHNAL WDTN ( VARIES) 48F116-{B/IT NOMM AL. MTW J J LOUNiMY OF S NOMNAL WEKdiT REBAR AT TOP TYPE DESIGNATION L8 L7 L6 1928 LINTEL DIAG. (GAR. LT. SCALE: 1 /4"=1 /-O" R an€ ENGINEERING a Rd, Q 0 w z I F M; N dra."by dm.desk+ du<Md — sheet: A5 NOTES: I I CAST-CRETE SAFE LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS I- ft precast totals = 3500 Pisa. Z It p'estres5ed lsl;. s = 6000 P.. 3. ft CrWt = MM psi w/ lfoxram 3/8' aggregate. 4. Cot C"lelnasorryIndstCMUperASTM-C9L3w/ minimum net area r;r55tve st1131gth = 1900 PSI. Radar provided n precast inlet per ASTM A615 6R60. Field retnr per ASTM A615 6R4O o 6R60. 6. PI-e5frpurq strati per ASTM A416 TydeZlOlawrercomtrn. 1. V32 wre per ASTM A510. 8. Mo to per ASTM CZ10 type M or S. GENERAL NOTES 1. Pr-ovide full - tor te[ld and bed fonts. 2. Share filled IM1tels as requrEd. 3_ Bi5t1711atItY'r t>f Intel trasC Comply with the Cr[tutE cturalord/ar strtchra! li-ov+rtgs. 4. Lnte15 are rnoatftc.tut-ed with 5-1/2" lung notches at the end5toOCCOMflodateVertcalcellrenforcngandgrOutry. 5 All lintels, meet or exceed L./3,O vertcal def tion, except tntelsIl'-4' ord loriger- with a normal hecgnt of 8' treat or exceed LA80. 6 Bottom field added rebxar to be located at the bottom of the Intel Cavity. 1 1/32' diameter wre startups are velded to the bottom steel for hecha ncal [rEhorage. 8. Cost-"Icce carcrete may Lie provided incolpOsate Intel In lieu OF cocrete masor" ants. 9. Safe lo[d ratngs based on rational de5q, onaIV5 perACt318andALT5 SAFE LOAD TABLE NOTES L An V011E5 Cased On mnnun 4` bearng. Except113n: Safe loads for unfilled Intets must be reduced by 20% if bearng length 1s less than 6-1/2'. Safe loads for all recessed Intels based an 8' riamrni te. ng. 2. N.R. = Not Rated. 3. Safe Inds are total 5uperimpiosed ollow[bte food on the section specified. 4. Safe loads based on grade 40 or grade 60 field Its. S. Additiornal lateral Iap , Capoclty can be obtomed by the desigler by providing addcml renfo-ced mosorry move the precast Intel. 6. One 8l rebcr IrEr! be substituted for two 05 reborn in 8" Intels army. 1. The desq er may evaluate concentrated loads From the safe load tables bl calulltrig the maxim" re515tng moment and Stw_ _ at d-array from the face of support. 8. For composite Intel hetiglts not shoHn, use safe load from text bwer hECpt. 9, All safe Inds in units of rands per linear foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4-V-4- GRAVITY LEAST" TYPEeHi6 ers6-1e 4'-4' (52') PRECAST t469 1911 3653 2952 3954 4929 9904 65M182134224952E4121'141 9416 108,8 4'-b' (54") PRECAST 13, u49 TnZ 2114 96M 4481 5315 6264 tla2 342 4982 6412 194-1 4,5 1a81B 5- 8- (587) PRECAST 185 Go2 n55a 21YSB 25WJ 375 1L2 2162 4a74 641? 655 5814 EIW4 68345'- 10•(1O") PRECAST g9 lTi 4900 449 1924 24M 2ST- 3352 va3 a51 3Bm 6alZ 6516 5450 6411 F.'- 8' (8D) PRECAST BZ2 gal 16T Z933 25% 3223 35-Q 4522 9f77 bll 2933 4100 6•M SM 6101 1'- 6' 190') PRECAST 665 GI 1311 2252 t958 2451 2144 345R bi l3Ti 2.9 36a9 5492 6624 5132 9'- 8' (ilb) PRECAST 34 4217 1 Q53 a71r 94Z 1614 f6B6 533 928 Writ 2n9 Z618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4- UPLIFT LATERAL TYPE LEW.TH mRRrn aRis-1f et ff 9f>'F6 yam,_. Ala6 52) PRECAST 1244 t56 2413 422 4961 5825 932 932 1244E19233940M485055% 54) PRECAST U92 I501 231E313n 41% 55-na53 f a K92 I455 22443 S&P 4643 5453f118") PRECAST924• mV rn5 3055 3689 4M5 SaoSat 924 11$ rw 2916 3603 4230 CID') PRECAST• 1131 1142 11" 2%S 3561 4PA 469469 Imo via 2Mt 3491 4105 80') PRT76 882 133 25-8 301 3642 830TIS 9561468. 2509 3a35 9O") PR AST 688 69, FA25Z260 Z159 10688 6411302222526M3151(116') PRECAST 433808 1413 1'04 Fl955M 571m90285206624Y7REOLE E VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY U] tCii1 " ff" 41I 0 2'- IOY34') BAST m BEE 44-86031 r26 90oii b412 1r936 3EG. 4413F903591 MM 9004 0412 1193 3'- 6• (4z) 1?i2 P5T m 33n M 05 Mat 9941 3b6 44-e ism 9004 O4v r9364'-0" 48) PRECAST 24% 4g39 5410 6=64 Tine2646 4413MM9W4Ia41209354'- 6' 60 PRECT c n5""034M 411A48'E i4 40Z1 IS 9UU4 IU412 68 s•- a• (b47 PRECAST 1184 13 Z3ri 28M 337. 3B46 Z891 60% 54M E424 14W PRECAST 912 aO° 1m9 W14 039 23a4 2121 331 w99 24'644144 5456 4431 5280 U22 b' 4;' (18') PRECAST 431 IZS I 3263 2146 33i8 Will 45M R55 Zr@ 34b 5260 1134 6990 r- W Imo)) PRECAST 1 1329 16 2305 FM4 2431 896 33f33 K129 6Ti 260 3839 55% 6153 M41 9'- 4' (1!2) PRECAST 5-8 BM1044 1469 t0 1452. 1154 2021 168132MYS2544346940M321ID'- 6"(126') PRECAST 482 u25 95 u22 028 1595 qc 6% R b_ 5 4 2a81 ZTi4 331 2404 1!'- 4` (136') PRECAST 445 I 1854 998 9$ e65 054 2" 31S 4044 12'- O'(t44) PRECAST 4f4 595 864 Q54 C'E" 2014 ISO t618 555864Q54IFfe201. 2BM 3f0 t3'- 4"(!6p) PRECAST 362 42l 126 Ozs 031 1635 Q24 r416 4$f l46 Ol6 1438 194a 7343 292a 141- O"(168) PRECAST 338 64B 919 1462 OBl I260 455 1W 1003 F i$a 14 2153 2" • 14'$" OM") PRESTRESS5E K.R. tax 1rr r1R ra mR 465 1F5 ff0 Za45- 260 0 38515 316515•- 4' (184'1 FRf,• NR. fax IR IQ ia2 AR f72 wQ 420 695 Q5a 1855 73'0 gem 340 1Y- 4- (OW)FRESTRE N.R. nR wR 1aZ tR MZ wR 31O 530 450 14W 1 20 Z2in261n t9'- 4" 1232")PRESTRE NR. e1R 1R w42 Hx IR wR 1f2 24a 41n 150 090 tIM 2030 21'- 4" C156")PRE5TRE55E p1R eux 1rx lax. wr2 r42 tR t83 330 60 940 5413 I18a 210 22'- 0YZ64•)PIZFS NR. wn rm rrx wit tax wR rm 160 300 SO B"0rz5a 166a R-0 24'- 0Y288')PRE5TRE%E N.12 wR Y2 13a NO 4' 0 2r l20 110301 1350 I16n NOTES: 8" PRECAST & PRESTRESSED U-LINTELS REOLICE VALUE BY 2596 FOR BRADE 40 FIELD REBAR ALLIED LINTEL TABLES MATERIALS 8 INSTALLATION 1. rebor n precast Intel GR60 per ASTM A615 2. tetzr n paired bew E3R4C1j3er ASTM A615 3 It for vrecost h=ts=400 ps' 4. ft for lief Id [on[retE=3000psr S. corEMte ffcrcrrl units per ASTM C-90 mort[r per ASTM C2-10 tyoe M or 5 G. cattutation• trl: Richard 0. New on. P.E., Riddle-Ne" mon Erigseerrcg WE. 1. shone all composite Intels 4' OL. B. all Laripasite beams calculated "rth 1r5 n tap of beam 9. safebadstoedonromnal 8" bearing 4' mnnuril. to. "it lends 5ha n in palms per Ineor foot ll. S far L r5 not listed use text lari]er lerE tt1 Far ofE bad FIELD REBAR 45 GR 40 W m F IL IL NJ CONCRETE FILL w_ FIELD PE13AR j 45 6R 40 ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" f=1NTE LINTELNO. LENGTH 8'X8" UNFILLED a"X8' FILLED S"X12" FILLED 8"Xi6' FILLED 8"X20' FILLED a"x24" FILLED 8"X28' FILLED 8"X32" FILLED AA270' 6549 6251 10125 12000 12000 12000 12000 12000 A-2 38M 3858 5231 8552 11440 120M 12000 12000 A-3 4T' 2081 1914 3361 4615 6186 1269 8601 9924 A-4 5110" 1128 1080 1810 24W 33% 3913 4631 5350 A-5 lb' 902 1056 1844 2542 3294 4024 4i90 5522 A-6 9'4' 656 635 1112 1534 1994 243B 2902 3346 A-1 tOb' 489 48EI 841 11-0 1522 1851 2211 25% A-8 11'4' 502 612 1125 1530 2002 2455 2931 9389 A-9 128' 421 488 900 1224 1604 1968 2360 2121 A-10 IEW 393 419 Tl4 1053 13N 1692 2024 2341 A-11 14'O' 342 3-B 690 938 1233 1510 180E 209t A-12 14'8' 308 334 618 842 t108 1352 1624 1819 A-13 11'4- 212 285 435 Bit 808 988 1188 1380 A-14 19'4• 250 395 496 850 It38 1408 1698 Rw A_15 200" 225 355 413 l84 1052 13M 1510 1831 ALLIED UPUFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" UNTELS LINTEL NO. LENGTH rX8" 6"X8' 8'XI2- 6"XI8" 8"X20" 8'X24" 8"X28" 8"X32' LATERAL LOAD UNFILLED FILLED FILLED F82ED FILLED FILLED FMID FILLED 8X8 FILLED A -I 210- 3096 3150 9194 ID000 IOD00 10000 10000 10000 4408 A 2 3'6' R5% 18% 5445 10000 IODOO ZOOM tOE100 R30M 2592 A-3 46' 1018 1051 4224 5900 8203 9440 10000 IOM13 1415 A_4 510• 5-6 603 2380 3319 4300 5339 48 m A-5 lS' 345 3l0 142t 1918 2552 3514 00 6E 1 A-E3 9'4' 228 252 934 1296 1665 2059 41 423 A-1 IOTi' U` ZO9 1% 1049 1341 ib62 41 329 A-8 11.4• 303 393 652 911 1110 t452 028 45l A_q IZ'8" 24-1 282 6t5 160 991 1232 ik 5 35lA-10 154" 253 253 510 M3 892 1109 A-11 4V• 225 324 4-6 652 824 1028 A-124B' rl-1`4' 14l 2t8 442 6O9 9 955 A-13 145 253 351 483 fi05 W l4A-14 MW164214308420SZSEG126W, 2M3 A-15 2010" n4 I 203 29E, 405 SD4 630 680 148 J Z) 0 2 W W lip Z J r• Ichv bY. la dmnr ft- W idad bfr. - ta D1- M-81 street A5. 1 a GENERAL NOTES GENERAL : L LIVE LOAD& ROOF: 20peT FLOOR 40peT STAIR 40peT 2. WIND SPEED NOMph 3e gusts 3. ALL WORD TO BE N ACCORDANCE WTM THE FB.C. 2001 CHAPTER 16. 4. ONLY WRITTEN CHANGES APPROVED BY T1E EW. VEER SMALL BE PEF"TTED. CONCRETE : L ALL WOW TO BE N STRICT ACCORDANCE UTM THE ACI 30 2. MIX DESIGN CRITERIA - ALL CONCRETE TYPE I POFMAND CENTENT. (Asm C T50) COMPRESSIVE STEENGTH a 28 DAYS SHALL BE z500 ppss1 FOR SLA88 AND FOOTINGS AND = qt ELSIaUNERE tTLONJ. T'tADCt'Wl1 WU4TER-GB'1EFTt R4TT0 BY WEIGHT FOLLCMIS- PECFEV NON -AIR AIR COI`IPRESSIVE ENTRAINED EMTTRAMDD TEN' STTH(peU CONCRETE CONCRETE 2500 0b1 054 3000 058 0.46 SLUMP -SLAB ONGRADE 5' OTWER 5` WATER - POTABLE C/LORIDE - NOW 3. pROVDE NOF*IX UEIGHT AGGREGATES N CO-IPL.IANCE WITH TWE M12URRB•ENM OF ASTM C 33. 4. FIBER'£SH FOR SLAB TO BE AT A RATIO OF .15 LBSJYAFID. FOUNDATIONS : L FOOTIG DESIGN BASED ON MINIM" ALLOWABLE SOIL BEARR•Ys PRESSURE OF 2000 psl. 2. F FOOTING ELEVATION OCCURS` INDISTURBEDANSTABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS 11,15TRUCTIONS. 3. PREPARATION OF tHE SUSCI AIDE t0 FOLLOW RECOT?E183ATIONS AS OUTLINED N THE GEOTECHNC*L REPORT. SOIL. 4. STEPS N UAL FOOTINGS SHALL NOT EXCEED A SLOPE CF (U VERTICAL TO (21 HORIZONTAL 5. CAUTION SHALL BE USED ILLIFN OPERATING VIBRATORY COI'PACTICN EQUIPMENT NEAR EXISTING STRJCTUEES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY : L DES*K MATERIAL AND W oRalAWWP SHALL BE IN .ACCORDANCE UWTM THE ACI STANDARD BUILDING CODE REQUIREr ENTS FOR CONCRETE MASONRY STRUCTURES AGI 530/AO 530J 2. CELLS NDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 psl CONCRETE. (S• TO 10' SLUMP) 3. PROVIDE 25• LAP FOR STEEL a ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SWEAR UAL$ AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL RENFORCNG AND SHALL BE FILLED WITH CobKCRI TE. S. CONCRETE BLOCKS $HALL COW-OR'1 TO ASTM C-90 (28 DAY STRENGTH 7000 p.0 M-500 P.0, LAID N RUNNING BOND. 6. MORTAR SHALL BE TYPE K 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UNO. WOO : L ALLWOOD FRAMING AND PRE-ENGIEERED MICOD TRUSSES SMALL BE DESKSN`ED, DETAILED. ANDFABRICATEDNACCORDANCEWITHTWEPROCEDURESANDRECUIREMENTSOUTLINEDNTWELATEST EDITION OF TWE NATIONAL DESIGN SPECIFICATIONS FOR WOOD COINSTRUJCTIOK 2. THE WOOD TR65ES SHALL BE SUED AND DETAILED TO FIT THE MIB, IONS AND LOADS INDICATED. ALL DESKe14 SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIC#D AND APPROVED BY TWE BUILDING CODE DESIGN CALCULATION$ SIGNED AND SEALED BYALICENSEDPROFESSIONALENGINEERARETOBESUl3MTTEDTOTWEENGINEERFORAPPROVAL- 3 PER1AMENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES 964ALL BE PROVIDED AS RE43LUI BY THE TtH156 MANUFACTURER TRJS$ MAiFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURNC UPLIFT CONaIT10K 4. FOR STRUCTURAL LU-BER PROVIDE T1 E FOLLOWING GRADE AND SPECIES : SOUTWERN PIKE SURFACES DRY USED AT M% MAX M C. GRADE NO3 OR SPRiCE PINE FIR SOUTH GRADE NO2 5. PROVDE GALVANIZED PETAL HANGERS AND FRAMING ANCWIOR: OF THE SIZE AND TYPE RECO"IENOED BY TWE NWiFACTUER FOR EACH USE NCLUIDING RECO'f'ENOED NAILS. (WOIGI-ES CONbECTORS OR E(MJIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTF&ICT10N SHALL BE A MNllttOF In' DIAMTE . AND 6' IN LENGTH ( ASTM A-3M)l MUT14MK 1 1/2' OIA'L WIA51-E1- UNO. 1. PROVIDE FRAANRM NEYBERS OF SUES AND OF SPACINGS S"MK OR IF NOT SHO K COMPLY URTH LR I'MSTUD 1 EIGFIT$ CMART. DO NOT SPLICE STRUCTURAL M15ERS BETUEEN SUPPORTS. 8. ANCHOR AND NALI4G AS SHORK AND TO COMPLY WITH THE RECOttlErMV NAILING SCWEDILE FROM TWE STANDARD BJLDM CODE. LATEST EDMCR 5. ROOF SWEATHIY 146' OSB OR 1/2• CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS : L CONTRACTOR $HALL VERIFY ALL FIELD CONDITIONS AND M10,16IOiS RELATIVE TO SAME W-ERE TWEREARECONFLICTSBETU.EENN ACTUAL WELD CONDITIONS AND DATA PRESENTED N TWE DIR.AaANGS, SUKMCONDITIONSSHALLBECALLEDt0TWEARCHITECTSATTENTIONANDNECESSARYADJUSTMENTSMADE PER FINS INSTRUCTIONS. 2. FOR ANCW OR BOLTS USE WRYHES OR EC DIVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOGKRYa ON ALL SIDES OF T1 E RIDGE VENTS WWTWI ad NAILS AT 4' ON CENTER R- IS aw" ams OVER G• FELT OVER 1/16' OAV. OR VA' COX IDOD. TRL•iSE9 STRAF4ED AS SMOMN CH MM LAYOUT DO P.T. OVER "CDR OR CONE. ALAI FASCIA • ) OVER 2X6 SFEPASGA DOUBLE 2x- OVCONE. AWt TOP PLATE- VENMD SORT CEDRYULALL RDORIRRPYLINTEL CLOCK. IVAOVERR-5 INS1L S BAR U/ Oo0 UNIT PRECAST am (V • 5 UMEN 6 FT OR GREATER 3- Vr CCW- SLAB PRECAST U6OER'E5M COKr- BILL OVER 6 MIL VAPOR BARKER MASONRY FPa544 OVER OVER TREATED QN CM BLOCK UVS DOWELSCOMPACTED FILL 1 SNOW LOCATIONS ON FOlmATICH PLAN CaRADE 9 J J - L r l 2• 5 BARS AW WALL SECTION ® WINDOW - CMU ONE STORY LIMITING HEIGHTS EXTERIOR *2 5TUDS Sig 5TUD M&MMAL 4 OTC SPACOG MAX twc WT. r Xr SPREE, FIR 24. OIC V 4• r x6. 9W602N P E 24' O,CW-C r X 4- SPIEICE, FIR INSM W-0' r X b' SOIR034 FIE IV OX TP-0• r X4• SPRM FR U• O,CI-w r X 6• SOIIERN PINE IT* OIL FI-r r X r SOUT14M PPE 2r OJO Fir r Xor SPITTLE, RR 2r or- IT0 r x r SOUAERN PPE IVOocI-0' r X !r SPRUCE, R216. OC 2r-0' r X r SOUIIER( PPE U• Doc Q'-S• r X S• SF mm RRW 01G 14'-r Y %6' SPRUCE, FR 14. OIC B'-0' r X S' SOURER[ FM 24- AG W-P r x 6• SFRICE MR VV O G K'-0' r x 8• SOUIFRI PPE 16, O,C 2T-W 2' X b' SPICE F32 W' O B'•r r X S• SOIIERN PPE Ir O,G 26'-0• WOOD TRUSS STRAPPED AS 5MOUN ON TRU55 LAYOUT _ 2-2X4 TOP PLATE T m 2x4 STUDS a W. 00 O EVERY 0T1 TYPICAL 1 4 BOTTOI) 1/A' X S• EXPANSION a As- O.C. . j0TM* E LESS D ONFLOORPLANANCHOR BOLT LINTEL BEAM 5 BAR OM WALL qM - 19EAM RANGER Poi PL. A1 ea - e- M6fi MASONRY BEAM HANGER CM UAL U1U1DOW wrt 3-Vr CON- SLAS WFOETaESM OVER 6 MIL VAPOR BARRIER OVER TREATED S COMPACTE V FILL 2 •5 BARS R-19 P UL. F 6 9"WAS - E3 OVER 5•FELT OVER V16' os6 OR VA• Cox WOOD MISSES STRAPPED AS 9MOUN ON TId1.SS LAYOUT DO PT OVER be CDR OVER 2X6 & IEFASCIA Of COW. ALllt VENTED SOFFIT M 2XS HEADER FOR 41- 61 PLAX OPB10 Ya. VOL 2D00 HEADER FOR 51- V MAX OPENING UAW. SR 1 4t LaTu6' F[iT OVER - D5B oR VA' cDx 2X WOOD STIRS IV'OC. W R-O N9IL 2X P. T. BTM PLATE OV V1• X B' All 32' O/C WALL SECTION - FRAME VI/B ONE STORY-MONOUTHIC WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL FRAMING 24" O/ C) R-IS` f45L. VY DRYWALL- 4- DRYWALL OVER DO FUR10r. - OVER R- 5 INSULATION m,Fl S 0 1 OVER 6 M L VAPOR BARRIER OVER TREATED COMPACTED FILL - a iff/ CL 2 •5 BARS WALL SECTION - CMU WA ONE STORY -MONOLITHIC a• OV I0-10d NA.b WALL SODS a HEADER W M- loft NAILS e 400a eM I 1 F19071 A15 atAAGLES OVER 6•FELT OVER VK• OAR. OR VP COX WOO TIa7S6E5 STRAPPED dS SMOONO( TId156 LAYOtf[ DO PS. OVER Dab CDRR OVER 2X6 SUBFASCIA eV CONT. ALUYL VENTED SOFFIT LINTEL BLOCK MW • 5 BAR MAASORY Maw OVER cm BLOCK OVS DOWELS SNOW LOCATION ON FOkMATION PLAN ROOF FRA4Wa NEMBER4 IEEE COPECTOR CHAR` SCIEDULE FOR TFU66 STRAPS) DOBLE TOP PLATE TAB• 050 OR COX PLYWOOD EXTERIOR SWATMK HALED W 10d GALV. a 4- Or- EDGES AND W OC, HELD 2.4 P.T. WALLSAD W (3)1/2' DtA. ANCHOR BOLTS To BLOCK RIP DIA x a' AMM4OR BOLTS FTBEO 6' MK NTo FOUNDATION W T- xr.W WASME", LOCATED WI-M 6- OF EACM Eta AND 3r OC, MAX ELSHWERE V STRAP EVERY "G' OV W-I0d 2" P.T. BOTTOM ELATE OIER STUDNAL6aBOtTO1ofOIMLREADERSTUDS TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACE5 AT 46" O.C. REMAINDERTO BE BLOCKED AT 96" O.C. ORRAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ UNTH 8d COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOU NGG SPACING: ' D 6" ON CENTER AT ALL PANEL EDGE FRAMMG 2) 12" ON CENTER AT ALL NTERMEDIATE FRAMING L BLOCKING o 45" O/C MAX. IN FIRST THREE FRAMING SPACES A 96" Or. THEREFORE FLOOR DRAGING AT ENDWALLS P.T. M W WDLAM 7BOLTS a As. MNL W b' ft cm Y BEA131' s [TYPI W VA' DLAM Y JIM MAX. W (1' DETAIL. TYPICAL JAMB FASTENING a OVERHEAD GARAGE DOOR 2M 4ESE REOUIRFJIENTS APPLY UPEEN NDOO DOOR MANFACTURERS FASTENING. ETMOD IS NOT SPECIFED. PT IX I3l1255 FOR W114DOWS AND DOORS L 1JAIL % V JOS VIA OR HEAVIER POUER NAILS e' Of'- AND 3' MAX FROM EMS TYP. UV r MN. EMBEDI'ENT INTO BLOCK 2.) ALSO ADD 3A6 V DAL SELF TAPPING. COJC. ANCHORS. THRI U:M4CX)WbDOOPFRAME E*W ( 8) VY.-.WIFS FROM END' MAXX TY AND FOR(40) IMC"E5 MAX ON CENTER W r MK EMEDN'EMF INTO BLOCFC ATTACH WB4DCW TO SUCH WV J0 SCREWS MAX S' OAG NOD t'LAX 8' O/C AND MAX W 0/1-O FRM END$. ALTEM"TE) G INSTALL 3/16' DIA'ETER SEILF T Cow- ANCWtOM EIG64T (6) MCM FROM ENDS AND t W CK CEWE1 WV r W EMBED. BLOG. F ENDS W/ r PWV EMBMJMT-,j TYPICAL BLOCK OPENING DETAIL FOR PT BUCK FAST M *035 F'SF RATPKNA SeVisio(WG: dMO-d by, A drawn bK dnw desi( r VAs"Jmdby: aiMMr data: ol-=-w sheet S1 Of 0 El 2x4 LEDGER TO MATCH BOTTOM CHORD SLOPE OF SCISSOR TR2x4 BLOCKING 4S' OL. MSATTACH TO YEB6 WITH CLUSTERS OF ( 7) led NA" 1- BRACE 4- O O.G. -TW10d RAILS YPAI_ ICGABLE TRW&& CEB C 5EGTION SINGLE L'BRACE DETAL GABLE TF"M SFEATMNG 2x4 SPRUCE OR BETTER LATERAL BRACES 6 4'-01 OC. ATTACH (2) 16d TOENAILS Wd NAILS • 4' OC, 2Xb P.T. SILL DOUBLE LINTEL GABLE END W ( U S IN EACH COURSE i VERT. BAR SEE PLAN FOR. LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL MOM, THINS INSTALLATION IS IN AMMON TO BRA. CN3 REONFO ENTS OF TRIMS KAHFACT R CONE. 2X4 NAIL To EACH TRUSS MEI• iBER ROOF T RSS GN1 _ vi PLLU 1/I6. 50LIo ROOF TRU55 OSB OR I?' CDX FRAMING SECTION THRU CHIMNEY CfiINTERIORCHIMNEYf{ @JNTERIOR CHIMNEY DETAILS 2x4 LEDGER TO MATCH BOTTOM 2x4 BLOCKING • 481 Or - CHORDSLOPEOFSCISSORTRUS& ATTACH TO WEBS WITM CLUSTERS 'L' BRACE OF ( 2) 10d NAILS ATTACHED NAILS ALGABLE MSS C.EBB SELE CTIONDOJBL' BRACE DETAIL GABLE War. 6 SINi°SCN A35 6H'-0• OOR r J( OgB 7.4 SPRUCE OR BETTER I ATERAL BRACES • 4'-0'-..-..-. ..., 4. Or- 10d NAILS • 4' OC. 2x4 DRYWALL TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL NOM THIS INSTALLATION IS INADOITION TO ING BRACF£ CUIREPIEMSOF TRUSS MAHiA.GTURER UPLIFT OF MT516 K t0d KAJL$ I tfi 6 OF 3W FROM MISS STRAPS TO PEJt E TAFCOIIS TO CM MANFACTURER StFWW EACH STRAP) EACFt STRAP) 0-131 1 1 4 132-W-,O 2 1 4 F AN 'A' 57RAP IS MSPLACED OR FOFa3orrENl AFTER THE POURING OF THE LINTEL BEAM Pam_ ERED AT TOP OFCMWALLTHENAWOODTRUS5SCPSONMTS* CAN BE SUBSTRUTED FOR EACH MISSED • A` STRAP ITYi U PROVIDE IO Ge. GALv. PLEASE SECURE EACHMTs16STRFLASHINGFORTRUSSFOLLCW40THE. ATTACIEDTABLETO51TONACCVFml TO THE U PLFTSI401INTHETRUsbVIAMFACTLTETtNSTALTAPC4VM5WITH1412- MN. EMBED. t , LINTEL BEAM W (V S CONT.---- I\ 7I \ \ I CM) SNMPSON MT616 ATTACW TAFCON S EVERY OTFER HOLE NOTE: TAPCONS SHOULD BE ! STALL® N STRICT ACCORDANCE WUM THE MAN.FACNIERS RECOI'METDA77CN5 MS MISSED "A' STRAP DETAIL MOM SWEAT64M OVER TfaW SEE HAILING, ZONES) BACMA1L W (7) 16d NAILS L' BRACE To EXTEND AT LEAST S0% OF WEB LETYTH ( SEE TABLE) 2x4 PANEL ING BLOCK ( FOR THE ROW& OF TRU&SE& FROM EA ENO TYPICAL ATAGIED W (7) 16d TOENAILS GYPStrM WALL BOARD A 5EGTION 7 ° PT L TI-E MISSED FILLED CELLSCAN BE REPAIRED BY EPDXY GFiWT97G (U S REBAR (SEE EPDXY PROFERTES AND SPECIFICATIONS, • CONCRESNE LIQUID LFL OR EQU[ VALENT ') INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS MOM ON PLAAS BUT NOT FILLED IN T1 E FIELD PROVDE 6' MPL EPMED, AND 3/411 POLE INTO TILE BOND BEAM AND T64E FOOTING TOP OF BONS) BEAM Sr --- BOFYJ BEAM W 1) S CONY. PROVIDE 25• SPLICES (TYPJFILLEDCELL 8' CMWALL--( U 9 VERTICAL EPDXY GROUT ! INTO FOOTING A BEAM 11161 MAIL OF FOCTER MOTE. Epoxy CdaDUF SROM0 BE INSTALLED N STRICT ACCORDANCE WM4 THE MANFACTURERSRSC;Cf- @DATIOMS. MFC MISSED FIF_LED CELL DETAIL 24' OC- 065 S""T» Vf.ONi0' Allow O.G EASIDE (TYPJveOC?'. NG . E (TYPJ PROVIDEGABLE 7z4 BLOCKNYa a 24' OL. CMU CHNNEY DETAIL CONNECTION NTs. IASI 065 OR. I/!• Cox 7..4 D1AC. BRACE • 48Or- W (4) I0d NAILS • EA END FIRST TWO BAY& ti10d NAILS • 4" O.C. DOUBLE LINTEL • GABLE END W (U S N EAQ4 CQIRSE V2' X a1 WEDGE ANCHORS 312' O/C US VERY. BAR MEE FOUNDATION PLAN FOR EXACT LOCATION) I4• S AT 48' 174- OC. PROVIDE ( U S AT 48' OL. VERT, AND (2) S BELOW EA POST LOCATION PILL ALL CELLS WITH 7500 PSI CCNC. ALTERNATE HOOKS IN FND. BRACE EXTERIOR SIDE OF WALL DURIW3 B' COWAGTIOH OF TWS AREA '5 • AS' OZ. \ SIDE (7YPJ OR V24 GDR I- 2x4 TOP PLATE 2X4 STUDS 16, O"G 2)( 4 DIAG,-' BRACE 2X4 P. T. SOT. PLATE BOLTS AS SHOWN STRAPEA — STUD W- B- FRIRFRICAHE CLIP TO TOP 4 BOT. PLATE CM WALL— 1 f1 -otR*: 11011110 WALL SECTION Q FRONT ELEVATION ECD EXTERIOR CHIMNEY DETAILS V SIDE ELEVATION V BRACING REOUMMENTS S1U1D SPACING NO L' BRACE U bc4 L' BRACE l2) 2x4 L' BRACE 2) 2x6 L' BRACE 5.v.. I a._ 0.. _ N._ S" r-w, _ 6.-6- 24' 6'-IO"I W-W - W-W W-10- - 12'-S- NOTE. L' BRACE NT T EXFENV AT LEAST —1 GABLE TRUSS L' BRACE W 10d AT 4" O1G SEE SC*WOULE FOR SIZE AND LOCATION) qqCONTMOUS BEARING GABLE EIND ppACM DETA& WIND SPEED 100 HPR MEAN WALL IE4WT UP TO 30'-dr HR/CAME ENGINEERING 407) 774 M3 FM (401) 774- 6677 y 5EE P t;eT SIZE PA. am16/613 ILTNIOmE SMWSa FL 32716 ilfowtiT 4 7Nao[as0e1 qNs 1) 9 CONT. (2) 691PSON T522 04301-b. max UPLIFT) or PROVIDE OPBI RDER (2) HA MCO VS-22 (2 -12Lb. max UPLIFT) or HEAD .IT. AT 48' OC. (ZJ 5Ef'IC-.O ADS-2 (341TLb. max UPLIFT). FOR WEEPS SLOPPY/ 2x4 POST SEE GRADEAWAY DOABLE TOFU PLAN FOR QUANTI7Y FROM HOUSE PLATE LS* "K K '— @ 4) S ' CANL AS 2•_m• 3' L RE AR SHOWN ,- ' ALL. p- Co (TTPI RRETAININGWALLATPATIO NOTE. BRACE 9DE OF WALL ADEQLITELY a COMPACTTOlt FOR PATIO SLAB. LEAVE BRACES N PLACE FOR 1 DAYS AFTER. PATIO SLAB 16 POURED DETAIL for ( 2)GG SUBSTITLITION for ( IM s GIRDER CONNECTION r- m- 30 WsBIL t LL A Q C Op, O n 02 I E s a X Z ' 0m ISU = 0 Oa J_ I- Z w Q W 0 W 00 W W of Z IM J WN Of 00 N J I ias 1sNi6io116: ewx ba rly Sf' y drew by-,--4-0 Adwd Oy. awer dales SM.224) T sheet S2 CPU I Id J v 3 1/2' CONC SLAB VRBEFrIESH OVER 6 MIL VAPOR BARRIER OVER TREATED WOOD POST COMPACTED FILL PER PLAN S SEEOR OR FLOOR OO PLM7) GRADE mob. z•sIEBARS THICKENED SLAB AT THICKENEDPORCH POST FIBERGLASS SFIWGLESOvER6• FELT OVER WOOD TRUSSES STRAPPED AS 5WOUN ON TRUSS LAYOUT DO P.T. OVER D(B CDR OVER 2X& 31W RGW. SAON PINE SUBFA5CIA W/ CONT. ALUM. ORV; EXT. GRADE DRYWALLVENTED SOFFIT SEE FLR PLAN DBL. DO HEADER FOR STRAPPING FOR 4 -&' MAX OPENING, DBL. 2XI0 HEADER FOR 5'-9' MAX OPBVWG UN.O. 3VYCCNCSLABWiFIBER" ESH ON IIKJOD POST CLEAR CCI'PACTED PER FLOOR PLAN FILL W/ MOHOUTWIC WRAPPED W/STUCCO FTG. W/ 2 • 5 BARS Q( ORO JE® SOORFILAN FOR POST SIZE SCP SECTION ® COVERED PORCH TOOF RJSS9e7W) i13155 LAYOUT C B 2-2XiV kk"65 OTHEFMASE NOTED ON FLOOR PLAN TYPICAL STUCCO FINISH ( ALTEFIN ATE 2- OSTRAP TIES R) 5 CEDAR FINISH) (ONE EACH SIDE) PPOST ERFLOORPLAN OR CONC. SLAB . 1 FOR SIZE EPP ELEVATION ® REAR PORCH POST MONOLITHIC DETAILS SIMILAR tRRlS 4N ENGINEERING q qwwafw 2X4 BLOCKING • 24.OL. TYP. LATERAL SUPPORT ROOFTRIMTOPOFFRAMEWALL2) Qd NAILS TO ROOF TRU55ES) ITYP.) 2) Vd NAILS (TYP.) I/ 1' DRYWALL 2 - 2X TOP PLATE UN ' Q' 32' O/C I/)' DRYWALL R-II BAIT WSULATICH I/ B' STUCCO OVER METAL LATH OVER B• FELT OVER OSB. TOP OF FRAME WALL 2X STUDS Ib' O/C Uv O/C INTERIOR NB BRACING AT NON —LOAD BRG. EXTERIOR WALL DETAIL Sas Ei Eck sa s co V; 0-) > t Sa as9 W Ha o Sc FS aN i Briebia' wra d w.M desigrd OY. ni drawn UK dnw design chsd d b/. aww dale M-ZL-0I Sheet SP Of.