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128 Bristol Forest Trl (3)
9w CONTRACTOR ADDRESS Centex Homes 385-Douglas-Ave',-St-e-2000 Altamonte Springs, FL 32714 407-661-;--2-l-76------- PHONE NUMBER CGC 049689 PROPERTY OWNEI ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE ! 1 { u7 , " I 1 { 1 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION "'I G �, 1 1 1 SINGLE FAMILY RESIDENCE"" 1 " DATE: tb 23 03 1 1 , , PERMIT #:Ell ADDRESS: Iz<1`36;s-6) - Kcs� T--I c W u cJ r ,.. d i CONTRACTOR: PHONE #: 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. DEngineering Public Works tilities ❑Fire ozoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD ' . I Address Misc. Information Maintenance 10/24/03 11:55:26 Location ID . . . . . 247765 Parcel Number . . . . . . 22.19.30.502-0000-0170 Alternate location ID . . Location address . . . . . 128 BRISTOL FOREST TR Primary related party . . Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 PLZN BP PRESERVE AT LAKE MONROE 32603 2.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.CYO 61703 .�� CSVC UT BP -2 PD 6-16-03 SEE REC 5 5 61-7-n 4.00 CSVC UT 3 4" WA METER SET FEE 190.00 PD 6-16-03 61703 5.0a CSVC UT 61703 6.UO 7.00 _ 8.00 _ _ in nn Special notes More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel CERTIFICATE O 'OCCUPANCY / COMPLETION This is to certify that the building located at 128 BRISTOL FOREST TR for which permit 03-00002138 has heretofore been issued on 6/16/03 has been completed according to plans and specifications filed in the office of the Buildi g Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, elect cal, zorling and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled Subdivision Regulations Apply: Yes APPROVAL DATE FIRE: r; Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In rn Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: I- I Street Drainage btfj Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work DESCRIPTION � !f 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 - RESI'DENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE Street Lights Driveway FEES PAID DATE AMOUNT 8/19/03 10.00 6/16/03 10.00 8/12/03 10.00 7/08/03 10.00 6/16/03 10.00 6/16/03 59.27 6/16/03 54.00 6/16/03 279.61 No APPROVAL PAGE: 2 CERTIFICATE OF„OCCUPANCY / COMPLETION This is to certify that the building located at 128 BRISTOL FOREST TR for which permit 03-00002138 has heretofore been issued on 6/16/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/16/03 6/16/03 �/16/03 6/16/03 6/16/03 6/16/03 6/16/03 91.93 14.95 847.00 14.96 1384.00 650.00 1700.00 �V4�&ioa- . 0 Q3 O R BUILDING OFFICIAL / DATE CERTIFCATE.OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: Vb 2.3 03 PERMIT #: ADDRESS: Try 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, � fo�2 ¢�p3 GrEn it erin k D, SwC5(- g e g � _r ❑ Frre ,Public Works 'Utilities OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION.11 Q,, d,,,/q **** SINGLE FAMILY RESIDENCE**** '-auW DATE: PERMIT#: ADDRESS: \ CONTRACTOR: PHONE #: ( y0'1� y\Oko— 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 O Fire is Works � rnMdn� ong �Zin - -Utilities OLicensing M - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ,j CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: \C� PERMIT #:3 .ADDRESS: CONTRACTOR: PHONE #: � y\o\w- The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering 1), Public Works ]jUtilities OFire ❑Zoning 0 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) m o 146,)SG # ' s F�I CERTIFCATE OF OCCUPANCY s I , I l i i r r I ! 1 I I I I I I I I I ! ! I I I I ! I I I REQUEST FOR FINAL, INSPECTION I r , **** SINGLE FAMILY RESIDENCE**** DATE: \C PERMIT o. y o' V w C c W o a p C v� r ADDRESS: I v v �' o I 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. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering -'Public Works J tilities C( w 0 Fire �1 ` OZoning �\ ��- []Licensing CERTIFCATE OF OCCUPANCY t ' REQUEST FOR FINAL INSPECTION; , **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: 03-Z039 � v l ADDRESS: I Z� ���5", -}'U,�- �I t cgs]U I CONTRACTOR: ®o PHONE #: ( LVY-1 yAo- 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 OPublic Works OZoning tilities ]Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) W CITY OF SANFORD. FL Z r UTILITIES DEPARTMENT REQUEST FOR FINAL REINSPECTION DATE ADDRESS i y i�GS CONTRACTOR THE BUILDING DEPARTMENT HAS PREPARED A C.OI= O. FOR THE ABOVE LOCATION AND THE INITIAL INSPECTION_ WAS DENIED DUE -O. UTILITY RELA,TcD ITEMS. THE CONTRACTOR IS. REQUEST G /An REINSPECTION OF RELATED ITEMS ANI S NOVI ; FOLLOW_ S. INSPECTOR r, t :��' yX ��'T�����•'.�"="'-'x �z��'a _r�e.r�+�Zi;<-'Z��`?�'� �+?�'"`r`�'•' �r.?_rvF-,.�-:;i-s-:"`�a!'r'rry'y.,:;�c3=.:�-�'-. r.;1in-\tea-ti .:: .ti.��.'�=. �.-.mac; -iti-k.-.,--.rK.. rr.3. �', .. _..-•s3`........C.2a-� �:r:.. .ti 4]r" ... J•_k=i.:t::........._. T:_c.:_.-..,.�� rC•.._ L.� _ - FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 7. O.M.B. No. 3067-0077 — Expires December 31, 200E SECTION A PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 128 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 17, 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: ❑ GIPS (Type): ##' - ##.#N' or ##.#####°I ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE SEMINOLE COUNTY 120291 SEMINOLE FLORIDA 134. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202940035 E 4/17/95 4/17/95 X WA 131 U, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12, Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar* to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARAA, ARIAE, AR/A1-A30, ARIAH, ARAAO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum,used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) 13. 6 ft.(m) ro o b) Top of next higher floor 22.9 fL(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) " o d) Attached garage (top of slab) 13. 1 ft.(m) 00 E 1 o e) Lowest elevation of machinery andlor equipment w ca servicing the building (Describe in a Comments area) 12.8 ft.(m) E 16 o f) Lowest adjacent (finished) grade (LAG) 11 .P.0) Z' o g) Highest adjacent (finished) grade (HAG) 12. 6 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o I) Total area of all permanent openings (flood vents) In C3.h 0 sq. in. (sq. cm) i SECTION D - SURVEYOR, ENGINEER; OR ARCHITECT CERTIFICATION . This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320E.SOUTH,STEAAE.180ORLANDO FL 32803 SIGNATURE VDATE TELEPHONE )� r N 1 �, 10/21/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions i IMPORTANT: In these spaces, copy the corresponding information from Section A- For Insurance Company use: BUILDING STREET ADDRESS (Inducting Apt, Unit Suite, andtor Bldg. No.) OR P.O. ROUTE AND BOX NO. Porgy Number 128 BRISTOL FOREST TRAIL CITY STATE - ZIP CODc Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) e 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 Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed—, seepages 6 and 7. If no diagram accu ately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, 9 available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only); and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowiedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone 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 OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions — � .... _ _J i FLAT,; OE SURVEY DESCRIPTION: (AS FURNISHED) LOT 17, 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). s T ��, � roR�,wgrf RqC - 2i3' �FNf , � q sa00� . SOO �q pp �P / �, >> O A� LOT 18 h. GRAPHIC .SCALE i 10.3 0 15 30 S0', J 10.3 yo- �O Roo �� oo ry y ����p• % o N & Tf RFr ST ec01 1J tiT�rgFo 13OR "c ao� LOT 16 ryy c o 12.0 10, / q g61'F 11.4 STD00, 11.19 610 `rqr �,9jC CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: ' COMMERCE TITLE COMPANY - COMMERCE TITLE INSURANCE COMPANY - - CTX MORTGAGE COMPANY, LLC \\�PT NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD" VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, BUILDING SETBACK LINE FND 1/2" IRON ROD AND CAP CENTERLINE - O LB #68 (10120103) 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY LINE FND NAIL AND DIISC SET/FOUND ON 10-20-03, UNLESS OTHERWISE EXISTING ELEVATION 0 LB #6393 (10/20/03) SHOWN. CNA CORNER NOT ACCESSIBLE CONCRETE A._ DENOTES DELTA ANGLE 3. TIME SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE` AFFECT THE TITLE OR USE OF THE LAND, PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P)-PER PLAT ,. PRC DENOTES POINT OF REVERSE CURVATURE (M) MEASURED PT. DENOTES POINT OF TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND TYP TYPICAL LOCATED EXCEPT AS SHOWN,. - C/W CONCRETE WALK :-'A/C .AIR CONDITIONER SIDEWALK CBW CONCRETE BLOCK WALL - CP CONCRETE PAD. RP RADIUS POINT - - 5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CONCRETE SLAB OHU OVERHEAD UTILITY"PNE - ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON POL POINT ON LINE - - SURVEYOR AND MAPPER. R RADIUS- PCC POINT OF COMPOUND CURVE POC POINT OF CURVE I HAVE EXAMINED. THE F.I.R.M, COMMUNITY PANEL I HEREBY CERTIFY, THAT. THIS BOUNDARY NO 120294.0035 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT.TO-THE SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, CONTAINED HEREON MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLANE _ M`' "MINIMUM TECHNICAL, STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - ;a; I - BY THE FLORIDA" BOARD OF PROFESSIONAL VERTICAL CONTROL AS FURNISHED. s b "' s SURVEYORS AND' MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE BEARINGS SHOWN HEREON ARE BASED ON h PURSUANT -TO CHAPTER 472.027, FLORIDA 111E SOUTHWESTERLY LINE OF LOT 17 STATUTES. a BEING N54'23'11" W PER PLAT. � ;; v (FIELD DATE:) 7-2-03 1 REVISED: INS 0 3 " 130 FEET SCALE: - APPROVED BY: wRM AMERICAN SURVEYING & MAPPING FOR ASM39631 FINAL 10-20-03 CKB CERTIFICATION OF AUTHORIZATION. NUMBER LEI# 393 � , THE JOB NO. 320 EAST SOUTH STREET, SUITE 180 FIRM - FORMBOARD 07/OS/03 CKB � � - ORLANDO, . FLORIDA DRAWN BY: EoT PLAN os/z7/o3 cKe/sD 32801 (407) 426-7979 WILLIAM R. MUSCATELLO JR. PSM//4928 DATE ®. CITY OF SANFORD PERMIT APPLICATION Permit # ; V .3 Z 13 .G Date: % C1 - 0 3 Job Address: 12 $ • ,; : �1^ + v f:- JreB ^� �.� GEC l4em ro - fiye eryy_ Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 3 Plumbing Repair— Residential or Commercial ` Occupancy Type: Residential ✓ Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: �,� �/ J / Phone: Contractor Name &'Address:11,% x64-1 V 6_4 �9 �r ` d / • pqakq �l 1A • 3 Z7j Z_ _ �p State License Number: F C L Phone & Fax: — Z3SI CS 9' % s�✓ Contact Person: Gid Phone: Y — J 3 p Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 6de.WO- a P_ l(,- u_. Signature of Owner/Agent Date Signature of Contractor/Agent Date - 61114klr8 Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ _ Produced ID Personalh Known to Me or PPLI( :\I ION APPROVED BY: 13ldg: i Initial & Date) Special Conditions: Agent's Date _ir ' *�IPFE61N�i6Stt # DD 164280 Date EXPIRES: November 12, 2W6 �r9"-OF Ft.OP\Oe Bonded Thru Budget Nolary Services C ractor/A2e-: is Per a1. Known to Me or Nlu Produce, :D Zoning: Gt-:::es: (Initial S, Date) (Initial Date) FD:� (Initial fi Dar: S-06-203 12:52PM FROM P. I Permit # : Job Address: 11 Description of Work: Historic District: CM OF SANFORD PERMIT APPLICATION Q Da cc: Zonlag: " Value of Work: Permit Type: Building Electrical X Mechanical Plumbing Firc Sprinkler/Alarm Pogl _ Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Polc -- Mechanical: Residential Non -Residential Replacement Now (Duct Layout & energy C�!. - Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: #of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: —,� _ Flood Zone: (FEMA form roquired for vtucr ",Au X) rr�----® Parcel d: (Arrsch Proofof Ownership & Legal Description) owocrs Name & Addttas: Centex Homes 385 Douglas Ave. Suite 2000 _ Al tamnnte 2714 Phonc: 407-661-2150 _ Coptc;ctor Namc &Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando . FL 32806 _ State License Number; EC0002494 Phone & Fax: Fax 407-851-1 226 Contact Porson:John Findlay Phone: 407-851-1220 Bonding Company: J Addrea.c Mort",age Lender Addshs ArcltilccUEn�ineer: _,_ Phone ................ . aagress _A V ax: _..... .Application is hereby made to obtain a permit to do the work and installatiuns as indicated. 1 certify that no work or install3don has commenced prtc). Ike; issuance of a petrrt t and that all work will be performed to meet standards of all laws regularing construction in this jurisdiction. 1 und=mnd that a separate ptrmif must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, BEATERS, TANKS, and AIR"COND[TIONERS, cic. W�'ER'S AFFIDAVIT: I certify that all of the foregoing information is accttrete and that all work will be done in compliance with all applical,le iov.-: t cl:uldnng, corispucaon and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI;I IN ; TWICE FOR [MPROV5MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAR4 FINANCING, CONSULT WITH YOUR LENDER OR AN AI70fbNEY BEFORE RLCOR,DING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to ktc requirements of this permit, there may be additional restrictions applitsblc to this property that rray be found in the public mcorcu a:' ;his county, and there may be addirional permits required from other governmental entities such as water man!&epertt districts, state ugencics, or redc,ul drmcica. Accep:ancc ol' permit is verification that 1 will notify the owner of the property of the req S i great u r c o f O weer/Agent Da cc Nint Owner/Agcnr's Name atu rc of Notary-S I3Ic of Florida' Date Owner/Agent is Personally Kno,.%n to Me or i'rnduc�d IU •Uy ,i-..K:,%' ;Uti AI'I KOVEI) 11Y: Uldg .... ---• Zuitinb: ;Initial "F,—._ 0 turc of Contractor/Agent _ Datc Charles Cannon 1' Conu actor Agent's Nam GSnaturo of Kni:iry-State of flondt at 01 P°e9 PATR CIA A. ICADLAC MY COMit11SSION # DD 01.32116 ('ontruclpr/Ac;-'.: is Iscrsunai;. Known to tvi�`+�Or�pe EXPIRES: March28,2005 t eoo,3-N0TARy FL Notary Servica & Lbnding, lac. (Initial & Uutel llnili�l &' i>alel (li>,u31 ti Ua:: ` � ^i COUHTYOF SEMINQL - ' IMPACT FEE STMEMENT- ISSUED fY.CITY OF jANFORD ~ ~/ DATEx _' STATEMENT NUMBER 103-7551012 BUILDING PERMIT 4R.BIBERRY NUMBER: ~ ..... .... ... ______ UNIT ADDRESS: _ _ ____________________________-___ TRAFFIC ZONE: JURISDICTION: SEC: SUBDI I --��-�� APPLICANT -----��/-'�7� - -- ADDRESSR ____________~�� _ -- ----------------------- I.J.)ND LAND USE CATEGORY: 001 ~ Single Family Detached Hcuse ' TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Conztruction --------------------------------------------------------------------------------- FEE BEAEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � -------------------------------------------------------------------------------- - ROADG -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 ' LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 | SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 ' AMOUNT DUE $ 2,285.00 ' ' STATEMENT RECEIVED BY: /r~ SIGNATU (PLEASE . .`^... ....^' ______ NOTE TO RECEIVING`SIGN R PLICANT: ` FAILURE TO NOTIFY OWNE ENSURE TIMELY PAYME �� M�* �' ~!LT IN YOUR LIABILITY FOR THE FEE.�**** DISTRIBUTION: 1-COUNTY 3-CITY . 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT., \ PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS 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 REOUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICER 1101 EAST ' FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TU: CITY OF SANFORD ^ ' BUILDING DEPARTMENT �O< NORTH PARK AVENUO� 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 STATEMENTIS CDKIJUNCTION WITH ISSUANCE OF A*** *******************SIN8LE FAMILY BUILDING `~^ � - ` /^ r CITY OF SANFORD PERNUT APPLICATION Permit No.: Job Address: Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole ,New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: XXResidential _Commercial _ Industrial Total Sq Ftg: ems/ Value of Work: $ Q Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories:.0?— Number of Dwelling Units: 1 Parcel No.: 22-1-9-30-502-0000- 41!Z 0 (.Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE. , STE. #2000, ALTAMONTE SPRINGS, FL 32.714 407-661-2176 Contractor/AddreSS/Phone:. SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT) State License Number: CG C049689 Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661-4089 Title Holder (If other than Owner): N/A Address: Bonding Company: N /A Address: Mortgage Lender: N/A Address: Architect/Engineer HURRICANE ENGINEERING _ Phone No.: 407-774-9003 Address: P.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit'and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,' POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance:with` ' all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU:;.1.. '.;. 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 713, Q,A� 11 IN 0 4 1 JUN0 4 2003 Signature of Owner/,Argent ate 00 Signature of Contractor/Agent Date PAT KNIGHT t Owner/Agent's N J N 04 2000 ignature of Not - ate of Fr6rida Date iiNOUFFIL.f A. diflMA%N ....�. r.;y MIMISSlC' 't DID pr,r ci0 RREa 24 2004 °•F �r 1�? 6undenlhru riotap P11,111111C .nderh hers Owner/Agent is XX Personally Known to Me or _ Produced ID PAT KNIGHT Agent's Name r, JUN 0 4 2000 N Contractor/Agent is Produced ID 1%-4,BERLY 4 Hi;nWn— h!y Or1i1vIIS51��r,, Jt .,. �_ FXF'RES hv}am yto90 6wd_,i Thru Neta t,; h. L.Sf. °G04 `� - e onderwrrrers XX personally Known to APPLICATION APPROVED BY: Date:" or Special Conditions: _. 3 111111111=10,111-, . r. ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centexhomes.com via HAND DELIVERY This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and q the basis for the issuance of Permit No. for the following work: LOT / PRESERVE AT LAKE MARY SINGLE FAMILY RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations_ The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or n CENTEX HOMES ROGER DIXON, INTERIM CITY MANAGER Page 2 the issuance of Permit No. . The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: minted / I yped Name S S nature Printed //JTyped ame STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (Owner) Signature PATRICK J. KNIGHT Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this JUN 2003 day of by PATRICK J. KNIGHT as DIVISION PRESIDENT for CENTEX HOMES ❑ who is personally known to me or ❑ who produced their Florida Driver's License as identification. F KiM'B_F l w' to N D"A Notary Public Print Name: My Commission Expires: 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 loll 1198 111159111101119 ONDIUMN110111M PARYME NORSE, CLERK OF CIRCUIT CART SENINOLE COUNTY BK 04852 PG 1138 CLERK'S # 20030954t5 REDAW 06/05/2003 126101 PH � SINS FEES 6.09 RECORDED BY N Nolden THE UNDERSIGNED 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 PropeM: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4: Contractor: CENTEX HOMES' 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. 'In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 ear from the date of recording unless a different date is sp cified) Debra A. Riggs OFFICE MANAGER, FOR CENTEX HOMES, 38S DOUGLAS AVENUE SUITE 2D00, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MB THIS JUN 0 4 2003 BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION NWS 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY PUBLIC COPt, MAR'YANNE MOMO, I;. ERK OF CIRCUIT COUIM JACKIE CAINES $ IN'OLE C(I N FLORgg, rNotary Public - State of Florida Ornnllssion Expires Jon 21, 2004 DEPUTY f tFn� Commission # CC891727 Seminole County Property Appraiser Get Infonnation by Parcel Number Page 1 of 1 PARCEL DETAIL " I "I• �° I �ii > tScmmtjeCgMfit V I lot 9, fgrtfl ?t. antord !l. 32?9 f fr 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- S3-SANFORD WATERFRONT Parcel Id: Tax District: Number of Buildings: 0 0170 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: JustlMarket Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 17 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1,000 13,68000 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes "' I/ you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=221930502000001 ,... 6/4/2003 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK JP. —KNIGHT CGC049689 STATE OF FLORIDA LOT / COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this JUN 0 4 2003 by Patrick J . Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. NOTARY PUBLIC KIMISERI .u..t+Kss.Ye' .5oNW4z4'r i ..}ti9.eAv.✓. SH-25 SH-25 (+22/ -24) (+22/ -24) EGRESS EGRESS .— --I-R/s o i1 ii W.I.C. 11 j1 B'FLAT CL& 1 CAR -ET RR BEDRh I 03 r 'I BEDRM "2 3'-91 e'RAT CLG 11 Kj1 BFLm CL& =;1 CARPET FLR �id1 6+8' CATd'Et FLR i`_=_____ 2668 -_ 1-R 15- 0 B f]C 5-Io 8'-II L'2• �' 2'-013'-—1'-11 Ill' 3'-l' 2 6080 BI-FOLD 2668 V��AT�H 4R 15 AIC WT_BATH "2 2668 O'+iAT M68 2668 26" - DPI. m 1 — 3'-II° 3'-9' I' -II III 2668 SCALE . it'- F- I-R 4 S 2X6 - 1WALL NOTE: AIR HANDLER TO HAVE O 9 MM. OF 4" CLEARANCE ON ALL 51DE$ AND ENCLOSURE M 3 SPACE SHALL BE MIN. 12' --t.1 WIDER THAN APPLIANCE 0 - S BEDRM "4 OPT. CAMERA MASTER BEDRM 8' RAT CLG a. RAT CM CARPET RR CAPo'Ef RR 15'-3 VY 3'-2' 20'-4 Ill' C 4A V 2X4 '? EGRESS coL `A SH-25 4%6 6n. ca- SH_25 SH-25 (+22/ -24) DBL-25 9 (+22/ -24) (+22/ -29) (+21/ -28) EGRESS PARTIAL FRONT ELEVATION 'B" ® MASTER BEQRO� 1 r�' mi�* Ag 2nd FLOOR ELAN SCALE = 1/4 1'-0" NOTE: EXTERIOR WALLS WERE VERIFIED SUFFICIENT FOR -SHEAR LOADS O BE D "gX 1i0'' HEADERSOOD NOTED OTHERWISE NOTE: ALL INTERIOR WALLS TO BE 3 1!1" NOTE: LEGEND UNLESS OT14EF WSE NOTED. SEE FOUNDATION PLAN FOR 6 R NOTE: ELEVATION A SHOWN FILLED CELL LOCATION. 8'-0' AfF. BRG. WALL ENGINEERING (/ 7) ] 4-60(M -nx (NOT) 774-84n P.O. BOX 161613 AT-OME 6PRIMS. R 3TH6 11 is J. ANOERSOM PEd +m. fl HB 1'-10" 9'-9' 8'-5• 5'-0' 9'-0' e d SH-23 bays p SH-25 SH-25 �;, N (+22/ -24) COC PATIO (+VJ -24) (+22/ -24 r-------� ' 1 - - - 6-0 X 5-8 SGE ® I (+21/ -23) y m AT OK FP. EE RAt IFLAT 1 LL -In 1 KITCHEN e 8' R.AT C4fi o NOOK a• RAT CL& _ 01 QI151DE R/ABL O F VWLRR WNG�7B VWLRR Y FAMILY RM O - 8'RATCIA CAFa Kr stxFc m 1 11 LAUNDRY B RAT CM "I' Sc 7868 2SCr. �I�WALL � IVY i ii �'� T. i 11 r S 2-CAR GARAGE Bw. MALL DINING RM BRAT Cm CRC RR B' FLAT Cl.( CAIa'ET RR 11 tl � � 0 B C g' RlCall STOP 4— MG. WALL 9 7 BRa WALL — 1 1 1 1 1 1 LIVING RM 1 I Ir FLAT a& m I 1 CAWETRR 8 i 16' X ANEL PRECAST I LNTEL V NS ( 1/ -23) KT. �I DBL-25 (+21/ -28) 12'_4. y:_m. 20._8. 40._0. II H II II BEDFM. #4/ II HALVSTAIR WELL GAME RM. 11 --------------- ---------------- II II I G�TREAD 2x1 ENTRY I• Nosw. PWI1R. 1 11m. IX6 BACK 2X12 5TRlN7ER 1st FLOOR FLAW SCALE = Nis"= 1'-0" 45TP 12 INFDPMATIBN HEIGHT: 9'-4' . p j LENGHT: IV-& t RISERS: IS ® l 1/2" EACH TREADS: 14 @' IDEACH,_ 1 I�l250q STAIR 8� RUN DETAIL •q SCALE: N.T.S. ( NOTE: SEE STAIR DETAJL IN STRI.ETLRAL SHEETS FOR ADDITIONAL CONSTRIK-TION INFORMATION. ) :41 R HB 50. FT. CALCULATIONS Ist FLOOR 1062 # 2nd FLOOR 14410 TOTAL LIVING AREA 2509 # LANAI 00 ENTRY 154 OTHER 0 # GARAGE 421 # TOTAL AREA UNDER ROOF 29510 PATIO TOTAL AREA : ° ; ' - 2991 # Ur ss s s W .f i 0C) Lr) I " Alit = rem: deaIWied by- rd drawn by dmw design alecl®d lay. aww dale: M-1 1 Sneet A2 Of_ City of Sanford Building Division 4594 Submittal Requirements for Residential wilding Permit ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). ❑ 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls_ "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections- C. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. It Square footage table showing footages: 1. Garages/Carports 17 sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure O sq. ft. j_ Total Gross Area sq. ft. ❑ 3. Three (3) sets of completed Florida Energy Code Forms. ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept- C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. C. Property ownership verification_ f. Driveway permit issued by City Engineering Department. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. SUM O 4 200 g g / Date Otiyner/A ent Signature CITY OF SANFORD,PERMIT APPLICATION Permit # . 63 ^ Job Address: l Description of Work: Historic District: v-1 /1A-1. Zoning: '7 Value of Work: Date: R Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Electrical: New Service — # of 9MPS Addition/Alteration Change of Service Temporary Pole. _ - Mechanicalr' Residential Non -Residential Replacement New (Duct Layout &Energy G IF. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requited f6 o,t;llecr rlr:an X) Parcel M Owners Name & Address: Contractor Name & Address: Phone & Fax: URIMM Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) Phone: License Nu Phone: Fa x: RUSSID qO '% 5&,53Gc7-11 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, ia-us r-c;gulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL`f I7T YOUR )'A `rTrIG 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 aCderal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personali% Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: zi 10/o� j: Sign e of Connctor/Agent Date _ T G. DELL® RUSSO Pr, t Contractor Agent's Name QLt4,,A�QL Signature of No_7y-State of Florida Date Contractor/Age-..::sCl'ersonah,% Known to Me or Produce.' :D FD: (initial & Datel (Initial K Date) (Iirtial fi Dat: h"RiNDA 0. TURNER MY COMMISSION 0 DD 212893 J EXPIRES: June 14, 2007 Fp'F 9ondad Thru Notary Public Underwriters 1 1 lo 1 7 I PLOT FLAN t I DESCRIPTION:FURNIS PRESSHED)2i LOT 17,' RVE'ATLAKE MONROE_ +- ' 1 AS RECORDED IN PLAT BOOK"6`2", PAGES 12-15 OF THE PUBLIC :RECORDS OF SEMINOLE COUNTY; FLORIDA r F 'IMPERVIOUS CALCULATIONS (LOT ONLY) - 7 LOT 17 CONTAINS 6000 SQUARE FEET ±'(LOT ONLY) THIS,.STRUCTURE <CONTAINS 1504` SQUARE FEET t TOTAL CONCRETE. 546 (WITHIN LOTONLY) SQ. FT. t TOTAL SOD 3950 SO. FT, t PERCENT OF CONCRETE & STRUCTURE TO LOT 34% t SQUARE FOOTAGE '(UP TO CURB) `\ �- LOT 17 UP TO CURB CONTAINS\\`10.0 ` sTO� �glFR�gC� 6550 SQUARE FEET t SS 4f, THIS STRUCTURE CONTAINS 1504 SQUARE FEET q V ' '1T. CONCRETE 879 SQ, FT, t INCLUDING (SIDEWALK/APRON) �� �Q�i J,7 gRFq TOTAL SOD 4167 SO. FT. JvJ `vP�% \\ qCF ryJj `J OQ•- - .. LOT 1 p y \ - �Q�io`er - GRAPHIC SCALE U i `�� 0 15 30 i S / J~,�� h ?gyp r O ")o RQO h l ° 2SR°A° \ °° F�F` yF° SFOs° LOT 19 �O gnOy��C bp PI =� FLOOR SLAB, ELEVATION ., A� h MUSS SE. 6" 5::'��; L ROWN 0 0 ryh. °�\ \,�' f OF ADJACENT ROAD UNLESS Tcr TH410E APPROVE® RCC4'p\ YF . i 11.2 ti °0, STD \ op 0 S� 0� z \ BUILDING SETBACKS PT FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' LEGEND BUILDING SETBACK LINE MLW - MINIMUM LOT WIDTH POE POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE PREPARED FOR: — — RIGHT OF WAY LINE POC POINT ON CURVE CENTEX. HOMES -X PROPOSED ELEVATION R OFFICIAL RECORD PD PLANNED DEVELOPMENT _. PROPOSED DRAINAGE FLOW DENOTES DELTA ANGLE 1. ELEVATIONS SHOWN ARE PER LOT GRADING L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION R i PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PRM _ PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES TYP TYPICAL ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (P) PER PLAT A/C THE PROPOSED HOUSE. REFER TO AIR CONDITIONER HOUSE PLAN AND OPTION (M) MEASURED A/C CONCRETE BLOCK WALL , y LIST FOR CONSTRUCTION. FND FOUND CBW RP RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/W CONCRETE WALK CS CONCRETE SLAB FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES CPW CONCRETE PAD C CHORD; LENGTI ONLY. - - PB PLAT BOOK SO. FT. SQUARE- FEET THIS IS NOT A SURVEY R RADIUS NG NATURAL GRADE PGS PAGES - R/W RIGHT-OF-WAY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.LR.M. COMMUNITY PANEL 1. THE SURVEYOR HAS NOT ABSTRACTED THE NO 120294 0035 E DATED 4/17/95 AND FOUND "— LAND SHOWN HEREON. FOR EASEMENTS, RIGHT %`+ OF WAY, RESTRICTIONS OF RECORD WHICH THE SUBJECT PROPERTY"=APPEARS TO LIE 1'N 'ZONE ;X !' MAY AFFECT THE TITLE OR USE OF THE LAND AREA OUTSIDE 100 YEAR,FL`OOD PLANE yJ � 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. zµ 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON RAISED SEAL OF A FLORIDA LICENSED SURVEYOR THE SOUTHWESTERLY LINE OF LOT 17 AND MAPPER. ` BEING N54'23'11" W PER PLAT. (FIELD DATE:)�A ID� REVISED: _ L SCALE: 1„ = 30 FEET," APPROVED By: WRM - I AMERICAN SURVEYING & MAPPING JOB NO. ASM39631 CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 FOR 320 EAST SOUTH STREET, SUITE 180 A rF RM I DRAWN BY: ORLANDO, FLORIDA LOT PLAN-OS/27/03 CK8/SD 32801 (407) 426-7979. - - - WILLIAM MUSCATELL JR. SM#492 DATE .- I ,t { t ,A FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2509 LMR 0/ Builder: CENTEX-FOX & JACOB, Address: /,Z? BRISTOL 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: 42.0 kBtu/hr 3. Number 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 (ft2) 2509 ft2 c. N/A _ 7. Glass area & type _ a. Clear - single pane 258.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 112 b. N/A 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) It _ c. N/A _ b. Raised Wood, Adjacent R=11.0, 399.0ft2 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, 802.0 ft2 _ EF: 0.86 _ i- gib. Frame, Wood, Adjacent R=11.0, 310.0 ft2 b. N/A _ c. Frame, Wood, Exterior R=11.0, 1176.0 ft2 d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10_, Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741,0 ft2 _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. `N/A HF-Whole house fan, 11- Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 31902 PASS Glass/Floor Area: 0.10 Total base points: 35706 I hereby certify that the plans and specifications covered by; this :calculation are in compliance with the Florida Energy; Code_ . f PREPARED.: BYi D ►TE : JUN 0 4 2003 lierebylicertify,that this building, as designed, is in cornplian6er with the Florida Energy Code. OWNER 61HNT.-_�&[� DATE:4 2003 Review of the plans and EKE sT specifications covered by this 0 calculation indicates compliance 1 with the Florida Energy Code. � Before construction is completed ;4 V d this building will be inspected for 0 f n a compliance with Section 553.908 Florida Statutes. G0D WF BUILDING OFFICIAL: DATE: tverston: FLRCSB v32) FORM 600A-2001 Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2509.0 25.78 11642.8 Single, Clear W 1.0 16.2 32.0 53.47 1.00 1705.6 Single, Clear W 1.0 14.2 10.0 53.47 1.00 532.7 Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1.00 1891.2 Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6 Single, Clear E 1.0 6.2 32.0 59.31 0.97 1847.8 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear E 1.0 10.2 32.0 59.31 0.99 1886.8 Single, Clear E 1.0 8.2 16.0 59.31 0.99 942.3 As -Built Total: 258.0 14025.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 310.0 0.70 217.0 Concrete, Int Insul, Exterior 4.1 802.0 1.18 946.4 Exterior 1978.0 1.90 3758.2 Frame, Wood, Adjacent 11.0 310.0 0.70 217.0 Frame, Wood, Exterior 11.0 1176.0 1.90 2234.4 Base Total: 2288.0 3975.2 As -Built Total: 2288.0 3397.8 DOOR TYPES Area X BSPM = Points Type Area. X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1741.0 2.13 3708.3 Under Attic 30.0 1741.0 2.13 X 1.00 3708.3 Base Total: 1741.0 3708.3 As -Built Total: 1741.0 3708.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 162.0(p) -31.8 -5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p -31.90 -5167.8 Raised 399.0 -3.43 -1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: -6520.2 As -Built Total: 561.0 -4449.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 2509.0 14.31 35903.8 2509.0 14.31 35903.8 t EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 7, FORM-60DA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: ... PERMIT #: I BASE AS -BUILT Summer Base Points: 48834.7 Summer As -Built Points: 52710.2 Total Summer X System = Cooling Total X Cap X Duct X System -X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 52710.2 1.000 (1.087 x 1.150 x 0.90) 0.284 1.000 16851.5 1 48834.7 0.4266 20832.9 1 52710.2 1.00 1.125 0.284 1.000 16851.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 V FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Or.nt Len Hgt Area X WPM X WOF = Point .18 2509.0 5.86 2646.5 Single, Clear W 1.0 16.2 32.0 10.74 1.00 343.6 Single, Clear W 1.0 14.2 10.0 . 10.74 1.00 107.4 Single, Clear W 1.0 18.0 40.0 10.74 1.00 429.5 Single, Clear E 1.0 16.2 32.0 9.96 1.00 319.6 Single, Clear S 1.0 16.2 32.0 7.73 1.00 246.7 Single, Clear E 1.0 6.2 32.0 9.96 1.01 321.4 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear E 1.0 10.2 32.0 9.96 1.00 320.0 Single, Clear E 1.0 8.2 16.0 9.96 1.00 160.1 As -Built Total: 258.0 2592.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 310.0 1.80 558.0 Concrete, Int Insul, Exterior 4.1 802.0 3.31 2650.6 Exterior 1978.0 2.00 3956.0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0 Frame, Wood, Exterior 11.0 1176.0 2.00 2352.0 Base Total: 2288.0 4514.0 As -Built Total: 2288.0 5560.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points. Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1741.0 0.64 1114.2 Under Attic 30.0 1741.0 0.64 X 1.00 1114.2 Base Total: 1741.0 1114.2 As -Built Total: 1741.0 1114.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 162.0(p) -1.9 -307.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised 399.0 -0.20 -79.8 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: -387.6 As -Built Total: 561.0 1123.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 2509.0 -0.28 -702.5 2509.0 -0.28 -702.5 EnergyGaug6D DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB 0.2 r FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 7358.6 Winter As -Built Points: 9862.2 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) 9862.2 1.000 (1.078 x 1.160 x 0.92) 0.402 1.000 4555.7 7358.6 0.6274 4616.8 9862.2 1.00 1.150 0.402 1.000 4555.7 EnergyGauge"" DCA Form 600A-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEAVING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 1r. I ADDRESS: , , , PERMIT #: I 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 20833 4617 10256 35706 16851 4556 10495 31902 ,yJ e EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 I Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. '"J SA-22 OTHFR PRFS(:RIPTIVF MFASl1RFS (must he met nr eYCPpdpd by all rPsidPnr_Pc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Showerheads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"A DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL)' DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. 1- New construction or existing New _ 12- Cooling systems 2. Single family or multi -family Single family _ a- Central Unit Cap: 42.0 kBtu/hr _ 3. Number 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 (ftZ) 2509 ftz c. N/A 7- Glass area & type a. Clear - single pane 258.0 ftZ _ _ 13- Heating systems b- Clear -double pane 0.0 ftZ _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ftZ _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ftZ b. N/A _ 8- Floor types _ _ a- Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft _ c- N/A b. Raised Wood, Adjacent R=11.0, 399.Oft' _ _ 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, 802.0 ftz _ EF: 0.86 yr, b. Frame, Wood, Adjacent R=11.0, 310.0 ftZ _ b. N/A _ _ c. Frame, Wood, Exterior R=11.0, 1176.0 ftZ d- N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10- Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ftZ _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, _ c. N/A HF-Whole house fan, It- Ducts _ PT -Programmable Thermostat, a- Sup: Unc. Ret Unc- AH: Interior Sup- R=6.0, 1-0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) THE S7_4 in this home before final inspection. Otherwise, a new EPL Display Card will be completed of based on installed Code compliant features. \4Wl Builder Signature: Date: JUN O 4 2003 o Address of New Home: /0�d BRISTOL FOREST TR. City/FLZip: LAKE MOPJROE/32747 g o0DWE Al *NOTE. The home's estimated energy performance score is only available through the_FLAIRES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarT designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating - Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters- For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) ,Ak f RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 • • • esr n=°Informations. Weather: Orlando, AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 36350 Btuh Ventilation air 0 Cfm Ventilation air loss 0 BtLh Design heat bad 36350 Bluh Infiltration Mehod Simplified F� on quality Average 00 Area ft He a ng Cooling z 509 25(19 Volume (W) 20072 20072 Air chancesftur 0.70 0.40 Equiv. AVF (clm) 234 134 Heating Equipment Summary Make 1 4TROL Trade Efficiency HeatingHeating input output Heating temp rise Actualheating fan Heating air flow factor Space toTnostat Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 29386 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 °F Useata n Rate/swing multiplier 0.98 Total sens. equip. bad W253 Btuh Latent Cooling Equipment Load Sizing Intemal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 3946 Btuh Total latent equip. load 7538 Btuh Total equiprrierlt load 37791 Btuh Req. total capacity at 0.70% SHR 3.6 ton Cooling Equipment Summary Males JANTROL Trade 7B HSPF Efficiency 120 EER Sensible coding 29050 Btuh 0 Btuh @ 47°F Latent coding 12450 Btuh 0 'F Total cooling 41500 Btuh 1400 cfm Actual cooling fan 1400 cfm 0.039 cf TvBtuh Cooling air flow factor 0.048 cfnl/Btuh Load sensble heat ratio 80 % Boldlitalic values have been manually overridden Printout cerlfied by ACCA to meet all requilemerits of Manual J 7th Ed. wr1gFitsoft Right -Suite Residential- 5.5.06 RSR26014 MCA E:\Files\f\Fox & Jacobs 2002\250912509.rsr 2002-Apr-03 16:42:13 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 20072 fr x 0.0167 = 234 cfm 2 Winter infiltration bad 1.1 x 234 cfm x 32 °F WrterTD = 8243 Btuh 3. Walter infiltration HTM 8243 Btuh / 296 ft2 Total window = 27.8 Btul ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20072 fN x 0.0167 = 134 cfm 2 Summer infiltration bad 1.1 x 134 cfm x 18 'F SumnierTD = 2650 Buh 3. Summer infiltration HTM 2650 Btuh / 296 ft2 Total window = 9.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff. x 134 cfm = 3946 Bluh 71 Procedure D - Equipment Sizing Loads 1. Sensible Siang bad Sensible ventilation load 1.1 x 75 cfm vent x 18 °F Su merTD = 1485 Btuh Sensible load for structure (Line 19) + 29386 Btuh Sum of ventilation and structure bads = 30871 Btuh Rating and temperature swing multiplier x 0.98 Equipment suing bad - sensble = 30253 Btuh 2 Latent s¢hig bad Latent ventilation load 0.68 x 75 cfm vent x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3946 Bkht Equ'rprrient Sizing bad -latent = 7538 Btuh `Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printer rt certified by ACCA to meet all requirements of Manual J 7th Ed. ^� wrsghtsoft Right -Suite Residentiat- 5.5.06 RSR26014 2002-Apr-03 16:42:13 ACCK E:\Fifes\f\Fox & Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FAMILY a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 PDR NOOK/KITCHEN a n w a C n 0 d 1 1 90 1.0 1.0 11.0 3.2 54.4 10.0 0.0 b n W a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 LDY DINILIV/FOY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 MSTR. BR a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 M.BTHMIC BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BDRM3 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BTH2 BDRM4/GAME RM a n e C C n 0 d 1 1 90 1.0 1.0 5.0 5.2 54.4 32.0 0.0 a n e C C n 0 d 1 1 90 1.0 1.0 3.0 5.2 54.4 16.0 0.0 wrlghtsoft Right -Suite Residential"' 5.5.06 RSR26014 2002-Apr-03 16:42:13 j4C(�{ E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 1 s RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 .8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (4071 831-2665 rvvu'W-AL..c iai rn 1 Namedroorn EnfreHorse FAMLY PDR NOOMUCHEN 2 Length deposed wd 323.0 ft 54.0 ft 4.0 ft 34.0 ft 3 Roomdirnasors 17.0 x 15.0 ft 4.0 x 8.0 ft 24.0 x 11.0 ft 4 Ceilngs Coraoption 8.0 9 heaUcoot d 8.0 ft heeiWd 8.0 ft heaNmol 8.0 ft heAbool TYPE OF CST HTM Area Load@th) Are Load @ th) Area Load@ffi) Area Load(Btih) DWOSLIRE ND. Mg I Cig (ft) Htg Clg (ft2) Htg Clg @fl2 Htg Clg (fig) Htrj C13 5 Goss a 14B 4. 21 968 - 272 ` - 272 - - Evosed b 13C 3. 1 - - 160 - - - 0 - - vials and C 12C 2 1. 1288 - - 0 - - - 0 - - Partitions d 0. 0. - 0 - "" - - 0 "" f 0. 0. "" 0 "". "* . ' 0 "" 6 Wrrbrsad a 1C 37. 218 Im -32 1183 - 0 0"" 10 370 - glass doors b 8C 37. 1478 - 0 ""0 040 • 1478 - Heating c 9C 38. - 0 "" 0 e 0. 0 "" 0 0 " 7 NBdouvsand North 0. " ` 0 0 " 0 " glass doors NF�NV 0. - 0 0 " ' ""' 0 Cooing ENU 54. 2� 12294 32 - 1741 50 272) SEJSW 0. - 0 0 - 0 0 South 30: ' " 973. 0 " 0 '* 0 " Horz 0. 0 0 0 0 0 8 Other doors a 11A 18. . 12. 717 484 18 340 229 A 0 b 11A 18. 12 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 9 Net a 14B 4. 21 8M 3996 1651 240 1106 494 0 0 222 1023 451 eposed b 13C 3-1 1 31C 977 363 142 447 166 32 101 31 0 0 Ovals and c 12C 2 1.E 117E 3387 2296 0 . 0 0 0 0 Partitions d 0. 0. 0 0 0 0 .0 0 e 0. O.0 0 0 0 0 0 f 0. Of 0 0 0 0 0 0 10 Wings a 16G 1. L 1741 1838 2413 0 2B4 09 366 b 0. 0. 0 0 C 0 0 0 0 c Of 0. 0 0 d 0. 0. 0 0 C 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 11 Floors a 22A 25. 0. 162 4199 0 54 1400 0 1 34 881 (Nob: room b 19G 1. 0. 399 453 0 0 0 0 0 01 0 rs d2pll d I 0. 0. 0 0 0 0 0 for stab e 0. 0. 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 12 Infiltration a 1 27.8 9.0 296 8243 2650 50 1392 448 50 1392 448 13 SW bss 6r8_+11+12 33Q1G . _ 5968 - - .». 5423 LesseJerrdheatirg ""' "" - - - Lesstrmler ,, • ,,, »» -»* - 0 - b � 14 D 10' 330E 10/1 59 1�/� 10 % 542 15 Total loss =13+14 360 "" 6455 225 59ffi 16 InL gams: People @ 300 1800 4 1200 0. - 0 Appl. @ 1 21800 0 0- 1 - 1290 17 SublotRSHg*F7+8-+12+16 - "* 25714 4278 - - "" - 5191 Less exlardmofrg - •• 0 0 - - ,• Less transfer - • • 0 , •• 0 - - «» " Cooing recistnbubon - • • 0 , ,, , » 0 - - «„ 18 Dud gain 10' - 2371 1ff/ - 428 V/1 - 100/( 51 19 ToU RSH gai"17+18)-PLF 1.0D "" 29386 100 - 4706 1.00 41 1.0D 571 23 Air required On) ""` 140D 1400 " 249 224 "* 230 PrfrlW certified by ACCA b meet all requirements of Manual J 7#1 Ed. wrogf ,tsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 '` E:\Files\f\Eox & Jacobs 2002\2509\2509.rsr Page 1 W RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvirvvir L c m rn 1 Namedroam LDY DINLFVIFOY MSTR.BR MSTFWVIC 2 Le xfiofeposedmel 6.0 ft 64.0 ft 40.0 It 30.0 ft 3 Room dimensions 16.0 x 6.0 ft 19.0 x 220 ft 21.0 x 19.0 ft 13.0 x 16.0 ft 4 Cettgs Cona option 8.0 1 hea" 8.0 ft heavood 8.0 ft helbool 8.0 ft i hear" TYPE CF I CST MM Area Load (Bhh) Area Load W) Arm Load (Bluh) Area Load (Btih) E>FOSURE NO. Htg Clg W) Htg Clg OF) Htg Clg (ft2 Htg I Clg (ft') Htg Clg 5 Gross a 14B 41 21 4E m- - - 0 - - Eposed b 13C 3 1 . , .,« 136 - ,, , 0 - - 0 - - vralls and c 12C 2 1. 0 - - 320 - - 240 - - palbons d Of 0. "" - - 0 - - 0 - - e Q 0. 0 - - - - 0 - - f 0. 0. "" "" 0 , ,. 0 - - 0 - - 6 Wndamad a 1C 37. "" 64 "" 11 - 0 - glass doors b 8C 37. 0C 0 - 0 0 - Heak@ c 9C 38. 0 0- 0 0- d 0. .' 0 0 " e 0. "" 0 ` ' "" 0 " f 0. "" 0 "" 0 7 ;WrxbAsad North 0. 0 0 - 0 0 - 0 "" glass doors NENW 0. - 0 0 - 0 0 "" Coo5n9 ENV 54. - 0 32 - 1741 32 - 1741 0 - 0 SESW 0. - 0 0 - 0 0- 0 " Sorts 30. - 0 32 - 973 0- 0 " Horz 0. - 0 0 " - 0 "" 81 Other doors a 11A 18.9 121 0 0 20 378 255 0 C 0 0 b 11A 18-9 127 0 0 0 C 0 0 0 0 0 c 0. 0. 0 0 0 0 9 Net a 14B 4.E 21 4E 221 99 292 1346 601 0 0 0 eposed b 13C 3 12 0 0 136 428 159 0 0 0 mats and c 12C 2 I_E C 0 0 0 0 286 829 560 240 691 467 partitions d 0. 0. 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 10 Ceilings a 16G 1. 1. 0 0 0 399 421 208 M 211 b 0. 0. 0 0 00 0 0 0 Of 0 dc I o. 0.1 1 0 0 0I 0 0 e Of 0. C 0 0 0 0 0 0 f O.0 0. 1 C 0 0 0 0 0 0 11 Floors a 22A 25. 0. 156 0 64 1668 0 0 0 (Nola. room b 19G 1. O.0 0 0 0 0 399 453C 0 c 0. 0. 0 0 0 0 0 is displ. d 0.( 0-1 0 0 0 0 0 C 0 0 forslab a O.0 0. 0 0 0 0 0 0 0 floors) f Of 0. 0 0 0 0 0 0 0 12 Infiltration a 27.8 9.0 0 Of 84 2339 7SZ 32 891 21q 0 0 13 Subblal bss=6+8 +11+12 377 - " ` 8515 - - "" "" 911 Less eternal hung ,,••C - , , ,,., .». () «» Less transfer .. - C - - . » .. . ,. lleaFng redstrbution , « - - - 0 • ,• 14 Dud loss 10' 38 - 10/ 8T- 1Q/ m10% 91 " 15 Total loss =13+14 414 - 9367 - 4156 1002" 16 Int. gars: People @ 300 C0 1 "" 300 1300 0 Appl @ m 1 600 0 0 0" 17 Subtot RSH cyairr-7+8,+12+16 "" "" 699 "" 4781 "3440 " Less ederrd cooling 0 0 - Less transfer „» ..,. 0 ,«. , ,, 0 - Cooling redbNbnfion 0 ,.» ,,. 0 - 18 Dud gain 10' 7D 10// 478 10/ 10% 19 Total RSHgan=(17+18)-PLF 1D0 769 1.00 "" 5259 1.00 "" 20 Alo required On) 1 37 "" 361 251 160 1 "" 39 Pr *xA certified by ACCA tD meet as requmnents of Manual J 7th Ed. wr-rrgFartsoft Right -Suite ResidentialTM 5.5.06 RSR26014 E:\Files\f\Fox & Jacobs 200212509\2509.rsr 2002-Apr-03 16:42:13 Page 2 +f RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (4071 831-2665 IVWIVI.WL .. /nta 1 Nameofioorn BDRW BDRKB BIH2 BDFd� FW 2 Lerghdagosedwal 15.0 ft 28.0 ft 6.0 ft 420 ft 3 Ro=dirnaisiors 15.0 x 17.0 ft 13.0 x 15.0 ft 16.0 x • 6.0 ft 18.0 x 18.0 ft 4 Ceings CaA Option 8.0 1 heakool 8.0 ftheeNcool 8.0 fthealhool 8.0 ft heFilood TYPE OF I CST HIM Am Load (Btrh) Arm Load (Btih) Arm Load @bl,) Area Load (Btrh) D Na Htg I Clg Htg Clg Htg Clg (ft2) Htg. Clg (ft) Htg I Clg 5 Gross a 14B 4.E 21 C 0---- - --0 ---- ---- 0 *�* Exposed b 13C 3 1 0 ---- -'*- 0---- ---- 0 walls and c 12C 2 1.S 120 224 ---- ---48 ---- ---- 33B partitions d Of 0. ---- - -- ---- ---- 0 " f0. 0.0 ---- -,, 0 ---- -.-- 0 . 6 V*rb&sand a I 37. -- 1E MI ---- 16 "'- 0 0---' 48 177, ---- glass doors b 8C 37. ---- 0 '-"0 0---- 0 0 ---- Hea6g c 9C 38. -- 0 ' --0 0---- 0 ---' d 0. - 0 ---- ---- 0 0 " e 0. ,..- 0 -"' 0 0 --.- 0 f0. ---- 0 - 0 0 ---- 0 0 ---- 7 V*daAs and North 0. ---- 0 0 ---- 0 0 - - glassdoors NEiJW 0. ---- 0 0 ---- 0 0 ---- 0 " - Cooing EW 54. 1 ---- 870 1 ---- 87q 0- -C 48 ---- 2511 S6SW 0. 0 0 ---- 0 0- --C 0- South 30. ---- 0 0---' 0 0-C 0 " Hors 0. ---- 0 0 ---- 0 0---- 0 -8 Otherdoors a 11A 18. 12 0 0 01 0 0 0 0 0 01 1 b 11A 18. 1Z7 0 0 0 0 0 0 0 c 0. 0,0 0 0 00 0 0 9 Net a 14B 4. 21 C 0 0 0 0 0 0 0 exposed b 13C 3 1 0 0 0 0 0 0 0 V14alls and cdl 12C 2 1. 1044 300I 232 599 404 4i 138 2BB 829 Q, 0. 01 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 10 Ceilings a 16G 1. 1. 255 269 353 195 206 270 96 101 133 324 342 49 b 0. 0. 0 0 0 0 0 0 0 0 d 0.� 0.0� 0 0 0 0 OI ul 0 OI 0 0 e 0. 0: 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 11 Floors a 22A 25. 0. 0 0 0 0 0 0 0 (NO18: room b 19(1 1. 0. 0 0 0 0 C 0. is di pperral. d 0. 0. 0 01 0 0 0 0 0 torslab a 0. Of 0 0 0 0 0 floors) f 0. 0. 0 0 0 12 Infiltration a 27. 9. IIE 446 143 16 446 143 o o q 48 1337 13 Sutlotel bss=6+8.+11+12 ---- 1606 ---- 1842 -- - - - 240 --"' ---- 42 ---- Less ederrd heatirg - ---- ---- - • ,• 0 ---- --'" 0 ---- Less transfer - - ---- ---- ,- -,» 0 ---- .--- 0 - gedN ,.. . . 14 10y, 161 1M 184 19/ - ' 10% Ql 15 Total loss =13+14 1766 - - " - 2026 " - 254 - - - 4711 "- 16 trrt gains People @ 300 C---- 0 0 ---- 0 0----C 0 ---- Appl @ 1200 C---- 0 0 ---- 0 0 - --C 0 ---- 17 Sit RSH gair=7+8.+12+16 - - ---' 1569 ---- ---- 168E "--- ---Zm-- - ---- 405C Less a &wd cooling »» ---' 0 ---- ---- 0 •»- ---- ,,• Less transfer ,«, ---- 0 ---- ---- 0 =,-- ---- ... «« Cooing redstrrbution - ---- 0 ---- ---- 0 ---- ---- -«- •, 18 Dud gain 101/. ---- 157 ' 10/ '-- 169 19/ '-- 10 % " - 19 Total RSFf gar17+18) PLF 100 - - 172& 1.00 1857 100 "- 2 1A0 20 Air Wired (drn) - 82 - - 881- -` Pnr hA certified by ACCA tD meet all requimments of Manual J 7th Ed. wregF�tsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 '�� E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 3 O 4 0 1 4 3 2 REVISION$ NOTE I. 88843 VP y.LRi-OP MKiKNCON7 SiTW (6S+)SCC 10N7S(NOT�SN ). 2- THICK 1(! INTN4C04R 813,1] POn I/' 1R0( 00", ACHC OCIECC W ROT ) !' A V. Cl. Gun" um IOCN POSn" WY, "04 WIDTH . 1$'-0' 9N v In rvAT18H WENT R�l I¢ONT "p C WITH U.V. 1 1 0.0, 4W, OOATNO ON DUrmi SWwACC wASNO+ RCgJ-1[D. lW SCRM WY K COIPitRRY1N (our NOT R[WN(D) TO PROACC A FLUSH UOWInNO SUR/AU. Np"20MAL ,PATS DO NOT TRANYUI LOAD, VII ASS CLA33 oR I/B ACRIuc UiC .rr N R R US TTJLOW PINK t 2 1 i DESCRIPTION FOR TRACK BOLT MOP7GONTAL TPA" %?PC OR w DOVWALLLI (TO SWT) D 13 u a_ 37LCL nA0 SRApIR. 16'.11Go rQ w000 UW Mnl J) S/1111-6/f ,W000 W SCALwE ..• r..neu AYAKABLC K AN OPIIOM 1 CNT 2' OKV. STEEL TIWCK, rW.K THKAM 31 IYP. 2-I/2'.12 " OALV, 'arm TIUBI IIUONLT, (4) T"X &MUCTS P(A SIOC, ry � LNR Tor BMOKCT 9 6 0 6 C NO, m �NI �•K LDY Nr.rrewTu evnd+ PI♦.f/6' SNEST AI(TK -CAWIl 0 6 SW SCR[w8. . c� Trle WNW ti u3 lutr.ure�iA�-T+ Nwcr ' NN 11• �i �L rr STOP YOUL0w6 BY DOOR NSEWEA (TO SUIT) �70 OA. IRN. CILV, JtQl [NO 3TAl 20 u G LV. STEEL .flat. r" C 9 - u0LDE0 64S10E j10 - tWACI(CTS fA$iCllm M'CGD AA:JAB� 25 0, MIY. STEEL 171E /S.J/1' PAN NCAD SCMw WRN ONE 4/16s)..-6/i• (AO S SKPI CO.TTO VITM 0-40 WIN. 10 lOaC'RS P01 UTL) 7 f a1 2I (C--O mTMCJ( CA;V,WIiINO, bW[0-ON PRWIA, ) OR N CC111CR3 (I.000 ►d WK CONCR(TC) On 7/IV 1.0. RWNO PUSNN AN O A Lr*!ON POLYCSTUI SKy U1tN (NGCCS I/1'./' TNCON SC/tCw! O`I 17-1/2• CPITOM (LWQ /ASISNCA WIPER RO(AGA) IS CEAN mCALV. ! WN C TOP CO APPLI(U TO BOTH P9 IN. CONCRGTC). WASNCA9 wCUIOm �� f10CS W SR0. lNw. 12 G. MLV, STEEL TOP w�T 91if,1T ,WCJgRf, f• 0.0. Nw. wSNCR RCOUNID !• OU,V, fR[L iMCK IASiW(D r0 11 W N m ro 1 ,� w 1 ROLL[A 6'•PA('XR. NLl1 WTTN TAPCONS. AnCMOM 14Y N: COVlrtCPSUNK 12 u GALV. STCCL TRAOI iP4CIfL13. IASr�y�C ��� L6PAaiT ATTACHED w/ 1) WTI STU CI[YI LO( 01 DOOR. (pUi NOi KOUu[D) TO PROADG A IWlN TR14f ATTAOYD to IRAPIR �L♦� 4 Y IIHS/S• WLLf YCTk YOUNRNO NVI/Y. N01\iONAL ,IY1if 00 MOT y172N y1K 1/d'YS/IOOIT NUT ♦J 1 ♦ a7 ♦ T SCREWS PTA WO WNOL SNIP IA► JONI3. CRC1Y7, rwyu WAM OR rwO 1/4' CN ftVCM o A3nc K(r(0 IUNOLL � (NO 2' OK SHORT- STEW. 10 B.Il SRLL ROLLf11. 11 OA. CALV. STE0. / ENO SI1IE (46 n0 wN0[. EACH .'S/ ST%L .IOW9 rO:IGGS:�! YMN wLSR. 0.64 P.G. T(,) TOINTMpnrP._e,rION d ,.,.n. RY OTHro- Srennl t.e NORTH FWAXM Pwak" P.C. j2W2 IIa/B C.T TALL U.µ1 ♦'.J ♦' fN20vCa MUM � DESIGN LOADSI +24,0 PSF d( -24,9 PSF WIN. rEEO STRGIOTN: JO KSI TTL oMN R.f THE OCSICM Of MC SUPPORrNG STRUCTURAL (1WGNTS oursro( TACH SNC SNWL M T11E PIY NSN27fT a THC PROFtU4KL DP TEST LOADS: +35.0 PSF k -37.0 PSF KwDIE OF DOOR. RECORO FOR TNC WILINNO OR StP%MRE AND IN ACCOROAWA J' TWL . 20 u GLV. STECL U-VAS EYO SLIDE BOLT WITH cURR(M SWIDPa2 CODES FOR THE La.Of USTLO ON osaNa Dauum .s wPS L I W A 2-,-2-1 P,T1G11M (I,E TMO U-6AR3 :RLK LOG( ow•Ora THIS DAWnNc r- YIM. RWIm 1Cl (ORW(� PART NO,: - ^ ON Borro4 3(GigN, oNtl U-w1 ON NEAT INTO VERTICAL _ A uCtION fTC.). [AM U-BM ATTACHED tr" CHIC V.4se SWIR/ MOM.. 312 ft-A V. S:tE 1600 T- 'AtM I/4,3C sEV IMP04 WPM Loa ON t«a.D+/n N.-wM' Cinelnnolt OM 45202 ►(A C Loc LTIDrL pOOW W QOPAY Pu3Nou".RDPucIs m. TOLERANCES -n IDEA T�-11", �, I.SIJ-J6'1 00 wW.♦�w.,w.•-Iwlw ,0 - #.OS 6farmoTovE fa No. I -!I} E2-7J19 S CTION A.A (SIM VIFW) #.015 .lurwl n. wl.r rMr.,l F.wn W DESCRIPTION: MODEL 611T WI-1-1-0 x b-0: 24/-24,5 DESIGN LOAD /+«... uw. Aw. w.r rwwl 000 . #,003 17 u CALv. MID. BOTTOM 3RAOKer. / S.--Nr M �y rnaeu «. 0000 . #,OOt .DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. ATTACHED rAM (2) 11"S/6' 3HECT 4CTAL !GAMS. /y11/J. ORgnH • t I AWwNUW E(TRU3MN � /� /. 1 Thlro Angl. CHECKED 8Y: MWW DATE: 4/15/00 SHEET 1 OF 1 SIZE J VIM W(ATHIAP". / Pr0.e0on f - Lim SLl.O AAOIN.M.. OWCNsMNB C w wCHes. DWG. NO.: 102138 IREV, 4kt 4' t nF D �I NAT ON Thermo - Door Tru In -Swing Dr wood Frames System r)Fc1ON PRESSURE RATING - 3' MAX tl3' O.C. W MAXIMUM rUc � I NOMINAL SIZE, Single up to 5'4 x WO w/w0 sider.'t0S Single Positive. 6.0 PSF Negative 6.0 PSF I` Double up to 8'4 x 8'0 w/wo sidues _d Single with Sidalitas Positive 60.0 PSF Negative 60PS F SF O M li! . Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 000 t6ABI r rnNFICURATIONS! _ X. OX• X0, OXO, XX, OXXO C:NER,I DESCRIPTION, The head and side iambs on r+ngeljoint piM cc 0 in measuring a min. 4-9/16' with o 'i /2' robbeted stop.TAPCON r '• 3T/ANCHOR 3' LU MAX is' O.C. TYPE 1/2' DRYWALL O j O - 1 x 2 FlRR1Na 3 3/16' TAPCON yy _7 TYPE ANCHOR + 3@ ITJ Z 1/2' DRYWALL-,,, ll ��... H ? . . •� e • �� ' MASONRY tJMfL 1p (l 1 ; �.• WISONRY ll/lfrl 1 i 2 1RRIVVNG t , 2X SUCJC 'v,••�� 'v'•'.. . ♦.. 1.. d iX f111CK •'e' •�� " �•.. o M • •V i m •C . JtTERKiB a c CC 3/16' TAPCON tf 1n l� W)i B r 2-1/Z'�X fit. ~ ••� (See nol. 2) ; i v o �, nJ PPH WS Ar ..' CONCRETE . � bS 1fM ,IAue o .y .••. .•, MASONRY BLOCK NEAR .wre Ci: c Tg 2Y SilB-BUCx +• •'•.•:' d •r,' ID iX su9-9ucx �+ . p io • ; '• ' r'.. 1/2' DRYWALL .� H LL _ 332 .• N ti '.♦ IX BUCK '..•. ;�. o.. t r 2 FIRR.h, Z u 3/16' TAPCON INTERIOR O Eli � 1/2- ISYYWALL TYPE ANCHOR U v 29 tVCK y ., F Jllg6� 1 x 2 FIRRNG ;'yi• ELCO TAPCON Of' EOUAL N (235 LB. SHEAR RATING)J/16TAPCON ' �; ,�, H . •`^ :yi•.•. (See not. T) .'t•' � O Z 0 x 2-1/2' •••` .'q .Y{o •�! U O 3 PFH WS r '•-1 N _ y f 3/16' TAPCON .TYPE ANCHOR SHN SPACE •j -1/4MIN. '' • vElmcu. SIDE .IAMB '` d �euabwa .W ffeJSFACC � .'Ji + TO I% SUB-eIKX aNSVLTANTS. IMC 1 p WKNOTF• 1. This system has been evaluated for use in locations cdhering to the Florida Building Code >, f DATE 4/3/02 vourAL SIDE Awe and where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings $CALL' N.T.S. TO 2X SUB-BUCIf 1 W • DAL WK and Other Structures do not exceed the design pressure ratings listed herein. DWG. BY; W.L.N. 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods CNK. BY: R.W. and sub -sections 1707.4.4.i and 1707.4.4.2) Topeon type concrete anchors must be used and the DRAWING NO" T-02201 length must be such that a minimum 1-1/4' engagement of the Topcon into the masonry all is obtained. SHEET t or t e, MO2E1 DESIGNATION: Thermo-Tru Out -Swing Door Wood Irromes System 3• MAX 18' cc u ,• I IU OYMkL NOMINAL SIZ Single up to 5'4 x 8`0 w/wo si lailas Double up to 8'4 x 8.0 w/wo sideiRm ' ' •e •' 11, ONFlOURATIONS: X. OX. X0, OXO, XX, OXXO - CENr RM _DESCRIPTION: The head and side jambs am fing-rjoint pine measuring a min. 4-9/16' with a 1/2' robbeted stop. _ 3 m MASONRY UMEL 1 x 2 FlRRINC N � N DRYWALL r 3/16TAPCON TYPE ANCHOR ELgffiOR z T- INTERIOR L 3N jz�- PFH WS :1 f y HJAMB EAD TO SUB-B ucK 1t' s } 1 1 •.' MIN. EMS' i� . 1.13' MIN, g P'.•i''' > .h' 25' MAX. Y SHIM SPACE EXTEBIDB �(j >F r �Lt PFH ws L •'F:;ICN PRFSSURE RATING: Single Positive 67.0 PSF Negative 67.0 PiF Single with Sidelites Positive 60.0 PSF Negative 60.0 P3F )cubic w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF MASONRY LINTEL i x .1 IIRRINC MAX is' O.C. 3/16- TAPCON TYPE ANCHOR ELCO TAPCON OR EQUAL (233 LB. SHEAR FAnNO) tom 13 .25' MAX. SHIM SPACE EXTERID / 3/16- TAPCON J TYPE ANCHOR HEAD UAM8 TO iX SUB -BUCK 25' MAX. SHIM SPACE r E)=10R 3/76' TAPCON TYPE ANCHOR N N INTERIOR /51 VERTiCAI SIDE JAMB TO 1X SUB -BUCK 3/16' 1APCON TYPE ANCHOR •1X BUC< i �_ 1ItIi8(OB ,I U 1.25' Ml+l. Elm x 2 F}RRING DRYWALL 1X BUCK a lNTF6lOB 1 x 2 FIRRING 1. This system has been evaluated for use In locutions adhering to the Florida Building Code r' .15' MIN. and where pressure requirements as determineo by ASCE 7 Minimum Oesign Loods for Buildings C—SINK ORYwri1 • 'Ii. 2X BUCK - and Other Structures do not exceed the design pressure ratings listed herein. F VERTICAL SIDE JAMB - 2. For installations where the sub —buck is less than 1.1/2' (FBC section 1707.4.4 Anchorage Methods f �G/ TO TX SUB —BUCK and sub —sections 1707.4.4.1 and 1707.4.4.2) T.zpcon type concrete anchors must be used and the - length must be such that a minimum 1-1/4' engagement of the Topeon into the masonry wall is obtained: 3. When using a IX sub —buck a 6-9/16'jamb is required to allow for min. edge spocing for Topcon type anchors. g3 � ` Y f h'1 11 } ✓L'�/1/ euILOINa :ONSULTAHIS, INC 313.684.3831 DATE: 4/3/02 SCALE: H.T.S. DWG, BY: W.L.N. CHK. BY: R.W. DRAWING NO.: T-02203 smw I or 1 �1QpFC DES1GNeT10Ni Thermo—Tru In —Swing / Oct —Swing Door Wood Frames System OFSIGN PRESSURE RATING_: ^' �!ArIML1Ar OVERAI L NOMINAL SIZE: Single up to 54 x 8'0 +:/wo sideiites Single Positive 67.0 PSF Negative 67.0 PSF Double up to 8'4 x 8'0 v/wo sidelites Single with Sidelites Positive 60.0 PSF Negative 60.0 PSI' Doubit' w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF SiSAB .ONFl .0 anONS: X. OX, X0, OXO, XX,OXXfi GENO& DESCRIPTION: The hood and side jambs ore fingerjoint pine I measuring a min. 4-9/16• with o 1/2' robbeted stop. ' DOUBLE 2Xo- HEADER . 1/2' DRYWALLId .:'f,•.:.�!.., SINGLE 000LE DOORDOOR .. .: 2X STUD 9 �& ao' S.0' .3.o' 2X JACK STUD :,x 1 ED . - F 7/2' DRYWALL 2.4 DOUBLE DOOR ;.Jli .. ka y e 0' 3.0' x ' J.o' PFN/WS .. .. s l l k I I 1 1 I I I s .13' YIN. C-SINK SHEAneNO V 23' a" SN SPACE ED 0 VERTICAL SIDE JAMB o 1.1E Mot. SINGL F OR DOUBLE DOOR WITH SIDELITES This system has been evclucted for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.);s and Other Structures do not exceed the design pressure ratings listed herein. Z r\ ~ O ONp NOO ?I 2 O Hnj to �owo Co �^ Q. 613.eaa.3a31 GATE. a/3/02 CHK. BY: Rw._ s,acr i or r`s THERMA oTRU® 'FIBER CLASSICPSMOOTH STAR' INSWM 66 SMOLP AND DOUBLE W/6 WXWTsmums. INSULATED FTBERal.ASS DOOR of" WOOD FRAMES. 00 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MWMI-DADS COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, DESIGNED PRESSURE RATING SEE TABLE PAGE 1. S. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR M1,1MI-OADE COUNTY. 6. MIAMI-DAOE APPROVED IMPACT RESISTANT SHUTTERS eaF REQUIRED FOR SIDELTTES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. s j Door k Sidelite Leaf Construction: Face sheets:Fibergloss avg. min. yield strength Fy(min.)-6,000 psi i SmoothStor - 0.070' minimum skin thickness FiberClossic 0.110' minimum skin thickness Core design: Polyurethane foam core. withl.9 Ibs. density by BASF. The(pa�el skin is constructed from a 0.070" thk. mo mg compound SMC . The interior is filled with 1.9 Ibs. density BASF polyurethane foam. The panel face sheets are glued to the wood stiles aril toils. Thq LA latch stile s reinforced with a wood lock block measuring 2.375 x 14.0 long at the strike and deodboh location. The hinge stile is Finger Jointed Pine and the top and bottom rail are of a wood composite material. In the double door application the inactive door is filled with an extruded aluminum astragal (Wind Jomber C) of 6063-T6-alloy. flassS,o jc n ttQO The Irome is conch (J) from � / - jointed pine 9 er ns an o the side bs with 3 1 1 Z- crown x 2 tin stoples at each side. The mullions are secured together in a sidefite application using /8 x 2" long PFH Wood Screws (6) screws per each .mullion. The units use an Inswing Saddle threshold measuring 5.75' x 1.548 $n n 1 n r C. The sidelite panels one sandwich glazed usi a two p ece nip 1 frame. 'hey are dry)) glazed on the exterior with on 78" thk. cellular g��rtopi� (a51iI -ll T p� & caulked o gk Ploure The Ile frames are held TABLE OF CONTENTS J SHEET 37.5- MAX. OVERLL WIDTH 36" MAX: PANEL WIDTH v 2 = � LiW a � a = � J o 6 � 4 0 � 0 X � N N � ^ h Lm L SINGLE WSWINC UNIT 74.5 MAX. OVERALL FRAME WIDTH -� 36.625" MAX. 1. — PANEL WIDTH --4 1�----10MAX. OVERALL hKAMt wiuin " 36.66.625" MAX. 15.5" MAX. PANEL WIDTH GAL FRAME WIDTH WW/ASTRA - - D p 13.75 MAX. I WIDTH DESIGN PRESSURE RATING UNIT TYPE WHER WATER INFILT TION RE UIREMENT IS NOT NEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSFWITH SIDELITES �55-0 P�SF 55.0 PSF 68.5" MAX. OVERALI 36" MAX. PANEL WIDTH D 7.125" MAX. D.L.O. WIDTH 15.5" MAX. FRAME WIDTH 13.75" MAX. WIDTH 7,125' MAX. D.L.O. WIDTH LLJ O 00 O to O o0 IL S o'0 u) �0LLJ� ¢00 1L k CL O'Ot�i� Zuf xZ GO az U20 m w a5 �Z, 813.684.3831 CENTRAL ®MMA Y� a `ll' a A 2sl 0". ar: N.T.S. TJH cHx. er: RW M-A—NV g" CT M. a t5ii G No.: t, Z m in W ��ROSS SECTION 2 DOOR PANEL N Q41pO �J O °O,o a3 o ; . o • SEE NOTE 5 SHT. 4 2 41 SEE NOTE 1 SHT. 4 z .5" MIN. p¢ CLASS THK. o x¢ of 1N RIOR PRIOR 25 O Ln 1' FOAM CASKET do N 0o SILICONE CAP BEAD oo ', p..O 6 0^, 1.68" MIN. 1 ':p PANEL THK. 42 �1 SEE NOTE 5 SHT. 4 IICOHSU��MS. IHC 11 813.684.3831 DA 08 10 01 Sau:112" 1 DWG. BY; TJH FL ' cm ar: RW ji' j:.IL' �l1•IiY11. LJ%o �Q S 2151 SHEET 2 or 8 %-r✓ a� SEE NOTE 1 SHT. 4 --, INACTIVE ZY 3 s J Z ASTRAGAL RETAINER 31 a BOLT 8.0" LG. TOP & 807TOM (2) BOLTS INTERIOR AT TOP & (2) AT BOTTOM 1Hpe170hQgL Cg055 SECTION �3 0A57RAGAL _ 1.15' MIN. EMB. r--.25- MAX. SHIM FOAM GASKET & SILICONE CAP BEAD IL 1 ®®Ed 41 OSE NOTE I 5SHT. © ..:..� v0 SIDELITE TO BUCK ACTIVE SEE NOTE 6 SHT. 4 FOAM GASKET & SEE NOTE SILICONE CAP BEAD 5 SHT. 4 1 n4i EXTERIOR v •Q : •o: �a ,:0. ..p .•O'•. . ]C INTERI012 z Y qLu 36 J J 26 9 70 29 6 gD a 37 a a SEE NOTE 7 SHT. 4 2 HORIZONTAL CR I N 3 ® HINGE JAMB TO SIDELITE {ANtUFAC'IPURER NAJa8 � Y z� y �s 41 � SEE NOTE 1 SHT. 4 J 0 00 0(n0� go O W O 3Q� W � � 813.584.3831 T. Q§Z 10 0 c: er: TJH K. BY. RW WNG NO., S-2151 En 3 of 8 1.15" MIN. a• EMBED. 15" MIN. C-SINK �" •. XTERIOR 8 .Q a i• I 'F F.'�IIIIII vwUmm SHIM SPACE ua: • 0 .o: •Jr :• �� v . IBUCXK NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5 16.5'. 27.57, 38.3757, 49.375" do 60.375". HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1" 3. 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) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.57, 31 48.5" 66 THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR REM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2" SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE REM NO. 37 (110 x 1 314' SCREW). Z� W b Q �a 1.15" MIN. EMBED. .15' MIN. C-SINK 6 Y � 1 7 J D 10 e� � e .'o. d' L c• INTERIOR 2 4 HINGE JAMB TO BUCK, SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAD SEE NOTE 5 SHT. 4 .O. Q O Q. O o. IZS z � t = 36 ins / 41 \ to SEE NOTE 1 ^ a SHT. 4 3 HQRIZONT�CROSS SE� 4 ® STRIKE JAMB TO SIDELFTE c��. Ar rk�, 10 L .25' MAX. SHIM SPACE SEE NOTE 7 SHT. 4 O> ^ Do O co ¢� S o LLI w 0 f o Q co m �0 a xJSV�T/J(Tr, INC 813.684.3831 :m 1/2' = 1 TJ 7wa. ar: H x . BY, RW DPAMNG rO.: S-2151 sH¢r 4 a 8 I SEE DETAIL "I" SHT. 5 6' 6, 6. 3� 3" 3" 3" --{ 6" 6" 3" 6' I I I 13 1 1 - I 13 I I TYP. - I I I 13 TYP. SEE NOTE SEE DETAIL TYP. _ 3 SHT. 4 — SEE NOTE �� SHT. 5 SEE DETAIL 6 SHT. 4 ', SHT. 5 _ SEE DETAIL SEE NOTE NP' 13 — "G' SHT. 5 6 SHT. 4 TYP. _ SEE DETAIL 13 SEE NOTE 'H' SHT. 5 .0., 4 SHT. 4 14 B' 14 14 14 n J L ul ui SEE DETAIL J 'G' SHT. 5 lo 'to 6" 6" �� 3ESHT. 4E 1 0; I I N 13 cn N P. O LLL 3' -'i I~�i 3" 3' -"i 3" �Jd �-�i 6- 6, —'i 6. 3. 3' 3" 6. 6 6" ® jjmgNTRAL F L/®gy++ A Bo ®o146-F.R SINGLE ODOR DOUBLE DOOR W/SIDEUTES MASTER — A 0,357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 10 F 13 13 10 0 10 DETAIL 'F" DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATE TO FRAME DETAIL "G' AT THE THRESHOLD AS SHOWN. SEE NOTE 4 SHT. 4 F � N 0 00 OOo t LCC Z 0 O r,.1 ggwLo �OWO 3Q00 n M W a 813, 684.3831 wre: 08/ 10/0 srxt N.T.S. Om. BY: TJH cm er: RW D-MNO NO, 5-2151 sNm 5 OF 6 • • CE TRAI Ffit' MpNUFACTURER SEE DETAIL 'F" SHT. 5 FME 3" b" _ i 6" 6 3" 6" 3" 3�. 63. 3 I 1 1 11 I I 1 SEE NOTE — - 13 - TYP. 3 SHT, 4 SEE NOTE ' u1 TYP. SEE DETAIL 3 SHT. 4 SEE NOTE — 6 SHT. 4 `vD a 'F' SHT. 5 a 13 a N e U ^ u) a CL 'SEE DETAIL — — 'G" SHT. 5 " SEE DETAIL SEE DETAIL SEE DETAIL TYP. n �• E" SHT. 5 'E' SHT. 5 'H" SHT. 5 "i TYP. TYR SEE DETAIL J "K` SEE NOTE "G' SHT. 5 Kw14 "M" TYP.— "M' to 14V6. 4 SHT. 4- 14 TYP. •M"I _T 3 �'16"6' ---iii 3" SEE NOTE 6' 6" 14 4 SHT. 4 3" 3 ® TYP. DOUBLE DOOR SINGLE DOOR W/SIDEIJTES .453" GLASS BITE .463' GLASS BITE 1 34 32 40 1 33 32 EXTERIOR 25 EXTERIOR 25 1/8` TEMPERED G/LggSTEMPERED 40 GLASS ..Q o', _ . : O .25' AIR .25` AIR p p oSPACE o: o SPACE p.:o Q IiSE� Y1/8" o1/8' TEMPERED TEMPERED GLASSZ GLASS INTERIOR 36 z Y 41INTERIOR U, SEE NOTE �36 ' mz 6 1 SHT. 4 STEELOTE 1 .25" STEEL INTERCEPT _a .25" INTERCEPT SHT. 4 SPACER SPACER 5" INSULATED CLASS W/ 5" INSULATED CLASS BTS Li7E FRAMM CLa W/ IL TCMLITE FRAM A71NG DETAIL O> O DD O N O a0 5 8 u'> m a uj W3)o � a 613.664.3831 )AM OB/10/0 scut N.T.S. Dec, er: TJH :IK. SY. RW DR4*m No.: S-2151 vw 6 or 8 (bjt.ly ii yUV ;r,u.., „kAjll-..1 - I - 4.563" ---�{ 1.063, in obi 2021 v' 2 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 0 a 28 ILL .097" 4 x 4 STEEL OR HINGE e r-1.077"--j"//--jT� `D 1.531' SIDFLITE TOP _&_BOTTOM RAILITE TOP RAIL FINGER JOINTED PONDEROSA PINE O 1.845" - F"-- 1.284" T— F -- 1.531 FC, TOP RAIL WOOD COMPOSITE T F----�I�j Ns In O � 1 O�-- 1.531 FG 60TTOM RAIL WOOD COMPOSITE 1 o+ . GSS BOTTOM RAIL n 11 WOOD COMPOSITE u�? Mu LA I.H FT Ntiywl �— 1.077" — —{ F. -- 1.531 " einci rrc GI INK SIOF STILE 36 FINGER JOINTED PONDEROSA PINE 1.264 ` N ^' Imo^ O l—�--1.531'—"i� N FC LATCH SIDE STILE COMPOSITE n ci FC, WOOD HINGE SIDE STILE w o> , Sp O CN co co R p= Z O �Owo JE �o o�co w R s v W 0 U z Z) 2.375` `* N O .. T 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE BLAMING coNSuuNm. INC 813.664.3631 wrc 08 10 01 ScALL N.T.S 0wo. BY: TJH RW cNK. BY. RW ONN11N0 NO.: S-2151 sNc[r 7 or 8 RI � 1 N .0 O AONWUM rw nKRaASSIC DOOR SKMt .110" MW. Tmc FIBon ASS SY TNERMA-TRU with yield h F min -6,000 si nBERCLASS 2 PC. TOP RAIL Q.531 x .94 TFiERM4-TRU MOOD COMPOSITE WO00 COMPOSITE 3 FC. LATCH STU -TRU, MOW CO1M-5!!E 1.531 x It 209 WOOD COMPOSITE 4 FC. HINGE SBLE RMA-1RU PONDEROSI FN 1.531 x 1.209 WOOD 5 FC. BOTTOM RAIL 1.531 x 1.25 TFfRW-TRU MOW COMPOSITE WOOO COMPOSITE 6 POLYURETHANE FOAM BASF, 1.91bs. DENS FOAM 7 SHORT REACH COMPRESSION WEATIOWRIP -TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 ilO x 3 4 PFH W000 SCREW to forme ST EL T 1 SS 801701f RV 1.531 x M RCU-TRU MW C0e KW- MOW COMPOSITE 12 13 110 x LG. PFH WOOD SCREW fS x 2 1 2 I.G. PFH WOOD STEEL STEEL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL 15 SIDELITE BOTTOM -BOOT .090 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK MF AANISM NL518NC MM T1NI_LyUV - ALUM. WOOD 20 x 1.2 HEADS - PONDfROSA INS WOOD 21 x JAMB WOOD 2 x 1.25 kIGE JAMB -TRII, PONDEROSA E WOOD 3 KWIKSET TITAN 700 SERIES DEAOWX - 24 25 ASTRAGAL WINODPBE 111 WR687 .052 WALL GLAZING 112 INSULATED TEMPERED GLA55 ALUM. 6063-T6 GLASS 26 SS. MWE 517LE(THEW-TRU• PONOERMA PM[ 1.183 x 1.531 WOOD 27 18 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28, INSWING DOOR BOTTOM SWEEP VINYL 29 8MOLDING WOOD 30 1 FC WOOD LOCK BLOCK 2375 x 1.515 FONDEROSI PINE WOOD 31 SS LATCH 9U THEIM4-TRU, MO00 COWOSIIF 1.183 x 1.531 WOW COMPOSITE 32 118 THK, CELLULAR GLAZING TAPE STIK-11 TAPE - 33 PLAS71C LIP LITE FRAME BTS, IHERMA-TRU BTS 34 Lip LnrFRAM THERM4- T M 35 4.563 x 125 BLANK JWB -TRU PONDEROS4 PME WOOD 36 SDELITE SIDE SU I -TRU 1.531 x .656 PONDEROSA PINE WOOD 37 10 x 1 3 4 I . PFH WOOD SCREW STEEL 3F. SS. TOPRAI( 1431 z .94 BEAR-TRU VOW WOW COMPOSITE 39 NOT USED 40 SILICON CAULK SIUCONE 410 x 1 1 2 PIASCREW fOR ITEM 34 STEEL 42 9OEll1E TOP PNE WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL rn L SS. TOP RAIL WOOD COMPOSITE .592" N o, �p N I QNG REACH COMPRESSION W TH RAP FOAM CELL CORE W NYL JACKET 3" Oj 175" h- ,r�,OMPRE551ON wFa7HERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET / V DRILL TRU FOR .357" DIA ASTRAGAL DRILL TRU FOR A /8 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T STRIKE PLATE 31 F'--- 1.531 " --�1 SS erru SIDE STILE517E 1.531" 1.316" I Q 5- r\ N Do O(nOoo 0ZOfn �pw� . t\ SS. WOOD HINGE SIDE STILE _00 F= = too XZ �tzi oN 5� Yn av uas �IEst- a ASTRAGAL HAS - m-, t m N (2) 8.0" N BOLTS ® BOTTOM N BOLTS ® TOP 1.767" 24 WINDJAMBER ll WR687 ASTRAGAL (ALUMINUM 052- WALL TYP.) !1 ASTRAGAL RETAl 0 '� . ]' \ B i1 MATERIAL: C/R����QQ I do YELLOW ,HR�E ..`f. a 1. .�L.I�^ �,�r�yl, 1'�.N✓-� _ •.'may ..� .- "- i.Ir^.i _. .� it ,.!i:• # ^----- ':-' 813.684.3831 rc: 08 10 0 kL: N.T.S. c. W: TJH IL er: RW A w+c no.: 5-2151 zc* 8 or 8 3UN-21-2002 09--52 MILESTONE WINDOWS 407 323 9729 P.02 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 Rl=: 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 Nome Builders Association's meeting at their offices on )une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "IX Huck" 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 "b") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon)_ Therefore, buck thicknesses less than 1 1/2" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sib's thickness will exceed 1 '/a'. The drawings clearly delineate the requirement that a minimum embedment depth of 1 'A' must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 'law - 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 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4_2 of the Florida Building Code. 2540 Jewett Cane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P-03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J_ Amoruso, PE rarnoruso oe@floridaextruders com Florida PE License No. 49752 Florida Extruders Intemational, Inc- " Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23.001, F.A-C A rubber stamp seal was also applied to fadlitate reproduction for Orange County building Division Masterfile scanning. nle: 2W2-CM-RIA-009 1�I�1111���i//i 2540 7ewett lane, SanFord- FL 327y1-160p • (407) 323-3300 • Fax (407) 322-3337 2 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 r 53909467 FT3 FL Job Reference (optional) Universal Fore t Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:26 2003 Page 1 - Scale - 1:20. A B C D E F G H I J K 0 0 12-10-0 12-10-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 57 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) V=53/12-10-0, L=24/12-10-0, U=146/12-10-0, T=147/12-10-0, S=147/12-10-0, R=147/12-10-0, Q=147/12-10-0, P=147/12-10-0, 0=145/12-10-0, N=152/12-10-0, M=116/12-10-0 FORCES (lb) - First Load Case Only TOP CHORD V-W_-48, W-X=-48, A-X=-48, L-Y=-19, Y-Z=-19, K-Z=-19, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=-3, G-H=-3, H-I=-3, I-J=-3, J-K=-3 BOT CHORD U-V=31 T-U=3, S-T=3, R-S=3, Q-R=3, P-Q=3, O-P=3, N-0=3, M-N=3, L-M=3 WEBS B-U=-133, C-T=-134, D-S=-133, E-R=-133, F-0--133, G-P=-134, H-O=-132, I-N=-138, J-M=-108 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 cc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 specificbuilding 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 ,Y qJ o _c N O ' m` Z Z k Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date. Req:06/04/2003 Draw No:53909467FT3 N N Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT4 FLOOR 1 1 ' Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, a 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:26 2003 Page 1 Scale - 1:11. 1.50 = - 1.5x3 II 1.5x3 = 1.5x3 = A 1.5x3 11 B 1.5x3 11 C 1.5x3 11 D 1.5x3 11 E 1.50 11 F 1.5x3 = T T T T 1 1 9 bi 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 11 - 1.5x3 II .. 6-11-0 6-11-0 LOADING (psf) SPACING 2-0-0 CSI. DEFL in (loc) 1/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min l/deft = 360 Weight: 32lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) L=59/6-11-0, G=70/6-11-0, K=139/6-11-0, J=150/6-11-0, 1=143/6-11-0, H=160/6-11-0 FORCES (lb) - First Load Case Only TOP CHORD L-M=-51, M-N=-51, A-N=-51, G-0=-63, O-P=-63, F-P=-63, A-B=-8, B-C=-8, C-D=-8, D-E=-8, E-F=-8 BOT CHORD K-L=8, J-K=8, 1-J=8, H-1=8, G-H=8 WEBS B-K=-129, C-J=-135, D-I=-130, E-H=-146 NOTES (5) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design . information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 6s7 N N O .Z. C Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT4 Job Truss Truss T e Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT5 FLOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:27 2003 Page 1 'r 11-3-� 0� 1 Scale:3l8"st 5x4 = 5x4 - 1.50 = 3x3 = 1.5x3 = 1.5x3 = 3x4 = 30 = Us FP= - 1.5x3 II 1.50 II 3x3 = 3x3 = 3x4 = 1.5x3 = A B C D E F G H I J K Ti T2 X - 1 z o v W Al R2Y U T S R Q P O N M 1.5x3 11 5x5 = 3x4 = 3x3 = 3x3 =- 3x3 = 3x3 = 3x10 MII18H FP= - 5x5 = 1.5x3 II 3x4 = 9-1-8 - - - ---� 1-6-0 4-0-0 6-6-0 9-0-0 10-2-0 , 12-8-0 15-2-0 17-8-0 L 19-2-0 , 1920 Plate Offsets X Y: A:Ed a 0-1-8 K:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.31 Q-R >719 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.43 Q-R >523 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 99 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1034/0-8-0, V=1034/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1027, W-X=-1027, A-X=-1027, L-Y=-1027, Y-Z=-1027, K-Z= 1027, A-B=-1003, B-C=-2578, C-D=-3550, D-E=-3550, E-F=-3998, F-G=-3998, G-H=-3998 , H-1=-3550, I-J=-2578, J-K=-1003 BOT CHORD U-V=O, T-U=1938, S-T=3192, R-S=3882, Q-R=3998, P-Q=3882, O-P=3192, N-0=3192, M-N=1938, L-M=0 WEBS K-M=1364, A-U=1364, J-M=-1300, B-U=-1300, J-N=890, B-T=890, 1-N=-854, C-T=-854, I-P=498, C-S=498, H-P=-461, E-S=-461, H-Q=158, E-R=158, F-R=-90, G-0=-90 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSVrPI 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 napes and locations are for administrative purposes only and are not part of the review or certification of the truss designer.. LOAD CASE(S) Standard tv yx arc,' Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT5 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT6 FLOOR 3 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:27 2003 Page 1 ' 1-3-0 i 4-9- Scale: 3!8"_1 5x4 = - 5x4 = 3x3 = 1.5x3 = 1.5x3 = 3x4 = 3x3 = 3x6 FP= 1.50 II 1.5x3 II 3x3 = 3x3 = 3x4 = 1.50 = A 8 C D E F G H I J K W - ... o YEii .. o x U T S R O P O N M 3x3 = 5x5 = 3x4 = 3x3 = 3x3 = 3x3 = 300 M1118H FP= 3x4 = 5x5 = 1.50 II 3x3 = 9-1-8 , 1-6-0 4-0-0 6-6-0 9-0-0 10-3-0 12-9-0 15-3-0 17-9-0 19-3-0 , . 19-3-0 Plate Offsets X Y: A:Ed e 0-1-8 K:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.32 R >704 TL20 245/193 TCDL 10.0 Lumber Increase 1.00` BC 0.97 Vert(TL) -0.44 R >512 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 100 lb . LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1042/0-8-0, V=1035/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1030, A-W=-1029, L-X=-1035, X-Y=-1035, K-Y=-1035, A-B=-1058, B-C=-2635, C-D=-36101 D-E=-3610, E-F=-4059, F-G=-4059, G-H=-4059, H-1=-3592, I-J=-2603, J-K=-1012 BOT CHORD U-V=53, T-U=1994, S-T=3250, R-S=3942, Q-R=4059, P-Q=3932, O-P=3225, N-0=3225, M-N=1955, L-M=0 WEBS K-M=1375, A-U=1366, J-M=-1312, B-U=-1302, J-N=902, B-T=891, 1-N=-865, C-T=-856, I-P=509, C-S=500, H-P=-473, E-S=-462, H-Q=173, E-R=159, F-R=-92, G-Q--99 NOTES (4) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard �J O O � W N Go O C z i z Y Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT6 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT7 FLqQQ 4 1 ' Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:28 2003 Page 1 1-3-0 , 1-3-8 Scale = 1:26.1 - 5x4 — 5x4 = - - - 1.5x3.= 1.5x3 = 30 = 30 = 1.5x3 II 30 = 30 = 30 = 1.5x3 = A B C D E F a H TI R T IVI o,i q' S P O N M L K J - 30 = -. 5x4 = 3x3 = 30 = 1.50 II 30 = 3x3 = '. 5x4 =. 1.5x3 II 6-7-6 - - 1-6-0 4-0-0 6-6-0 8-0-8 9-3-8 11-9-8 14-3-8 15-9-8 15-9-8 Plate Offsets X Y: A:Ed e 0-1-8 H:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.17 L-M >999 TL20 245/193 . TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.23 L-M >808 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.05 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) Q=845/0-3-8, 1=851/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD Q-R=-842, A-R=-841, I-S=-846, S-T=-846, H-T=-846, A-B=-847, B-C=-2014, C-D=-2699, D-E=-2699, E-F=-2597, F-G=-2007, G-H=-806 BOT CHORD P-Q=43, O-P=1585, N-0=2435, M-N=2699, L-M=2699, K-L=2440, J-K=1551, I-J=0 WEBS H-J=1095, A-P=1092, G-J=-1037, B-P=-1027, G-K=634, B-0=597, F-K=-603, C-O=-585, F-L=218, C-N=358, E-L=-138, D-N=-162, E-M=-71 NOTES (3) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. 3)Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ? M y W NOD N C � Z ,7 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR IDate Req:06/04/2003 Draw No:53909467FT7 Job Truss Truss TT Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FG7 FLOOR'�� ~ 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:28 2003 Page 1 1 Scale = 1:26. 1.5x3 =. 3A 11 5x6 11 5x6 11 5x6 11 3x6 11 3x6 11 3x6 11 3x6 11 5x6 11 1.5x3 A B C D E F G H 0 Y R P O N M L K J 3x3 = 5x5 = 3x5 = 3x3 = 3x3 = 3x3 = 3x5 = 5x5.= 1.5x3 11 -. 1-4-2 3-6-5 5-8-9 7-10-12 1 10-0-15 12-3-3 14-5-6 15-9-8 15-9-8 Plate Offsets X Y : A:0-0-4 0-1-8 H:0-3-0 Ede H:0-1-8 0-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00. TC 0.23 Vert(LL) -0.17 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.24 M >759 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.07 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: I-J. REACTIONS (lb/size) 0=1248/0-3-8, 1=1257/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD A-Q=-1241, I-13=1251, H-R=-1252, A-B=-1178, B-C=-2861, C-D=-3845, D-E=-4173, E-F=-3826, F-G=-2823, G-H=-1119 BOT CHORD P-Q=O, O-P=2198, N-0=3502, M-N=4167, L-M=4158, K-L=3474, J-K=2149, I-J= 69 WEBS A-P=1602, B-P=-1479, B-0=961, C-0=-930, C-N=496, D-N=-467, D-M=8, E-M=22, E-L=-481, F-L=510, F-K=-944, G-K=976, G-J=-1495, H-J=1617 NOTES (3) 1) Girder carries tie-in span(s): 4-0-0 from 0-0-0 to 15-9-8 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-0=-10.0, A-H=-151.3 T O C. C. fV v� A rs.Tr�I ■�wYArA wm wM 1% AI__ \1__ rAAAA A/��l VU51V111C1 IYV: I 1 V'+.7 VU,LVIIICI 1rC1111C. veld 1 Gn 11v1v1L%7 vrlL.P% LOW �rrvr w. JVJVJ-rv► Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FG7 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT8 FLOOR 8 1 Job Reference (optional) Universal Forest Products,inc., Burlington, 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:29 2003 Page 1 1� 30� 1� 14� 08 Scale = 1:33. 3x4 = 1.5x3 - 1.50 II - 1.5x3 = 3x3 = 3x3 = 3x6 FP= 3x3 = 3x3 = 3x3 = 3x4 = 5x8 = 1.5x3 II 3x6 = A B C D E F G H I J K L A - 9 v AA BI Y x W v u T S R Q O N M 1.5x3 II 3x5 = 3x3 = 3x3 = 1.5x3 11 1.5x3 11 3x3 = 3x4 = 3x6 FP= 5x5 = 3x3 11 3x4 = 3x3 = 3x3 11 7.10.8 3-9-12 6-0 4-0-0 6-6-0 7-9-0 , 9-1-4 ., 10-4-4 , 12-10-4 15-4-4 16-8-12 , 18-1-4 ,19-0-8, 20-6-8 , 20-6-8 Plate Offsets X Y : 0:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.16 V-W >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.22 V-W >900 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.04 P n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: P-Q,O-P,N-O. REACTIONS (lb/size) Z=813/0-8-0, M=-233/Mechanical, P=1646/0-3-8 Max UpliftM=-378(load case 2) Max GravZ=813(load case 2), M=81(load case 3), P=1646(load case 1) FORCES (lb) - First Load Case Only TOP CHORD Z-AA=-807, AA-AB=-807, A-AB=-807, L-M=303, A-B=-764, B-C=-1885, C-D=-2394, D-E=-2394, E-F=-2455, F-G=-2100, G-H=-1198, H-1=297, 1-J=505, J-K=505, K-L=505 BOT CHORD Y-Z=O, X-Y=1469, W-X=2279, V-W=2455, U-V=2455, T-U=2455, S-T=1775, R-S=590, Q-R=590, P-Q=-1307, O-P=-1307, N-0=-505, M-N=0 WEBS I-P=-1715, A-Y=1038, I-Q--1344, B-Y=-981, H-(4-1233, B-X=579, H-S=845, C-X=-547, G-S=-804, C-W=161, G-T=451, E-W=-83, F-T=-483, E-V=-79, F-U=98, L-N=-660, 1-0=1047, J-O=-358, K-N=142 NOTES (5-6) 1) Unbalanced floor live loads have been considered for this design: 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint M. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation: LOAD CASE(S) Standard o f+? N CV O sa . Z c .7 (Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT8 Job Truss �---- --- Qty Ply Centex-Orlando/2509 A&62nd/jsk/6-2-3 53909467 FT9 FLOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:29 2003 Page 1 - Scale = 1:33. Us FP= 3x3 II A 9 C D E F G H I J K L M N O P O R 1 1 1 1 E 1 Ell Ell Ell Ell 11 1 E 1 Eli 0 ti A Us FP= .. 30 11 -. 20-6-8 20-6-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 91 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=53/20-6-8, S=6/20-6-8, AI=146/20-6-8, AH=148/20-6-8, AG=144/20-6-8, AE=145/20-6-8, AD=147/20-6-8, AC=147/20-6-8, AB=147/20-6-8, AA=147/20-6-8, Z=147/20-6-8, Y=147/20-6-8, X=147/20-6-8, W=147/20-6-8, V=145/20-6-8, U=153/20-6-8, T=108/20-6-8 Max Horz.AJ=4(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=-48, A-AL=-48, R-S=-1, A-B=-4, B-C=-4, C-D=-4, D-E=-4, E-F=-4, F-G=-4, G-H=-4, H-I=-4, I-J=-4, J-K=-4, K-L=-4, L-M=-4, M-N=-4, N-0=-4, O-P=-4, P-Q--4, Q-R=-4 BOT CHORD AI-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=4, AD-AE=4, AC-AD=4, AB-AC=4, AA-AB=4, Z-AA=4, Y-Z=4, X-Y=4, W-X=4, V-W=4, U-V=4, T-U=4, S-T=4 WEBS B-AI=-132, C-AH=-134, D-AG=-133, E-AE=-133, F-AD=-133, G-AC=-133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X=-133, N-W=-134, O-V=-132, - P-U=-138, Q-T=-103 NOTES. (7-8) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or - restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) 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 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. 8) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard �twt o CD 01 00 N O t f yustomer No: 11u4o Gusiomer Name: L#CV11 CIA 11-7VIVIC0 VnLHNUV 011UP ItlU. U0VuZT-rvi Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT9 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&82nd/jsW6 2-3 53909467 FT10 FLOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Je a 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:30 2003 Page 1 130 1� 0 Scale = 1:29. 5x4 = 1.5x3 = 5x4 1.5x3 = - 3x4 = - - 30 = 3x3 = 1.5x3 II 3x3 = 3x3 = 3x6 FP= 3x4 = 1.50 = A 8 C D E F G H I J w x R q v Ri T S R O P O N M L 1.5x3 II 5x4 = 3x4 = 3x6 FP= 1.5x3 II 3x3 = 3x3 = 3x4 = - 5x4 = 3x3 - 30 i 7108 i i 1-6-0 4-0-0 , 6-6-0 7-9-0 9-0-0 11-6-0 14-0-0 16-6-0 18-0-0 18-0-0 Plate Offsets X Y: A:Ed a 0-1-8 J:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.25 O >842 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.35 N-0 >608 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) U=973/0-8-0, K=967/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD U-V=-967, V-W=-967, A-W= 967, K-X=-962, J-X=-960, A-B=-937, B-C=-2388, C-D=-3232, D-E=-3531, E-F=-3531, F-G=-3251, G-H=-2415, H-1=-2415, I-J=-980 . BOT CHORD T-U=-O, S-T=1810, R-S=2937, Q-R=2937,.P-Q-3531, O-P=3531, N-0=3511, M-N=2959, L-M=1845, K-L=50 WEBS J-L=1265, A-T=1274, I-L=-1203, B-T=-1214, I-M=7921 B-S=803, G-M=-758, C-S=-764, G-N=405, C-Q--411, F-N=-361, D-Q=-406, F-0=28, D-P=31, E-0=-18 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) 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 W .ram o o ui Nin Lo r w l l Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT10 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT11 i'�" 11 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:31 2003 Page 1 1'' 0-9-8 i 0-9-10 0-9-10 - kale m 1:28. 3x4 = - 3x3 -- 1.50 = 3x3 = - 1.5x3 = 1.5x3 = - 3x3 = 3x3 = 3x6 FP= 1.5x3 II 3x3 = 3x3 = - - 3x8= 1.5x3 = H - - 1 J a w y _ U T S R Q P O N L K 1.5x3 II 3x5 = 3x3 = 3x3 = 1.5x3 11 3x3 = 3x6 FP= 3x5 = 3x3 II - 3x3 = 1.5x3 11 3x3 = 7-10-8 I i 1-11-12 1-6-0 1 4-0-0 6-6-0 1 7-9-0 8-9-8 11-3-8 13-9-8 1 15-2-0 16-1-2 17-1-12 17-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.14 R-S >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.19 R-S >929 BCLL 0.0 Rep Stress Incr YES WB 0.42 . Horz(TL) 0.04 M n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 93 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: M-N,L-M. REACTIONS (lb/size) V=812/0-8-0, M=1033/0-3-8 Max GravV=821(load case 2), M=1033(load case 1) FORCES (lb) - First Load Case Only TOP CHORD V-W=-807, W-X=-807, A-X=-807, K-Y=7, Y-Z=7, J-Z=7, A-B=-763, B-C=-1883, C-D=-2393, D-E=-2393, E-F=-2457, F-G=-2457, G-H=-1817, H-I=-695, I-J=49 BOT CHORD U-V=O, T-U=1468, S-T=2275, R-S=2457, Q-R=2457, P-Q=2227, O-P=1395, N-0=1395, M-N=-90, L-M=-97, K-L=0 WEBS I-M=-1004, A-U=1037, I-N=1047, B-U=-981, H-N=-974, B-T=577, H-P=588, C-T=-545 G-P=-570, C-S=164, G-Q=313, E-S=-87, E-R=-90, F-Q=--117, I-L=79, J-L=-84 NOTES (4) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0. oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or .certification of the truss designer. LOAD CASE(S) Standard CD W N u (L C O Ye` � pmry 7 t `Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT11 Job Truss Truss Type Oty . Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT12 F Slil Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:31 2003 Page 1 Scale -1:27. 3x6 FP= A B C D E F G H I J K L M N O E 1Ell E Ell, Ill 1 O a 30 = 3x6 FP= 1-6-0 4-0-0 6-6-0 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 17-1-12 17-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 P n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) P=46/17-1-12, AD=53/17-1-12, AC=147/17-1-12, AB=147/17-1-12, AA=147/17-1-12, Z=147/17-1-12, Y=144/17-1-12, W=146/17-1-12, V=147/17-1-12 , U=147117-1-12, T=147/17-1-12, S=146/17-1-12, R=151/17-1-12, Q-129/17-1-12 Max Horz AD=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AD-AE=-48, A-AE=-48, P-AF=-40, AF-AG=-40, O-AG=-40, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-I=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-O=-6 BOT CHORD AC-AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=O, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6, R-S=6, Q-R=6, P-Q=6 WEBS B-AC=-133, C-AB=-134, D-AA=-133, E-Z=-133, F-Y=-133, H-W=-133, I-V=-133, J-U=-133, K-T=-134, L-S=-133, M-R=-137, N-Q_-120 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard N O z t n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT12 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FTi F Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon' Jun 02 07:34:25 2003 Page 1 Scale = 1:32. 3x6 FP= A 8 C D E F G H I J K L M N O P Q R At: 1 1 Pi- 1 1 1 1 1 1 1 R2 1 1 1 1 1 1 10 3x6 FP= 20-10-8 20-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 91 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 cc purlins, except end verticals: BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=53/20-10-8, S=27/20-10-8, AI=146/20-10-8, AH=147/20-10-8, AG=145/20-10-8, AE=144/20-10-8, AD=147/20-10-8, AC=147/20-10-8, AB=147/20-10-8, AA=147/20-10-8, Z=147/20-10-8, Y=147/20-10-8, X=147/20-10-8, W=147/20-10-8, V=145/20-10-8, U=152/20-10-8, T=118/20-10-8 Max HorzAJ=3(load case 1) FORCES (lb) - First Load Case Only TOP CHORD-AJ-AK=-48, AK-AL=-48, A-AL=-48, S-AM=-22, AM -AN= 22, R-AN=-22, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=-3, G-H=-3, H-1=-3,1-J=-3, J-K=-3, K-L=-3, L-M=-3, M-N= 3, N-O=-3, O-P=-3, P-Q=-3, Q-R=-3 BOT CHORD AI-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=3, AD-AE=3, AC-AD=3, AB-AC=3, AA-AB=3, Z-AA=3; Y-Z=3, X-Y=3, W-X=3, V-W=3, U-V=3, T-U=3, S-T=3 WEBS B-AI=-133, C-AH=-134, D-AG=-133, E-AE=-133, F-AD=-133, G-AC=-133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X=-133, N-W=-134, O-V=-132, P-U=-138, Q-T=-110 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 cc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design. information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard M N u IX N ft O (Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT1 Job Truss Trus, 11 FPe� Qty Ply Centex-Orlando/2509 A&82nd/jsk/6 2 3 53909467 FT2 FLOOR ` 9 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:25 2003 Page 1 i 1-3-0 i 1-4-8 ; -Scale = 1:34. 5x4 = 1.5x3 = 5x4 - 1.5x3 = 3x5 = 3x3 = 3x6 FP= 3x3 = 1.5x3 II 36 = 3x3 = 30 = 3x5 = 1.5x3 = A B C 0 E F G H I J K Y Z 9 Ix q v U T S R O P O N M 1.5x3 II 5x5 = 3x5 = 3x3 = 3x3 = 1.50 11 3x10 M1118H FP= 3x3 = - 3x5 = 5x5 = 3x3 = 3x3 = 9-1-8 1-6-0 4-0-0 , 6-6-0 9-0-0 10-7-8 11-10-8 , 14-4-8 16-10-8 19-4-8 20-10-8 20-10-8 Plate Offsets X Y: A:Ed e 0-1-8 K:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CS11 DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.44 Q-R >558 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.61 Q-R >407 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.10 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft= 360 Weight: 107 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-3-13 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) W=1131/0-8-0, L=1125/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD W-X=-1124, X-Y=-1124, A-Y=-1124, L-Z=-1119, K-Z=-1118, A-B=-1108, B-C=-2887, C-D=-4048, D-E=-4048, E-F=-4769, F-G=-4769, G-H=-4679, H-1=-4085, -J=-2919, J-K=-1160 BOT CHORD V-W=O, U-V=2144, T-U=3597, S-T=4494, R-S=4769, Q-R=4769, P-Q-4527, O-P=4527, N-0=3622, M-N=2189, L-M=58 WEBS K-M=1498, A-V=1505, J-M=-1431, B-V=-1442, J-N=1016, B-U=1033, I-N=-977, C-U=-988, 1-0=644, C-T=6271 H-O=-615, E-T=-620, H-Q=211, E-S=374, G-Q=-123, F-S=-164, G-R=-81 NOTES (4) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc a4d fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means: 3) CAUTION, Do not erect truss backwards. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard cm tL C:) m Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT2 Job Truss Truss Type Oty Ply Centex-Orlando/2509 AaB2nd/jsk/6-2-3 53909467 FT6A FLOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon Jun 02 07:34:31 2003 Page 1 A .1.5x3 11 - B 3x3 = - - C 1.5x3 11 - 1.5x3 = 1.5x3 = 178 1 Scale = 1:7. F O 0 W1 W1 BL1 BL1 0 B1 E X X _ 3-6-0 3 3-9-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 D-E >999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 3-9-0 cc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) E=186/0-3-8, D=186/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD E-F=-64, A-F=-64, D-G=-64, C-G=-64, A-B=-3, B-C=-3 BOT CHORD D-E=155 WEBS B-E=-184, B-D=-184 NOTES (2), 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSIfrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard N ,to r `yj 4 i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT6A Job Truss Truss Type Oty Ply Centex-Orlando/2509-A/Jsk/4-19-3 53906901 • GE18 ROOFTRU�R'�`"� 1 1 i Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr. 5.000 s Feb 20 2003 MiTek Industriesnlnc.oWed Apr 23 08:33:36 2003 Page 1 1-0-0 3-6-0 1-0.0 7 0-0 8-0-0 3-6-0 3-6-0 1-0-0 Scale. 1:14 LOADING (psf) SPACING 2-0-0 TOLL. 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10,0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2. WEBS 2 X 4 SYP No.3. 5x4 = c 3x4 = 3-6-0 CSI TC 0.10 DEFL in (loc) I/defl Vert(LL) -0.00 F PLATES GRIP \,BC .0.08 >999 Vert(TL) 0,01 F >999 TL20 245/193 WB 0.02. Horz(TL) 0.00 D n/a (Matrix) 1 St LC LL Min I/dell - 240 Weight: 27 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) B-333/0-8-0; D-333/0-8-0 Max Horz B--52(load case 5) • . Max UpliftB--153(load case 4), D--153(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22; B-C--318, C-D--318, D-E-22 BOT CHORD B-F-244, D-F-244 WEBS C-F-74 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint B and 153 lb uplift at joint D. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard E N �� ; N Customer No: 1.1045 Cus omer Name: CENTEX,:HOMES ORLANDO Shop No: 5.: Contractor/Job:,'25.09.EL:A RF Date`Re __�3: Draw No:53906901 GE18 Job 53906901 , I GE15 I ROaI;WRH ±;t - I 1 entex-Orlando/2509-A/jsk/4-19-3 I I Job Reference (optional) 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:37 2003 1-0-0 5-1 14 9-8.0 14-2-2 1 19-4-0 20-4-0 1-0-0 5-1-14 4-6-2 4-6-2 54 14 1-0-0 Scale - 1:; 3x6 = 2x3 II H 2x3 II 2x3 II 2x3 II, 2x3 II 2x3 11 34 = 2x3 II 2x3 II 2x3 II 2x3 II 3x5 = 2x3 II 2x3 II 3.4-12 9-8-0 LOADING (psf) SPACING TCLL 20.0 Plates Increase 2-0-0 1.25 CSI TC DEFL in (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.23 0.28 Vert(LL) 0.04 Vert(TL) -0.06 B-Z >999 TL20 245/193 B-Z BCLL 0.0 Rep Stress Incr . 'YES WB 0.05 Horz(TL) 0.00 >999 N n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 100 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) N-212/13-0-12, 80308/0-8-0, V=160/13-0-12, W 190/13-0-12, X=572/13-0-12, T=83/13-0-12, S=106/13-0-12, Rm126/13-0-12, Q-14/13-0-12, P-295/13-.0-12_ Max Horz X-111(load case 4) Max UpliftN--90(load case 5), Ba-146(load case 4), V--32(load case 4), We-190(load case 1), Xm-248(load case 4), S--56(load case 5), R--54(load case 5), Q--17(load case 5), Pa 119(load case 5) Max GravN=212(load case 1), B=308(load case 1), Vm160(load case 1), W=70(load case 4), X=572(load case 6), T=86(load case 7), S=107(load case 7), Rm126(load case 1), Q=14(load case 7), P=295(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A-B-22, B-C--119, C-D--57, D-Es-37, E-F--116, F-Gm-67, G-H=-67, H-1=-66, 1-J--77, J-K--76„K-L--69, L-M=-94, M-N=-102, N-Oe21 BOT CHORD B-Z=56, Y-Z=56; X-Y=56, W-X-O, V-W-O, U-V-O, T-U=56, S-T=56, R-S=56, Q-R-56, P-Q=56, N-P=56 WEBS G-V_-72, F-Wa39, E-X--285, D-Y--28, C-Z=-54, I-T--52, J-S=-82, K-R- 90, L-Q>-23, M-P--204 NOTES (7) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.0psf; BCDLs6.0psf; 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 DOLQ1.33. 3) Truss designed for wind loads In the plane of the truss only. 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint N, 146 lb uplift at joint B, 32 lb uplift at joi V, 190 lb uplift at joint W, 248 lb uplift at joint X, 56 lb uplift at joint S, 54 lb uplift at joint R, 17 lb uplift at joint Q and 119 lb uplift at joint P. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) N. 7) 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 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 r� Q N O� 0 N as Customer No: 1..1045.Customer Name:. CENTEX HOMES.._ORLANDO ' Shop No", Contractor/Job: 2509 EL A..RF Date Regi - _3 Draw No:539069.0.1GE15 Job Truss Truss Type Qty Ply Centex-Orlando/2509 sW4 19 3 ' 53906901 T16- 1 1 Universal Forest Products,lnc•., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:37 2063 Page 1 1-0-0 . 6-5-6 9-8-0 1 12-10-10 19-4-0 20-4-0 1-0-0 6-5-63-2-10 3-2 10 6-5-6 1-0-0 Scale - 1:34. 5x4 = D 5:00 F12 2x3 2x3 c E 2 w B 1 F d 1 ° to 3x5 = H 5xB — 3x5 = 9-8.0 19.4 0 9-8-0 9-8-0 Plate Offsets X Y : H:0-4-00-3-0 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.35 DEFL in (loc) I/dell PLATES GRIP TCDL 10.0 BCLL Lumber Increase 1.25 BC. 0.50 Vert(LL) 0.08 B-H >999 Vert(TL). -0.23 B-H >986 TL20 245/193 0.0 BCDL 10.0 Rep Stress Incr YES Code WB 0:22 Horz(TL) 0.03 F= n/a FBC2001 (Matrix) 1st LC LL Min Well a 240 Weight:81 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-4 oc purlins. BOT CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) F-830/0-3-8, B=830/0.3-8 Max Horz B-110(load case 4) Max UpliftF--270(load case 5), 8=-270(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-Bo22, B-C--1379, C-D--1072, D-E--1072, E-F--1379,.F-G=22 BOT CHORD B-H-1221, F-H-1221 WEBS C-H-366, D-H-690, E-H--366 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDLa6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint F 4) Truss 270 lb and uplift at joint B. 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 conformance on this sheet for 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 it as 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 o Go a LU in d NLIM C Z a. sQ r5 / ^ i Customer NO' 11 045!CustomerName:: CENTEX.-HOMES ORLANDO Shop No:', :A Contractor/Job: 2509 ELRF Date Req:04/ 3' Draw No:53906901T1.6 . I• Job Truss Truss 7yp " Qty Ply Centex-Orlando/2509-Arsk/4 19-3 53906901 G17 ' COMMON 1 3 Job Universal Forest Products,lnc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek I dust es,1ce Inc.oWed Apr 23 08:33:38 2003 Page 1 I. 7-0-12 9-8-0 12 3-4 19-4-0 20-4-0 7-0-12 2-7-4 2-7-4 7-0-12 1-0-0 Scale - 1:32. 5x4 = D 3x4 5.00 1112 3x4 .. c E 3x4 N1 1 B 3x4 Q 2 w F w4 w4 A a1. B1� . c} 5x7 M L K b J I 3x6 II 7x6 = 6x6*= 5x7 = 7x6 3x6 II = - ' 7-0-12 9-8-0 12-3-4 7-0-1 2 2-7-4 2-7-4 19-4-0 7-0-12 Plate Offsets X Y; A:0 3 6 0-0-U F:0-0-0 0-0-0 G:0-3-6 0-0-0 1:0-0-U 0-0 0 J:0-3-0 0-4 4 L:0 3-0 0-4 4 LOADING (psf) SPACING 2-0-0 CSI DEFL TCLL 20.0 Plates Increase 1.25 in floc) PLATES GRIP TC. 0,42 Vert(LL) 0.17 K >99999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.26 1 K-L >869 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.06 G n/a BCDL 10.0 Code FBC2001 (Matrix) ) 1st LC LL Min I/defl = 240 Weight: 381 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 8 SYP No.2 TOP CHORD Sheathed or 5-7-11 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) A-7819/0-3-8, G-5556/0-3-8 Max Horz A--126(load case 5) Max UpliftA"-2536(load case 5), G--1895(load case 5) FORCES (lb).- First Load Case Only TOP CHORD ' A-B--15883, B-C=-13343, C-D-10827, D-E--10823, E-F--13530, F-G--13257, G-H=29 BOT CHORD A-M-14702, L-M-14702, K-L-12296, J-K-12462, I-J-1 2249,.G-1-1 2249 WEBS C-L-3367, D-K-7962, E-J-3643, C-K--3380, E-K--3624, B-M-1928, B-L--2751, F-1=-571, F-J-244 NOTES (7) 1) Special hanger(s) or connection(s) required to support concentrated load(s) 3053,01b down and 1049.51b up at 12-3-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 2) 3-ply truss to be connected together with 10d Comrnon(.148'.x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 -:4 rows at 0-4-0 oc.. Webs connected as follows; 2 X 4 - 1 row at 0-9-0 oc. Special hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049.51b up at 12-3-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 3) Unbalanced roof live loads have been considered for this design. 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.0psf; 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. i) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2536,Ib uplift at joint A and 1895 lb uplift at joint G. i) Special hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049.51b up at 12-3-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall:be of size and type shown and centered " r 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 bracin required for the overall building design. Building Designer shall verify all design information on this sheet for g conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss J o designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a o specific building: Any references to job names and locations are for administrative purposes only and are not part of N the review or certification of the truss designer, - � p� \ 0-N fR OAD CASE(S) Standard � rJ g Regular: Lumber Increase-1.25, Plate Increase-1.25 \ = < Uniform Loads (plf) ` Vert: A-J 740.0, G-J--20.0, A-Da-60.0, D-H--60.0 q' Concentrated Loads (lb) Vert: J--3053.0 Customer No: 1 Contractor/Job: iu4b,uustomer„Name: CENTEX HOMES :ORLANDO Shop No:!_______ _ 2509EL_ A RF Date Req"01 Draw No:53906901 G17 Job Truss Truss Type 53906901 EJ7 RO6f duc�wyu Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s -1-0-0 i 1-0-0 3x4 = Qty 2020 7-n-n Ply Centex-Orlando/2509-A)jsk/4-19-3 1 Job Reference (optional) 13 MiTek.lndustries, Inc. Wed Apr 23 08:33:38 2003 Page --------------- Scale — 1:1 6-11-4 6-11-4 LOADING (psf) SPACING 2-0-0 CSI DEFL TCLL TCDL. 20.0 1 o.0 Plates Increase 1.25 TC 0.21 is (loc) Vert(LL) n/a I/deft BCLL . 0,0 Lumber Increase Rep Stress Incr 1.25. YES BC 0. Vert(TL) 0.17 A n/a >80 BCDL 10.0 Code FBC2001 WB 0.00 (Matrix) Horz(TL) -0.0o C n/a 1st LC LL Min I/deft a 240 LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C-198/Mechanical, B-346/0-3-8, D-68/Mechanical Max Horz Bv159(load case 5) Max UpliftC 165(load case 5), B--75(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=62 BOT CHORD B-D-0 NOTES (3) 7.8-0 0-0.12 PLATES GRIP TL2o 245/193 Weight: 23 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. .1) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.0psf; BCDLa6.0psf; occupancy category Ii; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLo1.60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint C and 75 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 odly 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 UM o N N Customer No: 1.1045;Cus.tomer Name: CENTEX.HOM-Fc--n .RLANDO Shop No:y :Contractor/Job: 2509;'EL:A RF Date,Req!,; __._ " W . Draw No:5390.6901,EJ7 Job Truss Truss T e T-3 Ply Centex -Orlando 53906901 HJ7' E DJACK TRUSS `1Universal Forest Products,lnc., Burlington, NC 27215, Jeff KerrJob Reference 5.000 s Feb 20 2003 MiTek Industries, Inc. 1-6-8 B 3x4 = LOADING (psf) SPACING .2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase_ 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SYP No.3 5-8-3 3.54 V2 09-A/jsk/4-19-3 ional) 'ed Apr 23 08:3 9-10-1 4-1-13 W1 3 Page 1 I Scale _ 1:18. D n F E 2x3 4-1-1 CSI TC 0.37 DEFL in Vert(LL) 0.03 (loc) I/defl PLATES GRIP F-G BC 0.40 Vert(TL) -0.06 >999 TL20 245/193 F-G >999 WB 0.26. Horz(TL) 0.01 E n/a (Matrix) 1 st LC LL Min I/defl - 240 Weight: 40 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD . Rigid ceiling directly applied or 10-0-0 bracing. oc REACTIONS (lb/size) B=435/0-3-8, E@408/Mechanical, D=222/Mechanical Max Horz B-193(load case 4) Max UpliftB--242(load case 2), E--64(load case 3). Da-179(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-8a24, B-C--858, C-Da46 BOT CHORD B-G-800, F-G-800, E-Fe0 WEBS C-G-169, GF--877 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; ha25ft; 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 242 lb uplift at joint B, 64 lb uplift at joint E and 179 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 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 conformance: with conditions and requirements of the specific building and governing.codes and ordinances. 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-13 -60.0 Trapezoidal Loads (plf) . Vert; B-0.0-to-E--49.5, 13-2.2-to-D=-148.5 UJ M, J O O � N \ d tp CM N G. J Customer No: 11 045Customer, Name: CENTEX. HOMESt. ORLANDO Shop No: Contractor/Job: 25 R EL,A RF Date Req;•^- --'?003° Draw No:53906901 HJ7 Job Truss Truss 53906901. �Hl MONO HIP 9-3 R ersal Forest Products,lnc., Burlington, NC 27215, Jeff s Feb 20 2003 MiTek-Industries, Inc. Wed Apr 23.08:33:39 2003 Page 1-0-0 7-0-0 I 12 10-10 18-7-9 1 24-4-7 30-1-6 36-0-0 1.0_0 7-0-0 5-10-10 5-8-14 5-8-14 5-8-14 5-10-10 Scale - 1:62. 7x10 = 5.00 F,2 C 5x6 = 5x6 -. 5x6 - O E F 2x5 II 5x6 = 500 = a H 1 1 wi w 5xi0 = O P O N M L K J 20 II 5x10 M111811= 5x6 = 5x6 = 500 MII16H= 7x10 = 3x5 II 500 = 7-1-12 12.10-10 18.7-9 1 24-4-7 30-1-6 36_0.0 7-1-12 5-8-14 5-e•14 5-8-14 5-8-14 5-10-10 Plate Offsets (X Y): )B•0-2-7 Edgej fC•0-3-4 0-4-01rK.0-3 8,0-3-8) LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0.98 BC 0.92 Vert(LL) 0.79 N-0 >544 Vert(TL) -1.12 N-O TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.86 >383 Horz(TL) 0.19 J_ n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell.= 240 Weight: 230 Ib LUMBER TOP CHORD 2 X 6 SYP No•2 'Except` T1 2 X 4 SYP No.1 BOT CHORD 2 X 6 SYP No.1 `Except' B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.1 'Except W3 2 X 4 SYP No.2, W2 2 X 4 SYP No.3 W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 REACTIONS (lb/size) J=3136/Mechanical, B-3053/0-3-10 (input: 0-3-8) Max Horz B=163(load case 3) Max UpliftJ=-1273(load case 3), B=-1058(load case 3) BRACING TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-8 oc-bracing. WEBS 1 Row at midpt I-K FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7057, C-D--9389, D-E--10135, E-F--8829, F-G=-8829, G-H=-8829, H-I=-5501, I-J--2966 BOT CHORD B-Q-6455, P-Q=6472, O-P-6472, N-0-9387, M-N=10135, L-M=5501, K-L-5501, J-K=190 WEBS C-Q-326, D-0=-1177, E-N--114, G-M--738, H-K-2378, C-0-3235, D-N-832, E-M--1453, H-M-3701, I-K=5908 NOTES: (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; 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; Lurnber 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) WARNING: Required bearing size at joint(s) B greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1273 lb uplift at joint J and 1058 lb uplift at joint B. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at '7-0-0 on .top chord. Design for unspecified connection(s) is delegated to the building designer. 9) 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 tot the review or certification of the truss designer. tI- a10) Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow ofSimpson instructions for installation. LOAD CASE(S). Standard 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 13-J=-43.5, A-C=-60.0, C-1 -130.6 Concentrated Loads (lb) Vert: C=-385.0 Customer. No: 11045 Customer Name: CENTEX.HOMES=:.ORLANDO Shop No:i_______ Contractor/Job:'2509;EL:A RF Date: Regi__ _3 Draw No;53906901 H1 Job Truss Truss,Type Oty Ply Centex-Orlando/2509-A/jsk/4-19-3 , 53906901 H2 MONO HIP �smuc�um>+u- 1 1 Universal Forest Products,lnc., Burlin 27215, Jeff Kerr Job Reference o lional 9t8J� S.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:3139 2003 Page 1 1 0-P 5-8-14 9-0-0 15-9-14 22-6-0 1 , 29 2 2 36-0-0 1-0-0 5-8-14 3-3-2 , 6-9-14 6-8-2 6-8-2 6-9-14 s�io _ 1:62.1 5x7 = 3x6 = 5x8 = 3x6'= 5x5'= 5.00 12 D E 2x3 ,� F O H c W2 W2 W2 V W2 3 A 9 3x7 = O N M L K I 3x8 3x8 = 3x6 - 3x0 = 3xa = 3x6 = 2x5 II 5.8.14 9-1-12 15-9-14 22 6-0 29-2-2 36-0-0 5-e-14 3.4-146-8-2 6-8-2 • Plate Offsets X Y ; D:0-5-4 0-2-8 F:0-4-0 0-3-0 6-8-2 6-9-14 -OADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES f CLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.30 L-M >999 TL20 GRIP "CDL. 10.0 Lumber Increase 1.25 BC 0.74 245/193 3CLL . 0.0 Rep Stress Incr NO WB 0 80 Horz(T) 0,51 L M >8L) 0.11 I n/48 a 3CDL 10.0 Code orz(T. FBC2001 (Matrix) 1st LC LL Min I/defl a 240 Weight: 185 lb -UMBER -OP CHORD 2.X 4 SYP No.2 BRACING iOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-14 oc purlins, except end verticals; VEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. 1EACTIONS (lb/size) 8=1498/0-3-8, 1=1427/Mechanlcal Max Horz B-220(load case 3) Max UpliftB=-431(load case 2), 6-483(load case 3) ORCES .(Ib) -'First Load Case Only OP CHORD A-B-22, B-C-3062, C-D--2815, D-i7 -3374, E-F--3210, F-G=-3210, G-H-2114, H-1=-1354 OT CHORD B-0-2766, N-0-2580, M-N-2580, L-M-3374, K-L-2114,.J-K-2114, I-J-69 JEBS D-0-314, C-0--238, E-M--324, F-L--391, G-J--1037, D-M=9o8, E-L-.188, G-L-1260, H-J-2352 OTES (4-5) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right -exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, I Provide adequate drainage to prevent water pondlnq Truss shall be fabricated per ANSI/TPI 1 . Provide mechanical connection SI/by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint 8 and 483 lb uplift at joint I. -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, H28R: Right end may be attached to 2x8 So -Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. )AD CASE(S) Standard f�l o .J O LU CV 11! � Q O'� �A CV au C � f Customer. No: 1 Contractor/Job: 1045 Customer.Name:, CENTEX .HOMES :ORLANDO' ` . °Shop No; 25,091JEL:A RF ,DrawNo:5390690.1H2 IJob Truss Truss 153906901 I1-13 Universal Forest Products, Inc., Burlington, NC 27215, Uty Ply t 1 I I IJob Reference (optional) 00 s Feb 20 2003 MiTek Industries,. Inc, Wed Apr 23 08:33 6" 1 -0 - 6-5-3 11-0-0 250-0 � 29-6-13 36-0-0 ;0 .6-5-3 4-6-13 14-0-0 4-6-13 6-5.3 Scale . 1:6 .MM"T 5x6 = D 2x3 II E 5x6 = F 3xr = M . L K J -. : 3x7 = 3x6 — 3x6 - 3x8 = 3x8 = 3x6 = 1, 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 _Plate Offsets (XY): [0:0-3-0 0-2.4 F:0-3-0 0-2-41 8-8-2 8 8 2 I 9-3-14 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (loc) I/defl PLATES GRIP TCDL 10.0: Lumber Increase 1.25 0.45 BC 0.80 Vert(LL) 0,22 K >999 Vert(TL) ' -0,43 K-M T�0 245/193 BCLL. . 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.23 >999 Horz(TL) 0.13 H n/a Code FBC2001 (Matrix) 1 st LC LL Min I/deft a 240 Weight: 1671b LUMBER: TOP CHORD .2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4, SYP No.2 TOP CHORD Sheathed or 3-2-14 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. tq 0 REACTIONS (lb/size) H-1427/Mechanical, Ba1498/0-3-8 Max Horz B=131(load case 4) Max UpliftH--328(load case 3), Bv-382(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A'-B-22, B-C--3046, C-D--2782, F-G..-2789, G-H--3057, D-Ea-2829, E-F--2829 BOT CHORD B-Mo2749, L-M=2371, K-L-2371, J-K=2374, I-J=2374; H-1-2761 WEBS C-M--309, D-Ma432, F-1-440, G-1=-315, E-Ko-443, D-K-549, F-Ka544 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; he25ft; 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 Q,OL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint H and 382 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. i) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. -OAD CASE(S) Standnrd ..R Btu W� a o. C11 3* ,... ..... ,u� Customer No: 11045 Customer Name:.CENTEX HOMES:_ ORLANDO ' Shop No contractor/Job: 250911EL.A RF Date Req Draw No:53906901H3 Job ITruss Truss. Type Qty I Ply Centex-Orlando/2509 53906901 H4 IROOFTRUSS t1fp`0j�+ i i iversal Forest Products;lnc., Burlington, NC 27215, Jeff Kerr 5.600 s Feb 20 2003 MiTek Industries,Ice Inc.uWed Apr 23 08:33:40 2003 Page 1 6.5-3 13-0-0 23-0-0 29 6.13 36-0-0 1-0-0 6-5-3 6-6-13 10-0-0 6-6-1 3 6-5-3 Scale - 1:61 5x6 2x3 II 5x6 = 3x7 = M L K J 1 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 9-3-14 18=0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets (X Y); jD:0-3-0,0-2-41 (F:0-3-0 0-2-41 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) Well PLATES GRIP TCDL' 10.0 Lumber Increase 1.25 TC 0.54 BC 039 Vert(LL) 0.18 K >999 Vert(TL) K-M TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.18 -0.39 >999 Horz(TL) 0.13 H BCDL 10;0 Code FBC2001 (Matrix) n/a 1st LC LL Min I/defl a 240 Weight: 171 lb. LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) H=1427/Mechanical, 8-1498/0-3-8 Max Horz B=149(load case 4) Max UpliftHs-319(load case 5),,B--389(load case 4) BRACING TOP CHORD Sheathed or 3-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. FORCES (lb) -.First Load Case Only TOP CHORDA-B=22, B-Ca-3071, C-Da-2769, F-Ga-2776, G-H-.-3081, D-E=-2365, E-F-2365 BOT CHORD B-M=2777, L-M=2174, K-La2174, J-K-2176, I-J=2176, H-1-2788 WEBS C-M--394, D-Ma552, F-1=560., G-I=-400, E-K=-252, D-K-284, F-K=280 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; ti=25ft; TCDL=6,0psf; BCDL=6.opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOLa1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint H and 389 lb uplift at joint B. 5) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet Is.to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building. Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The.truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a. specific. building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson Instructions for Installation. LOAD CASE(S) Standard J W C O N L► O cm Customer No: 11045 Customer Name: CENTER HOMES_ ORLANDO Shop No: j Contractor/Job: 2509 EL.A.RF Date `Req:, S.'Draw No:539'06901H4 Job .. 53906901 Truss H5 Truss Type ROOF TRUSS Qty Ply Centex-Orlando/2509-Arsk/4-19-3 Universal Forest Products,lnc., Burlirt tb.', Job 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, 1Inc,ce oWed Apr 23 08:33:41 2003 Page 1 1-0- 11-10-14 15-0-0 21-0-0 24-1-2 29-6.13 36-0-0 1-0-0 6-5-3 5-5 10 3.1-2 (5-0-0 3-1.2 5 5-10 6-5-3 Scala - 1:61. 5.00 12 5.6 = 5x6 = 5x8 G E F 5x8 D G 20 �� 1 2x3 ,1i w W2 W2 3 H 4 yy ;A 8 � 0 1� o 3x7 _. N ldL K J 3x7 = 3x6 = - 3x8 = 500 = 3x8 = 3x6 = 9-3-14 18-0-0 26-B-2 36-0-0 9-3-14 8 8 2 8-872 9-3-14 Plate Offsets (X1Y): (D;0-4-0 0-3-0j E:0-3-0 0-2-4 , F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING TCLL 0.0 0.0 2 SPACING 2-0-0 Plates Increase 1.25 CSI DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0,43 BC 0.78 Vert(LL) -0.17 L >999 Vert(TL) -0.38 W TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.66 >999 Horz(TL) 0.13 1 BCDL 10.0 Code FBC2001 (Matrix) n/a 1 st LC LL Min I/dell - 240 Weight: 183 Ib, LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or 3-3-1 oc purlins. .WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. REACTIONS (lb/size) B-1498/0-3-8, 1a1427/Mechanical Max Horz Bm168(load case 4) Max Uplift[3 -413(load case 4), 1.-343(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3063, C-D=-2770, D-Ea-1983, F-G=-1983, G-Ha-2778, H-Ia-3073, E-F--2021 BOT CHORD B-Na2768, M-N-2265, L-M-2265, K-L-2268, J-K-2268, I-J-2779 WEBS C-N--371, D-Ne496, G-J-504, H-Ja-377, E-L-505, F-L=504, G-L-596, D-Lm-593 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; hm25ft;.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 DOLa1.60 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 413 lb uplift at joint B and 343 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on 'this sheet is to reduce buckling of.individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building: Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. :ayggyy, Follow Simpson instructions for installation, LOAD CASE(S) Standard y. �u N _ x t Customer No: 1.1045 Customer Name: CENTEX_HOMES -ORLANDO Shop No: Contractor/Job: 2509 EL.A'RF Date. Req C j3 Draw No:53906901 H5. Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/4-19-3 53906901 H6 RO 1. 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industriesnlnc.oWed Apr 23 08:33:41 2003 Page 1 110-p 6-5-3 111014 17-0.0 19-0-0 24-1.2 29-6-13 36-0-0 1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 Scale - 1:61. ' 5.00 F,2 5x6 = 5x6 = E F �3 5x8 5x8 D 24 �� 1 2x3 4- D W W2 W2 3 H h r` 4 - w dA o 3x7 - N M I¢ o L K 3x7 = 3x6 = 3x8 = 5x12 = US= 3x6 = 9-3-14 18-0-0 26 8-2 36-0-0 9-3-14 8.8-2 8-8-2 9-3-14 Plate Offsets X Y; D:0-4-0,0-3-0 E:0-3-0 0-2-4 F.0-3-0 0-2-41,jG;0-4-0 0-3-0 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.78 DEFL in (loc) PLATES GRIP BCDL 10.0 BCLL Lumber Increase 1.25 BC 0.78 Vert(LL) 0.17 L` >999 999 Vert(TL) -0.38 I-J TL20 245/193 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2001 WB 0.75 >999 Horz(TL) 0.13 1 n/a (Matrix) 1 st LC LL Min I/defl - 240 Weight: 1831b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. REACTIONS (Ib/slze) B-1 498/0-3-8,1-1427/Mechanical Max Horz B-186(load case 4) Max UpliftB--435(load case 4), I--364(load case 5): FORCES (lb) -. First Load Case Only TOP CHORD A-6=22, B-Ca-3057, C-D=-2773, D-E=-1947, F-Gi.-1947, G-H=-2780, H-I=-3067, E-Fa-1812 BOT CHORD B7N-2762, M-N=2278, L-M-2278, K-L-2281, J-K-2281, 1-J=2773 WEBS C-Na-353, D-N-484, G-J-491, H-J--359,.E-L-524, F-L-523, G-L-696, D-Le-693 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; 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 DOL-1.33. grip 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at 8 5) Truss joint and 364 lb uplift at joint I. shall be fabricated per ANSIlf-PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing Indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design Information on this sheet for conformancewith 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 of the part review or certification of the truss designer. 6) H28R; Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or Follow Simpson instructions for installation. eq. LOAD CASE(S) Standard . M O J O a:O% OIL N � gW� I customer No: 110451 Customer Name: CENTEX HOME - ""'LANDO Shop No:! _.__ Contractor/Job: 2509;,EL.A RF Date'Re Draw No:53906901H6 russ 53906901 I T7 I ROOF TRUSS H 9-3 iversal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industr esnlnc.oWed Apr 23 08:33;42 2003 Pag1 1-0- 6-5-3 11-10-14 18-0.0 24-1-2 29-6-13 1-0-0 6-5-3 5 5-10 36-0-0 6-1.2 6-1-2 5-5-10 6-5-3 Scale — 1 5x6 = 5.00 12 E M L K 3x6 = 3x8 = 3x8 = J '' 3x7 = 3x8 = 3x6 = 9-3-14 9-3-14 Pl ate Offsets (X Y); jD:0-4-0 0-3-01 (F:0-4-0,0-3-01 18-0-0 8-8-2 26-8-2 36-0-0 8-8-2 9-3-14 . LOADING (psf). SPACING 2-0.0 CSI DEFL DEFILL) TCLL 20.0 Plates Increase 1.25 TCDL TC 0.44 0,1n (lo) ES GRIP 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BC 0.79 >/9991 TLA Vert(TL) -0.39 H-1 >999 245/193 BCDL . 10.0 Code FBC2001 WB 0.80 (Matrix) Horz(TL) 0.13 H n/a 1st LC ILL Min I/deft.= 240 Weight: 174 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-8 bracing. oc REACTIONS (lb/size) B=1498/0-3.8, H=1427/Mechanical Max Horz B-195(load case 4) Max UpliftB--444(load case 4), H=-374(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22; B-C--3056, C-D--2773, D-Ea=1944, E-F--1944, F-G--2781, G-14=-3066 BOT CHORD B-M-2760, L-M-2281, K-L-2281, J-K-2284, I-J-2284, H•1=2772 WEBS C-M--349, D-M-481, D-Km-704, E-K-1052, F-K--708, F•1-489, G-1 -355 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design. ; 2) Wind: ASCE 7-98 per FBC200.1.; 110mph; h-25ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category 11; exposure B; enciosed;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 444 lb uplift at joint B and 374 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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. 5) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation: LOAD CASE(S) Standard - s�S t!. N a� Q Customer No: 11045 Customer Name:.CENTEX HnlnnLANDO Shop.No:.. .Contractor/Job: 2509, EL:A. RF Date Req�..,,,--,ram Draw No:53906901T7 Job Truss Truss Type Qty Ply Centex-Orlando/2509-ask/4-19 3 ' 53906901 H9 ROO 1 1 t Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr Job Reference optional) 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08;33:42 2003 Page 1 i1-0-P 6-5-3 11 10 14 17-0.0 19-0.0 —{ 24.1-2 29-6-13 1-36-0-0 7-0- 0.0 6=5-3 5-5-10 J. 2-0-0 5-1-2 5-5-10 6-5-3 1-0-0 Scale — 1:61 5.00 12 5x6 = 5x6 = E F j i, 3x6 = 3x6 = K W 5x12 = = 3x6 = 3x6 = . 9-3-14 18-0-0 26 8 2 - 9-3-14 8-e-2 36-0-0 Plate Offsets (X Y); (D:0-4-0 0-3-Oj fE'0 3-0 0 2 4j 8-8-2 9-3-14 . (F 0 3 0 0 2 4j G;0-4 0,0 3-Oj LOADING (psf) TCLL 20,0 SPACING Plates Increase 2 0 0-0 0 1 CS TC DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 BCLL Lumber Increase 1.25 0.42 BC 0.70 Vert(LL) 0.17 M >999 Vert(TL) TL20 245/193 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.74 -0.38 M-0 >999 1 3 I ( HorzTL) 0,1 Code FBC2001 (Matrix) n/a 1st LL Min Well m 240 Weight: 185 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-9 bracing. oc REACTIONS (lb/size) B=1497/0-3-8, 1-1497/0-3-8 Max Horz B_-1 78(load case 5) Max UpIliftB--434(load case 4), I--434(load case 5) FORCES (lb) - First Load Case Only TOP,CHORD A-B-22, B-C--3054, C-D=-2770, D=E=-1944, F-G--1944, G-H--2770, H-1--3054, I-J-22, E-F--1809 BOT CHORD B-0-2759, N-0=2275, M-N=2275, L-M-2275, K-L=2275, I-K-2759 WEBS C=Oa 353, D-O-484, G-K-484, H-Ka-353, E-M-523, F-M-523, &M=-693, D-M=-693 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water pondinq. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint B and 434 lb uplift at joint 1. 5) Truss shall be fabricated per ANSUTPI 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 M � N \ CQ N � ,ustomer No: 11045 Customer. Name: CENTEX HOMES. ORLANDO Shop No:1-- - ; I contractor/Job: 2509:EL A-RF -. Date Req t _____3 Draw No:53906901H9_ s I Truss Type Oty Ply 53906901 I H 10 I ROOF- TA.USS_ - — -- gt, urlington, NC 27215, Jefp lona) f Kerr 5.000 s Feb 20 2003 MiTek Industries�Inc. ce oWed Apr 23 08:33;43 2003 Page 1 1-0- 6-5-3 11-10-14 15-0-0 21-0 0 24-1-2 29-6-13 1 36-0-0' 37 0 0 1-0-0 6-5-3 5-5-10 3.1-2 6-0-0 t— 1 3-1-2 5-5-10 6-5-3 1-0-0 Scale - 1:61. 5.00 12 5x6 = 5x6 = 5x8 E F I� "^ L K 3x7 = 3x6 = 3x8 = 5x10 = 3x8 = 3x6 = 9-3-14 9-3-14 Plate Offsets X Y): [D:0-4-0 0-3-O],.[E:0-3-0,0-2-4j [I=:0-3-0,0-2-41,[G:0 18-0-0 8-8-2 26-8-2 36-0-0 8-8-2 9-3-14 4 0 0-3-0 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 CSI TC DEFL clefl ES GRIP in (IoM >99g TCDL 10.0 Lumber Increase 1.25 0.41 BC 0.70 Vert(LL) -0.17 TL20 245/193 0.13 M O BCLL 0.0 Rep Stress Incr YES BCDL 10.0 WB 0.65 >9 /a Horz(T) Horz(TL) 0.13 i n/a Code FBC2001 Matrix (Matrix) 1st LC LL Min I/defl a 240 Weight: 184 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-5 oc bracing. REACTIONS (Ib/size) B-1497/0-3-8, I=1497/0-3-8 Max Horz Ba-159(load case 5) Max UpliftB--413(lQad case 4), 1--413(load case 5) FORCES (lb) -First Load Case Only TOP CHORD. A-B=22, B-C=-3060, C-Da-2768, D-Effi-1980, F=Gs-1980, G-H=-2768, H-1--3060, I-J-22, E-F=-2018 BOT CHORD B-0-2766, N-0=2262, M-N-2262, L-Ma2262, K-L=2262, I-K-2766 WEBS C-0=-371, D-0=496, G-Km496, H-K=-371, E-M-504, F-Mm504, G-M--593, D-M=-593 NOTES (5) . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h@25ft; 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 DOLa1.60 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 413 lb uplift at joint B and 413 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 o y� o N ON N �0 � J Customer No: 110451Customer Name:-CENTEX HO,MES:':_ORLANDO Shop Contractor/Job: 2509 EL:A ftF.' Date Rei Draw No:53906901 H10 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/4-19-3 53906901 11 1'i"f�F{8'BI Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industriesnlnc.oWed Apr 23 08;33:44 2003 Page 1 1-0- 6-5-3 13-0-0 23-0-0 29-6-13 36-0-0 7-0- 1-0-0 6-5-3 6-6-13 10 0 0 6-6-13 6-5-3 1-0-0 Scale - 1:61. 5x6 = 2x3 II 5x6 = D E F 5.00 rl2 2x3 2x3 Q c W 2 w 3 G 4 v w �A B o H 1 3x7 o N to M L o 3x6 = 3x8 = 3x8 = 3x6 = 3x6 = 9-3-14 18-0-0 26-8 2 36-0-0 9-3-14. 8-&2 8-8-2 9-3-14 Plate Offsets X Y: D:0-3-0 0-2-4[F:0-3-0,0-2-41. LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 BCLL Lumber Increase 1.25 0,40 BC 0.70 Vert(LL) 0.1 L >999 Vert(TL) -0.39 L-N TL20 245/193 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2001 WB 0.18 >999 Horz(TL) 0.13 H n/a (Matrix) 1st LC LL Min I/defl a 240 Weight: 173 lb LUMBER TOP CHORD 2 X 4 SYP N6.2 - BRACING BOP CHORD' 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-10 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing.. REACTIONS (lb/size) B=1497/0-3-8, H=1497/0-3-8 Max Horz B-141(load case 5) Max UpliftB=-389(load case 4), H=-389(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-Ca-3068, C-D=-2766, F-Ga-2766, G-H--3068, H-1=22, D-E--2362, E-Fe-2362 BOT CHORD B-Nm2775, M-N=2171, L-M=2171, K-L=2171,J-K=2171, H-Ja2775 WEBS C-Ns-394, D-N=552, F-J=552, G-J=-394, E-1:=7251, D-L=282, F-L=282 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001;.11Omph; h=25ft; TCDL=6.Opsf; BCDLa6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber. DOLm1.60 plate grip DOLs1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 Ib uplift at joint B and 389 lb uplift at joint H. 5) 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 does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information conformance with conditions this on sheet for 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 ,r o 0 N a C\1 CU F. Customer,No: 11045 Customer Name CENTEX HOMES_ ORLANDO Shop No: - Contractor/Job: 2509I ECA ftF` Date ;Req 0{ ___Draw No:53906901 H11 53906901 I H 12 I ROO .'' .; ..' { B br 19 Refe c., Burlington, 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08-33 4 24 2003 Page 1-0-Q 6-5-3 I 11 0 0 25-0-0 29 6 13 36 0 0 37 0 0 1-0-0 6-5-3 4 6-13 14-0-0 4-6-13 6-5-3 1-0-0 ScaleScale - 1 5x6 = 2x3 II, 5x6 = 3x7 = 3x6 = 3z8 = 3x6 = 3x6 = 3x6 = 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8.2 8-8-2 9-3-14 .Plate Offsets (X Y): fD:0-3-0 0-2-41 [F•0-3-0 0-2-41 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 CS DEFL In (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0.43 BC 0.79 Vert(LL) 0.22 L >999 TL20 245/193 Vert(TL) -0.43 L-N BCLL 0.0 Rep Stress Incr YES WB 0.23 >999 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well a 240 Weight: 169 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-3 oc purlins. WEBS 2 X 4 SYP No,3 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. REACTIONS (lb/size) B=1497/0-3-8, H=1497/0.3-8 Max Horz Bs-122(load case 5) Max UpliftB--382(load case 2), Hm-382(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3044, C-D=-2779, F-G=-2779,.G-H=-3044, H-1=22, D-E=-2825,.E-Fa-2825 BOT CHORD B-N=2747, M-N=2368, L-M=2368, K-L=2368, J-Ka2368, H-J-2747 WEBS C-N--309, D-N=432, F-Ja432, G-J=-309, E-L--443, D-L-547, F-L-547 NOTES. (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft;.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 382 lb uplift at joint B and 382 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements.. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of.the review or certification of the truss designer. LOAD CASE(S) Standard IVY' aou . �1 'Customer No: 11045 Customer Name: CENTEX, HOMES�ORLANDO Shop No:i Contractor/Job: 2509: EL A RE.. Date Req C - 3 Draw No:5390690.1 H12. Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/4-19-3 53906901 H13 HI Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb"20 2003 MiTek I dust ies, Inc.oWed Apr 23 08 33:45 2003 Page 1 -i1-0-Q 5-9-1 a7 0 p , 9-0-0 , 15-0-0 21-0-0 , 27 0 0 30 2 15 36 0 0 1-0-0 5-9-1 3-2-15 6-0-0 6-0-0 6-0-0 3-2-15 5-9-1 1.0-0 Scale - 11:611.12 5x6 = " 3x6 = 5x8 = 5x6 = 5.00 12 D E F p 2x3 C. H W1 2 W 1M 4 w v dA 8 J Id 3x7 = O N M L K- 3x7 = 3x8 = 3x10 WISH= 3x6 = 3x10 M1118H= 3.8 = 9-1-12 18-0-0 26-10-4 36-0-0 9-1-12 8.10-4 a-10-4 9-1-12 Plate Offsets X Y: D:0-3-0 0-2-4 F:0-4-0 0-3-0 G:0-3-0 0-2-4 LOADING (psf) TCLL SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP 20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1,25 TC 0.36 BC 0.80 Vert(LL) 0.28. M >999 Vert(TL) K-M TI20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.79 -0.52 >826 Horz(TL) 0.15 1 n/a BCDL. 10.0 Code FBC2001 (Matrix) 1st LC LL:Min I/defl = 240 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD" 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing, REACTIONS (lb/size) B=1497/0-3-8, 1=1497/0-3-8 Max Harz Ba-104(load case 5) Max UpliftB--413(load case 2), 1--413(load case 3) FORCES (lb) - First Load Case Only TOP CHORD . A-13=22, B-C=-3067, C-D=-2813, D-Eo-2592, E-F--3350, F-Gv-2592, G-H--2813, H-1-3067, I-J-22 BOT CHORD B-0-2771, N-0=3284, M-N=3284, L-M-3284, K-L-3284, I-K-2771 WEBS D-0-788, G-K-788, C-0=-252, H-K=-252,.E-0-825, E-M-106, F-M-106, F-K--825 NOTES (6). 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL-6.Opsf; BCDL=6.0psf; occupancy category II; exposure B; enolosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and'right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water ponding, 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 8 and 413 lb uplift at I. joint 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at'joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling; of individual members only and does not replace erection and permanent bracing required for the overall building. design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. " LOAD CASE(S) Standard ro 1.2M _ 5 CO O 4 UJ CV O%. Cy 7Ar X Q �M ,: 1 _ _ Customer No: 110451 Customer Name: CENTEX HOMES ORLANDO Shop No: 53 Contractor/Job:'2509 EL:A RF Date Req,; !,003`;Draw No:53906901H1.3 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A/jsk/4-19-3 53906901 HI HI Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:45 2003 Page 1 -11-0-9 4-6-5 7-0-0 , 12-6-14 18 0 0 23-5-2 29-0-0 31-5-11 , 36-0-0 W-0 0 1-0-0 4-6-5 2-5-11 5-6-14 5-5-2 5-5-2 5-6-14 2-5-11 4-6-5 1-0-0 .Scala � 1:61. 7x10 = 5.00 r12 5x6 = 2x5 11 5x6 = 5x6 = 7x10 = D zz3 Q E F G H. I c 2x3 6 3 1 1 wi e w r ;A _ K M o L y 5x10 Q .F _ Ig N M 5x10 = 56 = 5x6.= 7x10 M1116H= 5x6 =. 5x6 = 7-1.12 12-6-14 18-0.0 23-5-2 28-10-4 38-0-0 7-1-1 2 5-5-2 5-5-2 5-5-2 5-5-2 7-1-12 Plate Offsets X Y : B:0-2-7 Ed e , D:0-3-12 0=4-0 1:0-3-12 0-4-0 K:0-2-7 Ede 0:0-5.0 0-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.81 0 >529 TL20 TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -1.16 0 >370 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(fL) 0.21 K n/a BCDL 10.0. Code FBC2001 (Matrix) 1st LC LL Min I/detl = 240 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD' Sheathed or 1-9-8 oc purlins. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. BOT CHORD 2 X 6 SYP SS' WEBS 2 X 4 SYP No.3 'Except W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 REACTIONS (lb/size) K=3079/0-3-10 (input: 0-3-8), B-3079/0-3-10 (input: 0-3-8) Max Horz Ba-86(load case 5) Max UpliftK--1129(load case 3). B--1076(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7065, C-D=-6987, D-ER-9397, E-Fa-10284, F-G=-10284, G-H 10284, H-1=-9397, 1-Jm-6987, J-K=-7065, K-L=26 BOT CHORD B-Q=6456, P-Qa6499, O-Pa9394, N-0=9394, M-Nm6499, K-M=6456 WEBS D-Q=290, I-M=290, C-Q=34, D-P-3247, E-Pa-1253, E-0=1001, F-0a-687, H-0-1001, H-N=-1253, I-N=3247, J-M=34 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDLQ6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; endvertical left and right exposed;Lumber. DOLs1.60 plate grip DOL-1.33. 3) Provide adequatedrainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) WARNING: Required bearing size at joint(s) K, B greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1129 lb uplift at joint K and 1076 lb uplift at joint B. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 29-0-0. and 385,0Ib down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 9) 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 WI)the review or certification of the truss designer.' a o C\ CV LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate increases1,25clu Uniform Loads (plf) Vert: A-D--60.0, D-1--130,6, I-L--60,0, B-Km-43.5 >" Concentrated Loads (lb) Vert: D-.385.0 I=-385,0. _.y_. rl 1 Customer No: 11 045Customer Name: CENTEX.HOMFOZ-f'RLANDO Shop No:,...---- 4. Contractor/Job: 2509 EL.ARF -:: ,0. .:,Date Req ._.._._., Draw. No:53906901 H14 Job Truss Truss Type 53906901 CJ5 RO F TRUSS Universal Forest Products,inc., Burlington, NC 27215, J Uty I'ly Centex-Orlando/2509-A/jsl 6 1 Job Reference (optional) 0 s Feb 20 2003 MITE Industries, Inc. Wed Apr 9-3 8:33:45 2003 Page 1 - 1:11.1 1� 'xq _ ` 4-10-15 4-11{11 4710-15 0-0-12 LOADING (psf) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 CSI TC DEFL in (loc) I/dell PLATES GRIP GRIP TCDL 0.0 1 Lumber Increase 1.25 0:27 BC 0..10 Vert(LL) n/a Vert(TL) 0.05 - n/a TL3 A BCLL 0.0 BCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 >263 C n/a Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 171b LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-135/Mechanical, B-268/0-3-8, D-48/Mechanical Max Horz B-115(load case 5) Max UpliftC--116(load case 5), B=-77(load case 4) FORCES (lb) - First Load Case Only TOP CHORD. A-8=22, B-C-42 BOT CHORD B-D-0 NOTES (3)_ 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; 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 116 lb uplift at joint C and 77 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 designinformation 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. _OAD CASE(S) Standard Contractor/Job: 2509 s.t RF T, :O_. Shop No: 5_____ Customer..No: 11045 Cuustomer Name: CENDate'EX HOMESRLANDOReq 0 Draw .No:53.906901.CJ5., Job Truss Truss Type 53906901 CJ3 ROOF SS Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 Qty Ply Centex -Orlando, 6 1 rJob'Reference s Feb 20 2003 MiTek Industries, Inc, Ja-19-3 23 08:33:46 2003 Page 1 Scale - 1:7. i --3.4 — 2-10-15 2-11,11 _ U_U_14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.01 A >999 BOLL". 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/a BCDL . 10.0 Code. FBC2001 (Matrix) 1 st LC LL Min I/defl a NO . Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) Ce69/Mechanical, B=194/0-3-B, Da28/Mechanical Max Horz B-73(load case 5) . Max UpliftCm-66(load case 5),.B--84(load case 4) FORCES (lb) -First. Load Case Only TOP CHORD A-13=22, B-C-21 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; ha25ft; TCDLm6.Opsf; BCDL-6.Opsf; occupancy category.11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint.0 and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/ TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall.building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and.governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11 045Customer..Name:.CENTEX.HOMES ORLANDO Shop No, - Contractor/Job: 2509 iEL A: RF Date` Req j _ 003 Draw No:53906901 CJ3 Qty I Ply I Centex-Orlando/2509-Ajsk/4-19-3 53906901 CJ1` I ROOFCt I I I Job Reference (optional) ,Inc;, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed ADr 23 08 2003 Page Scale a 1:4.' 0-415 0-01- j 1 0-10-15 0-0-12 LOADING (psf) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 CSI TC DEFL in (loc) I/defl PLATES GRIP TCDL 10.0. Lumber Increase 1.25 0.06 BC 0.00 Vert(LL) n/a Vert(TL) 0.00 - n/a A >999 TL20 245/193 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 0 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0 11 11 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-133/0-3-8, E-9/Mechanical,.C-O/Mechanical Max Horz B-41(load case 4) Max UpliftB--102(load case 4),_C=-27(load case 5) Max GravBm133(load case 1), E-9(load case 1), Ca29(load case 4) FORCES' (lb) - First Load Case Only TOP CHORD A-B-21, B-C=-26, C-Dm-4 BOT CHORD B-E=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; 11a25ft; 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 102 lb uplift at joint B and 27 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 responsibilit yl 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 O a o\ C%J Q Customer No:.11045 Customer Name:.CENTEKHOMES - ORLANDO Shop No:� 'Contractor/Job: 25091EL.A,RF Date .Req 04 03 Draw No:5.3906901CJ1. 40-0-0 7-0-0 S.B. 7-0-0 S. I TV i� -� F c c HANGER LEGEND TYPE DESCRIPTION I I HUS 28 1 MEDIUM DUTY — ROOF 00, W 57oao 52 - zc €c»0% k" o ESN joop8-ZP 0._WZzZaOEM yy�� M ZW N\mW'm o FN 5 oeArt OUN2N8 �\ �I���WN10�3m N W o��NoE�,Wgm yl N_ z El � � NG0 W � m m Q 0 O � o LA, ) W 0 O Q� a J Q J cy W w � h O O \ h Q a o A x W. DRAWN BY: TDN CHECKED BY: DRAWING NUMBER 1310003 V-4" STRONGBACK DETAILS NAILS O TOP # VEBnCAL BLOCK SECURE w/(3}16d NAILS O EACH VERTICAL. LOCATE AS CLOSE TO BOTTOM CHORD AS POSSIBLE STRONGBACKS SPACED AT 10-0- (MAX) ARE REQUIRED TO MAINTAIN CERTAIN FIRE ASSEMBLIES. �STRONGBACKS ARE RECOMMENDED TO MINIMIZE VIBRATION. ., HELD BACK f 6 O w v D F I a N F- rxi� Da. a z v � [� d a aN N U W a D 0 Z O z Inm o00 XZ 06 N �JNp$ago W� 9i�`����=O1(1 Z J O W\mUJ`< J rr��8n WZY F-N ¢FN-Wm7�7� aiZ�oU�ONO Zocrg yZ 7 = Z 8 GZ< N N � WNm p }}pQQQ DNS SmSb$� Z� 7_ K LLJ 0 Q a Iv W J O a a O o 0 O (� V) �) U O 0 O 0 a O � N c:y O I ix ti � CC U � J v Z Z 2 `l1 O O V O N W AI N U Q- O DRAWN BY: TDN CHECKED BY: DRAWING NUMBER 1310001 3' bath duc- to roof cap w/fan 3' bath duct to roof cap w"ran dryer wall cap Lis scale �1/8'=1'0' • N � Must have a minlmum ctearonce of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insutatlon value. 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL n I 5 � � � P � f S l'S . >- n m Z Ul Fn :> LU w L1J o Q O V) m a U Q 06 x Ql) o LL Ln V i CLJ W x ry W If o CD CD a z W 0 �� Rating z o r �y 4. U) m E W J Q f _> m Z Q :D J O m0--1cn0� ::D Q fY F -. I (W: HE ❑NE BY WOOD -BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE -� & WOOD BUCK a STUCCO _J BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) d CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EOL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY .OTHERS CAULK BETWEEN B.W. WOOD BUCK & (BUCK WIDTH) MAS-Y. OPENING _ INSTALLATION ANCHOR BY OTHERS 3/16' DIA..TAPCON ONE .BY WOOD i BUCK BY OTHERS 1-1/4' MIN. c EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D. 1/4' MAX - RIGID VINYL (SEE NOTES) GLAZING BEAD (T.YPJ SHIM AS REO'D. I/4' MAX. GLASS (SEE NOTES). (TYP.)(SEE NOTES) FLANGE TYPE. 1-1/4' MIN. EMBEDMENT \ BY ETHERS STUCCO FLANGE TYPE WINDOW FRAME 4r WINDOW FRAME.. JAMB CAULK BETWEEN HEADER WINDOW FLANGE o PERIMETER & WOOD BUCK CAULK BY OTHERS _ GLASS. W.W. (TYP.) (SEE NOTES) (WINDOW WIDTH) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 1.. MAS'Y.. OPENING BY OTHERS SECTION B-B. FLANGE TYPE CONCRETE OR WINDOW FRAME MASONRY OPENING SILL BY OTHERS 1 a W.W. PRECAST SILL a Q Q A BY OTHERS A B C NOTES: SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX- ALLOWABLE E 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 B K VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H. E G EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE.. FOR. THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS. OF ASTM / E1300 GLASS CHARTS. 8). LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES. NOT. DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH ff8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN.. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 E LEVATI 0 N SERIES SINGLE RUNGS. 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. ME TAPCON LOCATION CHART LOCATIONS IN HEAD LOCATIONS IN JAMB CALL BUCK 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PSF SIZE SIZE -' 12 18 1/8 x 25 8 8 F.G F.G F.G F,G 13 18 1/8 X 37 3/8 B 8 8 F,G F.G 14 18 1/8 X 49 5/8 B B F.G F.G .: 145 18 1/8 X 55 1/4 8 B F.G F.G 15 18 1/8 x 62 6 B B F,G F.G,H 1 16 18 1/8 X 71 8 8 F,G F,G,J,K 17 18 1/8 x 83 8 F.G F.G 1H2 25 1/2 x 25 8 B F,G IH3 25 1/2 x 37 3/8 B 8 F,G F,G. H,I 1H4 25 1/2 X 49 5/8 B B F.G F,G,H.I 1H45 25 1/2 X 55 1/4 B B F.G F,G,HJ 5 25 1/2 x 62 B 8 F,G F•G. 1H6 25 1/2 X 71 B 8 F.G.J,K F,G.JK 1H7 25 1/2 X 83 B 30 1/2 x 26 29 1/2 X 25 B B F.G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 F,G F,G.H.t 30 1/2 x 50 5/8 29 1/2 X 49 5/8 6 6 F,G F,G.HJ 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B B F,G,H.1 30 1/2 x 63 29 1/2 X 62 e B B _G F.F F.G. 30 1/2 x 72 29 1/2 X 71 B F.G.H.1J.K F.G.H,l 30 1/2 x 84 29 1/2 X 83 B 22 36 X 25 BF,G 8 B F,G 23 36 x 37 3/a e B F,G F.G.H.L 24 36 X 49 5/8 8 B F,G F,G,H,1 245 36 X 55 1/4 B 6 F,F.G F,G,H,I 25 36 X 62 B B F,G.H,1 D.E,F,G,H.1 26 36X71 36 X 83 B B F.G,J.K F,G.H,I,J.K 27 42 x 26 41 X 25 B B 6 B F,G F,G,H,I 42 x 38 3/8 41 x 37 3/8 8 6 8 F G F.G,H,I 42 x 50 5/8 41 x 49 5/8 B F,, F,G,H,I 42 x 56 1/4 at X 55 e 8 F,G,H,1 D,E,F,G,H,1 42 x 63 al X 622 B 8 F,G.H•1 D•E,F•G.H•1 42 x 72 41 X 7t 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,I 48 x 38 3/8 47 x 37 3/8 8 A. A.0 F,G F,G.H.I 48 x 50 5/8 47 x 49 5/8 B A;C F,G,H.1 F.G,H,1 48 x 56 1/4 47 x 55 1/4 B A C F•G.H,I D.,E,F,G H.l 48 x 63 47 X 62 47 X B A,C F,G.H.i D,E,F.G.H,I 48 x 72 3 47 X 83 F.GJK DEFGHIJK 48 x 84 32 52 1/8 X 25 8 A.0 F,G F.G F,G F.G.H,1 33 52 1/8 X 37 3/8 B A C A.0 F,G,H,I F.G.H.I 34 52 1/8 X 49 5/8 B B A,C' F•G.H•1 D.EF.G.H.I 345 52 1/8 X 55 1/4 8 A C F,G,H.t D,E.F.G.H.1 35 52 1/8 x 62 8 A•C F G.H.1 D.E.F.G,H,I 36 52 1/8 x 71 52 1/8 X 83 1 8 1 A,C F.G.J.K D.E,F,G.J,K.J,K. 37 • 37 SIZE NOT AvAiLABLE IN 1000 OR 1500 SERIES. Rs INTERNATIONAL, INC FLORIDA EXTRUDE SANFORD, FLORIDA TITLE: INSTALLATION DETAIL I SGL. HUNG FLANGE WINDOWS - SERIES 1000 ,.150.0 & 2000 DRAWN BY: B B APPROVED BY: DATE: 1 0/ O 9/ O 1 SCALE: N T S DWG.: F L E X OO 16 E. 907 805-0365 FAx 407 805-0366 PREPARED BY: PRODUCT' do APPUCATI-Qii ENGINEERING. INC.: 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW. FLORIDA �32746 -PHON t CAULK BETWEEN SHEATHING WINDOW FIN & BY ❑THERS SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW STUCCO ----------------- BY ❑THERS PERIMETER CAULK BY ❑THERS WINDOW HEIGHT I 24' . O.C. MAx. (TYPJ SPACE (TYPJ - WINDOW HEIGHT �— NOTES: i GLAZING (TYPJ 1) SHIMAX. ALLOWABLAS D. AT EACH E SHIM STACKTOBE10 /4"NCHOR. (SEE NOTES) -- WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 2) 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1" INTO WOOD BUCK._ 4) USE SILICONIZED.ACRYLIC .CAULK BEHIND WINDOW FIN A (TYPJ AT HEAD, SILL & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL 6' MAX. (TYPJ AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FIN TYPE E�_EVATION 7) GLASS THICKNESS .MAY VARY PER THE REOUIREMENTS OF WINDOW FRAME ASTM E1300 GLASS CHARTS. PERIMETER SIIMARBLE SILL VIEWED FROM EXTERIOR 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 CAULK STOOL BY OTHERS AND 2000 SERIES SINGLE HUNG WINDOWS. BY OTHERS INSTALLATION ANCHOR TW❑ BY WOOD #8 WOOD SCREW BY OTHERS II- STUCCO BY ❑THERS INI FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD> FLORIDA REV DESCRIPTION DATE CAULK BETWEEN WINDOW SHEATHING ,FIN & SHEATHING BY OTHERS I"MIN. _ TITLE: INSTALLATION DETAIL W/#8 SCREWS - EMBEDMENT ~' _ 1009, 1500, & 2000 SINGLE HUNG FIN WINDOW SERIES SECTION A -A z. �. BY BB DRAWN � APPROVED BY: R _ 3 - DATE: 12/ 13/01 SCALE: N. T. S. DWG.:FLEX0026 SHT I ❑F 2 -PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PKWY.,.SUITE 250, HEATHROW, FLORIDA 32746 PHONE a0T 805-0365 fax 407 805-0366 B B. EQUALLY ANCHORS L " MqX -� INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH.JAMB CALL WINDOW UP TO 70 PSF UP TO SIZE SIZE 2024 1 23 1/2 x 27 1/2 2 2 2 2030 23 1/2 X 35 1/2 2 3 2038 23 1/2 x 43 1/2 2 3 2040 23 1/2 X 47.1/2 2 3 2044 23 1/2 X 51 1/2 2 3 2050 23 1/2 X 59 1/2 2 2060 23 1/2 X 71 1/2 2 4 2070 23 1/2 X 83 1/2 - 2 4 2424 27 1/2 X 27 1/2 2 2430 27 1/2 X 35 1/2 2 2. 2438 27 1/2 X 43 1/2 2 3 2440 27 1/2 x 47 1/2 2 3 2444 27 1/2 X 51 1/2 2 3 3 2450 27-1/2 X 59 1/2 2 2460 27 1/2 X 71 .1/2 2 4 2470 27 1/2 x 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2830 31 1/2 X 35 1/2 2 2 2838 31 1/2 x 43 1/2 2 3 2840 31 1/2 X 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 3 2850 31 1/2 X 59 1/2 2 3 2860 31 1/2 X 71 1/2 2 4 2870 31 1/2 X 83 1/2 2 4 3024 35 1/2 X 27 1/2 2 3030 35 1/2 X 35 1/2 2 2 3038 35 1/2 x 43 1/2 2 3 3040 35 1/2 X 47 1/2 2 3 3044 35 1/2 X 51 1/2 2 3 3050 35 1/2 X 59 1/2 2 3 3060 35 1/2 x 71 1/2 2 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 X 27 1/2 3 3430 39 1/2 X 35 1/2 3 2 3438 39 1/2 X 43 1/2 3 3 3440 39 1/2 x 47 1/2 3 3 3444 39 1/2 X 51 1/2 3: 3 3450 39 1/2 X 59 1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 X 83 1/2 3 4 3824 43 1/2 X 27 1/2 3 2 3830 1/2 x 35 1/2 3 2 3838 .43 43 1/2 X 43 1/2 3 3 3840 43 1/2 X 47 1/2 3 3 3844 43 1/2 x 51 1/2 3 3 3850 43 1/2 X 59. 1/2 3 3 3860 43 1/2 X 71 .1/2 3 4 3870 43 1/2 x 83 1/2 3 4 4024 47 1/2 X 27 1 2 3 2 4030 47 1/2 X 35 1/2 3 2 4038 47 1/2 X 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 X 71 1/2. 3 4 4070 47 1/2 x 83 1/2 1 3 4 INSTALLATION ANCHOR CHART, QUANTITY IN QUANTITY IN CALL WINDOW HEAD, & SILL EACH .JAMB UP 'TO 70 PSF UP TO 70 PSF SIZE SIZE 12 18 1/8 X 25 2 2 3 13 18 1/8 X 37 3/8 2 14'-/1 18 1/8 X 49 5/8 2 3 3 1-45 -.tt 18 1/8 X 55 1/4 2 15 18 1/8 X 62 2 4 16 18 1/8 x 71 2 4 . 17 18 1/8 x 83 2 4 1H2 25 1/2 X 25 2 2 3 iH3 25 1/2 X .37 3/8 2 1H4 25 1/2 x 49 5/8 2 3 3 1H45 25 1/2 X 55 1/4 2 1H5 25 1/2 x 62 2 4 iH6 25 1/2 X 71 2 4 1H7 25 1/2 X 83 2 4 30 1/2 x 26 29 1/2 X 25 2 3 30 1/2 x 38 3/8 29 1/2 X 37 3/8 .2 3 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 4 36 1/2 x 63 29 1/2 x 62 2 4 30 1/2 x 72 29 1/2 X 71 2 4 30 1/2 x 84 29 1/2 X 83 2 2 36 X 25 3 23 36 x 37 3/8 2 3 24 36 X 49 5/8 2 3 245 36 x 55 1/4 2 4 25. 36 X 62 2 26 36 X 71 2 4 27 36 X 83 2 4 42 x 26 41 X 25 3 3 42 x 38 3/8 41 x 37 3/8 3 3 42 x 50 5/8 41 x 49 5/8 3 3 42 x 56 1/4 41 x 55 1/4 3 4 42 x 63 41 X 62 3 4 42 x 72 41 X 71 3 4 42 x 84 41 X 83 3 48 x 26 47 X 25 3 3 48 x 38 3/8 47 x 37 3/8 3 3 48 x 50 5/8 47 x 49 5/8 3 3 48 x 56 1/4 47 X 55 1/4 3 - 4 48 x 63 47 x 62 .3 4 48 x 72 47 X 71 3. 4 48 x 4 47 X 83 2 32 52 1/8 X 25 3 3 33 52 1/8 X 37 3/8 3 3 34 52 1/8 X 49 5/8 3 345 52 1/8 x 55 1/4 3 3 35 52 1/8 X 62 3 4 36 52 1/8 x 71 3 4 4 37 52 1/8 X 83 3 _ X C X 1/. *000 So. Ml i 1, 1 TUBE Mu'L__IUN tLta f j `/ 1 i > TAPPING SMS `Z. HULLHIN TAPPING SMS SECTION l i C //16 X I!L TUBE IMULL1UV T YPJ 1.1 jAME (T°: ) Jim . 1a?c, 5.tj. JAMB (T W) 06 x 1/2 SELF TAPPING SMS i SEALANT EETWEE`r WINDOW FLANGES & MULLION �- 48 X 1-112 SELF TAPPING SMS TUBE MULLION X 8 X 3/8 . TUB_ MULL 10N X 1/2 SELF \ x SEA_A' T a_ 1 w___— •Y� D ` � �'4 - AN. H JJ - `--58. X 1-1._/2 L - -• k• 'ii� TAPPING SMS SECTION H`1 1 G i. n / TUBEr 'MULLION JAMB (TYPO 11 1 � i .1 i X 1/2 - 1 1 fTAPPING SMS loco S.K JAMB \ 'YPQ 1 #6 X 1/ r SELF TAPPING SMS 4 ONE By WOOD—. SUCK L; EK _ j �. BY TH RS i 1/4' MIN: 4 0 ET '� � a E''!BEi"MENi'! Q #8 X +/2 S=: TAPPING SMS � �SLALANT BET-W _EN #� X --?/2 S�L� SEALANT PETWEFN TAPPING SMS S WINDOW FLANGES WiN L'd FL. 4 T FLANGES Y MULLION 3 MULLION rr..-i \1 r /�� �. at T- 1 / 2 S E L _ ------ - i 1 1 ANCHOR 3/16 _'-A. —_ EXTERNAL. MULLION CLIP i i r',C.F�L 1�.1L�Iti!�i :1 ti.JV.,Kti•.`_ y. HEAD j iA.�NL !tC ? � C'i=.�iLi � .�'� ;ILL 'i�i !-1 -`-itt i L„ X =., ; Ue.E �r ULLivi %c 'nc i:J�VJ r—INSTALLATION' i ATION' AINCNUR . .; j i I 1 3110 PIA TAP SON S3RE1sJ ANCHOR CTY P.) ! r- SILL CLIP. 1 1 /4' Q EMBEDMENT. �-- PRECAST r� T SILL ,; . L' f-!ERS € AF?ING SMS G -\ ^i !r!' A!(Y Pi T J-t, 1 I`•JiV 00 14 1 ' .—_`� 4L1J:TTL?\lAL e^-.nifF1'�!iiS; 1,i!=='a ?_QUI��ED) - -_ X 3 X 3/6 1 i TUBE MULLION 1°0° tIr- _—Mot �t2 SELF �, � o"" - j � [yam t\7`y�►/ e i l /� i. � � ,1, 1 J �J I ! ' _ ' � . i E 'Y i.,TIO1' .�-. i ; tl #e X 1/2 SELF MEWED FROM EXI t=.,MOR � lmmml:�r TAPPING SMS �� __ _ INTERNATIONAL INC �L SEALANT B_T W EEN ` SEALANT EET WE E`'I WINDOW FLANGES � V - WINDIO FLANGES \_ LLLL_ON r± 6 'i_I TL1V L._ #8 X —i/C SELF. ,>__ #8 X 1-1/! SELF : TA 1P? `G SMS TAPPING SMS TLORIDA EXTRUDERS - SANFORD, FLORIDA ;TITLE: JCK. i vC G'r' i `' �l r L-'�;�:I�� SFA LCT F C vL '_ 4U_`_DN SECT 1 ES 7 IN PRESSURE CAPACITIES. DRAWN BY: 11 S H APPROVED BY: lnATF-P ' i 1. SCALE: N T Y DWG.: ` V.'1 F 1_r RTICAL DESIGN PRESSURE CAPACITIES - SERIES 1000 & 1500 FLANGE v CAPACITY CAPACITY I CAPACITY CAPACITY CAPACITY ;CAPACITY i CAPACITY CAPACITY i CAPACITY . CAPACITY CAPACITY CAPACITY 1 CAPACITY 1 X4X3/8 2X4X3 8 WINDOW WINDOW 1 XZX 1 8 1 X2X1 /8 1 X2X3/8 ' 1 X2X3/8 1 x2 7/16x1 /81 x2 7/16x 1 /81 x2 7/t 5x3/8i1 x2 7/t 6x3/a 1 X4X 1 /8 1 X4X 1 /8 1 X4X3/8 / CALL TIP -TO -TIP. ;TUBE MULL :TUBE MULL I TUBE MULL ;TUBE MULL TUBE MULL ;TUBE MULL ;TUBE MULL ;TUBE MULL ;TUBE MULL TUBE MULL ;TUBE MULL ;TUBE MULL; TUBE MULL SIZE SIZE 2 ANCHORS 4 ANCHORS ` 2 ANCHORS 4 ANCHORS 1 2 ANCHORS ; 4 ANCHORS 2 ANCHORS i 4 ANCHORS SECTNAHA(5) ;SECTNA A(5) !SECTNA A(6) SECTNA A(6) SECTNA AR7 _ 'SECT A -A 1 i SECT. A�� SECT. A-A(2 SECT A-A(2) SECT. A-A(3) SECT_A-A(3Z SECT. A-A(4) SECT. A-A(4) i _ ---- - i T 11187.72 11187.72 12 1 19 1 /8 X_ 26 336.52 732.42 ' 336.52 692.83 336.52 i 732_42 336.52 ; 732.42 791.81 , 1187.72 = 791.81 , -! 209.72 456.46 ` 493.47 74�0.20 493.47 ' 740.20 740.20 13 19 1 8 X 38 3 8 209.72 1317.66 209.72 429.55 ': 209.72 _L456.46`- ; _ _ -�� - --�- -- -14 9 18 X 50 5 8` 131.23 131.23 - 1_52.75 77.46 _ 152.75 193.92 - 1 152.75 - ° 271.83 ± 359.41 539.12 359.41 - 1 539.12 539.12 ^---- ' 127.29 135.81 139.09 - 135.81 127.29 319.55 1479.33 ' 479.33 145 119 1 /8 X 56 1 /4; 94.13 94.1 194.97 319.55 j 460.17 _ • - i 423.03 423.03 15 19 1 /8 X_63 _ 65.97 . 65.97 i 89.21 89.21 -_ 97_48 97.48 - _ !_1 19.85 136.64- _282.02 ` ; 423.03 282.Q2 - _ _ "-_-- _ -'-_ 8 X 72 43.49 43.49 58.81 ; 58.81 r64.27 ! 64.27 190.09 90.09 : 212.62 ; 212.62 296.98 ; 296.98365.75 16 19 1 /V - -------------- ------ j -_-- _ ___ - � - X 84 ! 26.96 ! 26.96 ; 36.45 136.45 ~ 39.83 39.83 5.84 +55.84` _ 131 .79 _J` 131.79- i 84.08 184.08294.03_ 7 19 1 /8 . 2 6 ------ - ; _ 1927.78 2 I 26 1 2 X 26 262.87 Fl�_ / 2 - i572.13 ;262.87 ! .541.20Z62.87 572.13 1 ! 262.87572.13 1 157.93 T? 343.74 �618.52927.78618.52H 371.61 557.41 -r- 371.61 1927.78 557.41 i 557.41 1 H3 6 1 /2 X 38 3/& 157.93 1 239.21 --I- 1157.93 323.48 _ ; 157.93 343.74 ! 143.71 T- 1 13.20 - I 201.45 - 1266.35 I ; 399.53 -_ 266.35 .=, 399.53 399.53 1 H4 6 1 /2 X 50 5/8' 97.25 ---- - ' 97.25 - 113.20 T ^--`-- 1 131.51 ' 1 13.20 - 10 0 17 ; i 102.59. ; 100.17 143.81 235.70 ~ _ 339.42 1235.70 353.55 ; 353.55 1 H45 �6 1 /2 X 56 1 /4 69.43 _� 1 69.43 _j 93.89 93.89 ' 71.58 _ 7 $8`01 i t 00.34 207.10 236.83 207.10 { 310.65 _ ' 310.65 1 H5 1 26 1 /2 X 63 48:44 _- 48_44 ---�42.99 65.51 , , 65.51 I42.99 ; 46.98 46.98 165.86 j '.65_86 ! 155.44 155.44 217.11 I217.11 ` 1267.38- 1H6 26 1 Z X 72 31.79 / _ 1 -` ,31.79 26.53 26.53 28.99 1 28.99 1 40.64 1 40.64 195.93 95.93 i 133.99 -' 133_99 - - 214.02 1 H 7 26 1 2 X 84 19.62 / _- 19.62 - =-t --- -r----- 1471.75 216.75 1471.75 1510 1765 1 510 765 6 1765 22 37 X 26 ! 216.75 i 471.75 -_F 216.75 - 471.75 _-1216.75 122.22 - -_ ; 2 0 1 12�2.22 266.00 i 287.57 i 431.36 1 287.57 f 431.36 431.36 _ 23 - - 38 3 8 ; 122.22 37 X / 1 185.12 122.22 - 85.36 250.32 1 99.17 1 85.36 _._ r108.37 F 85.36 151.91 1200.86 - 301.29 200.86 301.29 301.29_ - 24 1 7 X 50 5 8 + 73.34 - ----- -- ---- 51 73.34 - i 51 _ ! 70.28 ; 70.28 i : 74,98 1 76.79 , 74.98 107.65 1176.43 ----�- 254.07 1176.43 -- j 264.64264.64 _- 245 ,37 X 56 1 /4 .97 .97 --_ ' 36.01 - ` 48.70 `: 48.70 ; - 53,21 i 53.21 1 65.43 -- 74.59 - 153.96 --'-- . 176.06 153.96 `- 1230.94 _ _230.94 25 37 X 63 _ 36.01 ---�-- - 31.74 `i 31.74 j 34.69 --- -- j 34.69 48.62 ' 48.62 114.76 - 1 14.76 1 131.61-- 160.30 1197.41 _ 26 1 37 X 72 123.47 I23.47 119.46 ' 19.46 1 21.26 1216: ► 29.81 -- ; 29.81 i 70.36 i 70.36 98.27 98.27 _ 1 156.97 27 ( 37 X 84 114.39 �- i 14.39 1417.04 --+�-- - 1191 .61 -' `--- i 394�49 _�191.61 - ------'�- 417.04-` 1 191.61 ,r !_ aJ 7.Q4 - . ` 450.85 _ ; 676.28 1 - i 450.85 ' 676.28 1 676.28 32 53 1 /8 X 26 191.61 98.38 201.51 98.38 ; 214.14 ; ��.38 •. ,� ;` 2�44 14 : 231.50 ; 347.25 J 1231.50 1347.25 347.25 33__3 1 /8 X_ 38 3/8 98.38 14 I -- '- I - 176.04 65.45 `- 83.09 - - - _ .. ; 65.'45 1 1.6.d7 ` '1 :1._.`l4.OQ - 1231.01-_'54.00 - 1231.01 - 231.01 - 34 3 1 S X 50 5/81 56.Z3 _ / - 56.23 -^ 65.45 `;; . _ 158.10 156.73� :' --' 81 .44 ,- 133.48 ; 192.22 133.48 �200.23 2 00.23 3453 - .32 1 /8 X 56 114. 39 ! 39.32 53.17 53 17 i 56.73 1 39.78 39.78 - ; 48.91 155.T6 = ± 1<i1131.60I -., j 5.08 I! 1 1 ---5.0 1 172.63 i . ' 172.63 35 1 53_ 1 /8 X 63 ;_26.92 _- ------1--- 126.92 I 36.40 - , 36,4Q - ,--------+ ----- 25.62 -�- 25.fi2 35.92 _ _ `35.92 - , ..____..-- 84.77 --- f s4.77 97.2i 1118.41 1145.82 36 ` 53 1 8 X 72 17.34 I / _ t 17.34 _ 1 23.45 23�45 1 i 21.77 1 51.39 , 51.39 71.78 171.78 1120.81 37 1 53 1 /8 X 84 1 Q.51 -iL10.51 14.21 F 14.21 15.53 115.53 -�21.77 ; SERIES 1000 & i 500 FLANGE VERTICAL _ r ~" INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA .MULLION DESIGN PRESSURE CAPACITIES % TITLE: �� � : ���Y =�:� :' u. A. SHEET 2 O F 2 ,'z` R� J� L ��i.� ' I . ! JUL i li J0 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON y��rcT DRAWN BY kip APPROVED BY: FASTENERS REQUIRED AT EACH END. B) DE SIGN PRESSURES GIVEN ARE FOR 1.5 X - DATE:) i % { _.`ter SCALE: ± 'Lt`' _ DWG.: 1 tit�7 L r 1000 S.H. JAMB (TYP.) 1000 S.H. JAMB (TYP.) 1 X 2 X 1/8 1000 S.H. i X 2 X 3/8 TUBE MULLION JAMB (TYP.)� ` TUBE MULLION 1 TWO BY WOOD _ BUCK BY OTHERS . DETAIL C w swwf� \ 2 X 4 X 3/8 SHEATHING SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION INSTALLATION ANCHOR #8 WOOD WINDOW FRAME WINDOW FRAME SCREW (TYP.) & MULLION & MULLI❑N EXTERNAL MULLION #8 X 1-1/2 SELF #8 X 1-1/2 SELF r INSTALLATION CLIP TAPPING SMS TAPPING SMS MULLI❑N SECTION A -A (1) SECTION A —A (2) 1000 S.H. APPLIES TO HEAD & SILL WHERE 1 X 4" 1 X 2 7/16 X 1/8 TUBE MULLION 1000 .S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) & 2" X 4" _TUBE MULLIONS ARE USED JAMB (TYP.) TUBE MULLION APPLIES TO HEAD & SILL WHERE 1 " X 2" & 1 X 2 7/16 TUBE. MULLIONS ARE USED #8 X 1/2 SELF INSTALLATION ANCHOR #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS TAPPING SMS DETAIL B (T WOOD SCREW (TYP.) SILL CLIP ------------ SEALANT BETWEEN SEALANT BETWEEN #8 X 1-1/2 SELF WINDOW FLANGES 1 1/8' MIN. SEALANT BETWEEN WINDOW FRAME WINDOW FRAME TAPPING SMS & MULLION EMBEDMENT & MULLION & MULLION SECTION A —A (7) SHEATHING #8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS DETAIL C V00II FRAMING SECTION A —A (3) SECTION A —A (4i AUXILIARY PLATE 1 X 4 X 1/8 1 X 4 X 3/8 �e,�� (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TUBE MULLION TUBE MULLION Q �fo-L i k VWO� r x U � A A 1000 S.H. �RIhR � � ,}� JAMB (TYP.) A �� 17 #8 X 1/2 SELF TAPPING SMS j SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A —A_ (5) #8 X 1/2 SELF TAPPING SMS L _ SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A —A (6� #8 SELF TAPPING SMS (TYP.) �� . DETAIL B MULLION ELEVATION VIEWED FROM .EXTERIOR 1, 2002 FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TITLE: SER. 1000/ 1 S00 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE C SHEET 2 OF. 2> -FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S H APPROVED BY: DATE: 2/ 6/ 0 2 scALE: N T S DWG.: 1 V M F I N SERIES 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES WINDOW CALL SIZE WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X 1 /8 TUBE MULL 2 ANCHORS SECT. A -A :1 CAPACITY 1 X2X 1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 CAPACITY 1 X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 CAPACITY C 7/t sx1 /8 TUBE MULL 2 ANCHORS SECT. A -A 3 CAPACITY . 1 X2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 CAPACITY 1 X2 7/16X3/8 TUBE MULL 2 ANCHORS SECT. A -A 4 CAPACITY X2 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITY 1 X4X1 /8 " . TUBE MULL 4 ANCHORS SECf},.A-A 5 ,.. CAPACITY 1 X4X 1 /8 TUBE MULL =6 ANCHORS SECT. A-A(5) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A-A(6) CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6,ANCHORS :SECT. A-A(7) 201.83 125.78 91.61 81.45 71.88 - 62.15 52.64 403.67 - - 251.57 .: _ 183.23 162.91 135.52 89.35 55.38 403.67 251.57.. - 183.23 162.91 143.77 124.30 105.29 60.6.50 377:36_ 274.84 244.36 215.66 186.46 128.92 403.67 251.57 183.23 162.91 143.77 124.30 105.29 605.50 377 36 274.84 - 244.36 215.66 186.46 157.94 605.50 377.36 274.84 244.36 215.66 186.46 157.94 403.67 251.57 183.23 . 136.55 95.70 63.09 39.1 1 12 18 1 /8 X 25 18 1 /8 X 37 3/ 18 1 /8 X 49 5/8 18 1 /8 X 55 1/4 18 1 /8 X 62 18 1 /8 X 71 18 1 /8 X 83 201.83 125.78 91.61 81.45 65.16 42.96 26.63 403.67 251.57 129..63 92.98 65.16 42.96 26.63 201.83 125.78 91.61 81.45 71.88 59.13 ` 36.65 403.67 251.57 178.41 127.97 89.68 59.13 36.65 201.83 125:78 91.61 81.45 .71.88 62.15 39.11 13 14 145 15 - 16 17 157.66 94.72 67.89 315.32 189.44 1.35.79 315.32 189.44 135.79 472.98 284.17 203.68 315.32 189.44 135.79 472.98 284.17 ` - 203.68 472.98 284.17 203.68 1 H2 25 1 /2 X 25 25 1 /2 X 37 3/8 5 1/2 X 49 5/ 157.66 94.72 67.89 315.32 189.44 96.07 157.66 94.72 67.89 315.32 189.44 132.22 157.66 94.72 67. 315.32 189.44 135:79 1 H3 1H4 68.58 47.85 31.40 19.38 60.08 52.79 43.22 26.67 94.39 65.86 43.22 - 26.67 6008' 52:7.9 -45:43 28.46 100.72 70.28 46.12.:: _: 28.46 60.08 52.79 45.43 38.32 120.16 99.52 65.32 40.31 120.16 105":5$ 90.87 7664 180.24 :158.37 136.31 93.84 120.16 105.58 90.87 76.64 180.24:!. 158.37 . = 136.31 1 T4.96 " 180.24 i 59:37 136.:31 # 14.96 1 H45 25 1 /2 X 55 1/4 25 1 /2 X 62 25 1 /2 X 71 25 1 /2 X 83 60.08 47.85 31.40 19.38 1 H5 1 H6 1 H7 130 260 260 390 260 390 390- 22 36 X 25 130 260 130 260 130 260 23 6 X 37 3/8 73.30 146.60 73.30 146.60 73.30 146.60 73.30 146.60 146.60 219.91 146.60 219.91 219.91 24 36 X 49 5/8 51.20 72.44 51.20 99.71 51.20 102.40 51.20 102.40 102.40 153.60 102.40 153.60 153.60 245 36 X 55 1 /4 44.97 51.33 44.97 70.65 44.97 75.39 44.97 89.94 89.94 134.91 89.94 134.91 134.91 25 36 X 62 35.57 35.57 39.24 48.96 39.24 52.24 39.24 73.98 78.49 117.73 78.49 117.73 117.73 26 36 X 71 23.19 23.19 31.91 31 M 33.54 34.05 33.54 48.22 67.09 100.64 67.09 100.64 100.64 27 36 X 83 14.21 14.21 19.56 19.56 20.88 20.88 29.56` - 29.5.6 56.21 68.83 56.21 84.32 84.32 2Z9.84 4 229.84 344.77 229.84 344.77 344.77 32 52 1/8. X 25 114.92 229.84 114.92 229.84 114.92 229.84 114.9Z - 33 52 1 /8 X 37 3/8 59.01 118.02 59.01 118.02 59.01 118.02 59.01 118.02 1 t8.02 177.03 118.02 177.03 177.03 34 2 1 /8 X 49 5/ 39.25 55.54 39.25 76.45 39.25 78.51 39.25 y{ 78.51 78.51 117.76 78.51 117.76 117.76 345 52 1 /8 X 55 1/4 34.02 38.84 34.02 53.45 34.02. 57.04 34.02 68.05 68.05 102.07 68.05 102.07 102.07 35 52 1 /8 X 62 26.59 26.59 29.33 36.60 29.33 39.05 29.33 55.30 -58.67 88.00 58.67 88.00 88.00 36 52 1 /8 X 71 17.13 17.13 23.57 23.57 24.78 25.15 24.78 35.62 149.56 74.34 49.56 174.34 74.34 37 52 1 /8 X 83 10.38 10.38 14.29 14.29 15.25 15 25 =� 20.53 21.59 41.06 50.27 41.06. 61.59. 61.59 r SERIES 1000 & 1500 FIN VERTICAL ; -�INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES SHEET. 2 OF 2 - TIIU: DESIGN PRESSURE CAPACITIES F I N NOTE: A) NUMBER OF ANCHORS NOTED FOR #8 SCREW 2C�C2 ::- ' " VERTICAL MULLIONS - SER. 1000 & 1500 f. FASTENERS REQUIRED AT EACH END. DRAWN BY: JBH APPROVED_ BY: Rl nFSIGN PRFS�iIRFS GIVEN ARE FOR 1.5 X /nc ins QtnATL,_ r� u 1 r.mn . 1 \/MC T �I Dr. .r • SHIM AS RE'Q'D SHEATHING - (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE & SHEATHING STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS "._ky 1 p= uDERS T� i• �J�u.i�.J� •� its � � - SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHOR '�— DOOR WIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR IN IN SCREW. TWO BY WOOD u8 SCREW 1-1/8 MIN. BY OTHERS EMBEDMENT TWO BY WOOD - EMBEDMENT OTHERS TWO BY WOOD SLIDING GLASS BY OTHERS DOOR FRAME _ CAULK BETWEEN JAMB HOOK STRIP & SHEATHING SLIDING GLASS DOgR HOOK STRIP SHIM AS REO'D. 1/4• MAX. : (SEE NOTES) ' SHIM SPACE 77 INSTALLATION ANCHOR 1-1/8' MIN. 1-1/8' MIN. #8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS TE P.i CAULK BETWEEN DOOR FLANGE & SHEATHING SLIDING GLASS — DOOR FRAME HEAD 7SHEATHSPERIMETER SHEATHING CAULK BY BY ❑THERSTEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.) DING GLASS (TYP.) OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK DOOR HEIGHT SECTION B—B HOOK STRIP DETAIL A� NOTES: 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 I-1/4' INTO MASONRY OR CONCRETE. - - - 3) "INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. - - / 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. / 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. / 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT / LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING. B B PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. - I> 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. t!). `SHIM AS REQ'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE i/4'- 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS - A 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED. CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. - la) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION EMBEDMENT EXTERIOR E L E V A T & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 4 1-1/ 4' MIN. CONFIGURATIONS. 2 PANEL DOOR SHOWN IS) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO n 2000 SERIES AND 500 SERIES. Q n REV DESCRIPTION DATE IN I EXTRUDERS LIBERALLY APPLY FL ❑ RID A INT, INC. SANFORD FL. ` CAULKING.UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS SECTION A -A c i DRAWN BY: BB APPROVED BY: - I 1 �002 ATE: 12/17/0j SCALE: NTS DWG #FLEX0027 SHT I OF PREPARED BY- PRODUCT L APPLICATION ENGENEERING. INC.. 250 INTERNATIONAL PKVY., SUITE 250, HEATHROV, FLORIDA, 32746, 407-805-0765 FAX 407-805-0366 #8 SCREW INSTALLATION ANCHOR CHART N❑MINAL DOOR QUANTITIES IN HEAD & SILLF405 UANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOER 61 PSF TO SIZE AND SIZE UP TO 46 PSF TO 61 PSF TOP T❑ 46 PSF T❑ 61 PSF TO UP TO 46 PSF TD CONFIGURATION 45 PSF 60 PSF 70 PSF PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX,. OX, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 xx, ❑x, XO 60. X 80 6 6 6 8 8 8 4 4 4 6068 XX, OX, XO 72 X 80 8 8 8 8 8 8 4 4 4 8068 XX, Ox, xO 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, ❑X XO 120 X 80 12 12 12 10 10 10 5 5 5. 5080 XX, ❑X, XO 60 X 96 6 6. 6 1.0 10 5 5 5 6080 XX, OX, XO 72. X 96: 8 8 10 8 10 10 10 .10 5 5 5. 8060 XX, 10080 XX ❑x, x❑ OX XO 96 X 96 120 X 96 10 12 12 12 10 10 _10 5, 5 5 50100 XX, ❑X, X❑ 60 X 120 6 6 6 12 12 12 12 12 12 6' 6 6 6 6 7 60100 XX, ❑X, X❑ 72 X 120 8 412068 8 8 12 12 12 6 7 8 80100 XX Ox X❑ 96 X 120 0 0 0 8 8 8 4 4 4 9068 ❑XO 109 1/8 x 80 12- 12 12 8 8 4 4 4 OXO 145 1/8 X 80. -14, 14 14 8 8 8 4 4 4 15068 OXO 18I 1/8 X 80 16: 16 16 8 10 10 5 5 5 9080 OX❑ 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 10 5. 5 5 15080 OXO 181 1/8 k. 96 16 16 16 12 12 5 7 8 90100 ❑x0 109 1/8 x r20 12 12 12 .12 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 14 ' 14 12 8 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 4 4 .4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 8 10 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 10 5. 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 5 15080 XXX 178 5/8 X 96 16 16 16 10 12 6 7 8 90100 XXX 106 5/8 X 120_ 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8. X 120 14 4 14 12 12 8 4 4 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 4 4 12068 ❑XXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80 18 l8 18 8 8 8 4 10080 ❑XX❑ 11 / X 12 12 12. 1 10 1 10. 1 1.0 5 5 5 12080 ❑XX❑ 143 5/8 X 96 14 14 14 10 5 5 5 16080 ❑XX❑ 191 5/8 X 96 18 18 18 10 10 6 7 8 100100 Oxxo 119 5/8 X 120 12 12 12 12 12 12 7 8 120100 ❑XX❑ 143 5/8 X 120 14 14 14. 12 12 _ 12 6 6 7 8 160100 ❑XX❑ 191 5/8 X 120 18 18 19 12 12 12 4 4 10068 XXXX 11 1/4 X 12 12 12 8 4 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 10 5 5 5 10080 XXXX 117 1/4 X 96 12 12 12 10 10 5 5 5 12080 XXXX 141- 1/4 X 96 14 14 14 10 10 10 10 5 5 5 1.6080 XXX-X 189 1/4 X 96 16 16 16 10 10 5 7 8 -i00100 XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 7 - 160100 XXXX 189 1/4 X 120 16 16 I9 12 I2 12 i FLORIDA EXTRUDERS INT. IN. SANFORD, 'FL. FTITI-ETlT, :SLIDING GLASS DOOR INSTALLATI❑N WITH #8 SCREWS ANCHOR NOTES - ENGINEER: _ DRw BB DATE, 12/21/01 1> FOR MASONRY ❑PENING W/TW❑ BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE:CIVIL sc"`E N.T.S. °"G No- FLEX0027 .. �. L. ND 4 7182- - REV. LETTER: EET 2 OF 2 - F REG RE SH DESIGN PARAMETERS BASIC WIND SPEED = 90 M.P.N. (FASTEST MILE) 110 M.P.N. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATE60RY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT ± 0.18 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -18 PSF - ROOFS = +20 , -20 PSF (-30 PSF AT OVERHANGS) 1'"L/`i1V. LJV� VANGUARD/ FOX & JACOB ORLANDO DIVISION GENERAL NOTES SHEET INDEX I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS SHEET NO. SHEET NAME IN THE PLANS BEFORE BEGINNING WORK. 2. ON-51TE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL C - COVER SHEET BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER Al - FOUNDATION PLAN & DETAILS, QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. WALL SECTIONS 3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, A2 - FOUNDATION DETAILS, CONT. - COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. A1.1 - FLOOR PLANS 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND A3 - EXTERIOR ELEVATIONS PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE A4 - ELECTRICAL/HVAC PLAN, INTER. OF WORK. ELEVATIONS, PLUMBING RISER DIAG., 5. ALL 34"X22" AND 56"X24" PLAN5 ARE DRAWN TO SCALE 1/4" = 1'-0", ELECTRICAL RISER DIAL. EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0". ALL I7XI1 PLANS ARE DRAWN TO THE SCALE A5 - LINTEL DIAGRAM & TABLES 1/5" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO I/16" = 1'-0". A6 - FLOOR & ROOF TRUSS LAYOUTS ENGINEERED BY VANGARD & R I?IC11NE FOX & JACOBS ENGINEERING HOMES (407) 774-9003 FAX: (407) 774-8477 . P.O. BOX 161613 ALTAMONTE SPRINGS. FL 32716 7HOMAS J. ANDERSON PEj 47819 BY + E N T E X (NOTE: SHEET A6-A.1-'A' GABLE DETAILS) A6.1 - STRAPPING SCHEDULE Si - GENERAL NOTES & DETAILS S2 - CHIMNEY, STAIR, & REPAIR DETAILS S2.1 - STRUCTURAL STAIR DETAIL S3 - OPT. CVD. PORCH DETAILS, OPT. STAIR RAIL DETAILS JUN i �ESb �a desWod >�rd drawn by dm design created by aww date: 01,Y2-01 sheet C a FI5ERGLA55 SHINGLES OVER 15• FELT OVER 1/16. OSB OR V2" COx WOOD TRUSSES STRAPPED AS SHOM ON TRUSS LAYOUT R-� PT- 1X2 OVER U(8 CDR OVER 2X6 SUBFASCIA tLv CONT. ALtkt I \ VENTED SOFFIT R-19 INSTIL— V2' DRYWALL DBL 2X8 HEADER FOR 4'-6" MAX. OPENING, 1/2" DR7WALL- DOUBLE 2X- TOP PLATE DBL 2X10 HEADER FOR 5'-9" MAX OPENING UNO. DOUBLE 2X MOW WIT TOP PLATE — 2X WOOD STUDS a 16" OTC. W/ R-U IMSUL. T/6• STUCCO ON MTL LATH 2X4 BOTTOM PLATE OVER OVER 15• FELT OVER T/I6. OSJ3. OR V2' CDX 3/4" T 4 G PLYWOOD — 2X BOTTOM PLATE ON 3/4" T4G PLYWOOD W" DRYWALL OVER IX2 FURRING OVER R-5 INSIL. WINDOW UNIT 3-W" CONC. 61 AR UMDER-ESH OVER OVER 6 MIL VAPOR BARRIER OVER TREATED, COMPACTED FILL — 3 • 5 BARS 20• I, 2X4 CCNT. BAND BOARD FLOOR TRUSS STRAPPED AS SHOWN ON TRUSS LAYOUT OR DTL 'I F"$HT. "D5' OR ALT. 2-STORY ATTACH I-IrNT DTL SWOU.N 1/2" DRYWALL—k' LINTEL BLOCK WA • 5 BAR 2X P.T. BTH. PRECAST WITH (1) • 5 PLATE W/ IR"XB" U44ER 6 FT OR GREATER A.B. 32' O/C -PRECAST CONC, SILL 3-IR" CONC. SLAB WIFIBER'IESH OVER HAS. FINISH OVER OVER 6 MIL VAPOR CI'11 13LOCK W/"5 DOUELS BARRIER OVER TREATED, SHOLLN LOCATIONS COMPACTED FILL ON FOUNDATION PLAN jI TRADE � 20' WALL SECTION — FRAME OVER CMU WD TWO STORY 1/2' DRYUTALL OVER IX2 FURRING OVER MSULATION — FIBERSLA55 SHINGLES OVER 150 FELT OVER 1/I6" OSB WOOD TRISSE5 STRAPPED AS SHOWN ON TRUSS LAYOUT F.T. DO OVER 1XS CDR OVER 2X6 5UBFASCIA W/ CONT. ALAI"]. VENTED SOFFIT -DBL. 2X6 HEADER UNLE55 OTHERWISE NOTED ON PLAN WINDOW UNIT -2X WOOD STUDS a 16" O.C. -T/S" STUCCO ON MTL LATH OVER S- FELT OVER T/16' -2X BOTTOM PLATE ON 3/4• TV. O.Sa 2X4 COW. BAND BOARD FLOOR TM55 STRAPPED AS SHOWN ON TRUSS LAYOUT LINTEL BLOCK UVI • 5 BAR LINTEL SCREEN 3!,• CONC. SLAB W/ FIBEFTIESM OVER 6 MIL w VAPOR BARRIER J II MASONRY FINISH OVER TERMITE- W OVER ChIJ BLOCK TREATED, UIELL W cm BLOCK W/15 COMPACTED FILL II B LOCATIONS TIONS ON ATION PLAN +C067E 3 •5 BARS 20° WALL SECTION—® FILLED CELL —TWO STORY WD STEM WALL — SINGLE LINTEL FIBEA'iLASS SHINGLES OVER IS- FELT OVER T/16' 0.513. OR 1,12" CDX WOOD TRUSSES 17 STRAISH STRAPPED AS 644WN ON TRUSS 12' THREAD] LAYOUT ROD 32' DLL W P.T. OVER Dc6 2•X2- STL CDR OVER 2X6 WA57ER SU5FA5CIA W/ CONT. ALUM. VENTED SOFFIT DBL. 2X6 HEADER FOR 4'-6" MAX ALTERNATE 2—STORY NNW, DBL ATTACHMENT(WOOD/WOOD) HEADER FOR 5-9" MAX OPENING UNTO. WINDOW UNIT 2X - WOOD STUDS a 16"O.C. WASHER W/ R-B INSUL. T/S" STUCCO ON 12' STRAIF3TT MTL LATH OVER COPLu6 IS- PELT OVER T /I6" 1/2' TMIRE,ADED OSOB. OR V2• COX �D FLOOR TRUSS 1A2• 2" x e8 ' STRAPPED AS SI-IOU/N _ DLL ON TRUSS LAYOUT OR ALT. 2-STORY ATTACHMENT SHOU.N -DBL. 2X - TOP PLATE -DBL. 2X8 HEADER ALTERNATE 2—STORY FOR MAX ATTACHMENT(BLOCK/WOOD OPENING,ING., DBL 2XI0 HEADER FOR 5'-%" MAX OPENING UN.O. WIDOW WIT 2X - WOOD . STUDS • T6"O.C. W/ R-U INSUL. �- 3 • 5 BARS WALL SECTION —FRAME WC TWO STORY O, CONC. SLAB W/FlBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL CMU i I (If GRADE _1 3 ¢ 5 BARS 20' G MONOLITHIC SLAB —CMU TWO STORY 3 1//2" CONIC. SLAB W BERMESH OVFh 6 MIL VAPOR B RIER OVER TREATED COMPACTED FILL vAm 3 / 5 REBAR T. 70' 70• AA DEPRESSED SLAB BEARING® GARAGE 3\' CONIC. SLAB W/FIBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL 10' 110' \-3 # 5 REBAR BB THICKENED SLAB W BEARING WALL TWO STORY SK8 LINTEL FILLED W/ os CUNT. �I. 1 1 VERTICAL REBAR S £ PLAN SINGLE COURSE LINTEL 3/4 =1 -V 3\• GONG SLAB W/F18ERMESH OVER 6 MIL OR ARRIER OVER TREATED COMPACTED FILL - 1 / 5 REBAR CONT. GRADE THICKENED SLAB NON BEARING ® ENTRY — CONIC. PATIOS NON LOAD BRG WALL 1 / 5 REBAR CONT. AIL 3 1/2" CONIC. SL OVER 6 NIL - BARRIER OVER j OVER TREATED COMPACTED FILL n . g• Z DEPRESSED SlA6 NON BEARING® GARAGE MIN. LAP ♦♦ / 5 HOR17 BAR CHAIR BLOCK CHAIR BLOCK UNDER FRAME COF3TER BAR N L W/ STD. F • K 5 BAR Cr'RI CONIC. FILLED TOP COURSE WA LBR LINTEL BEAM REINFORCING FOUNDATION DETAILS & WALL SECTIONS MONOLITHIC SCALE: 1/4" = 7'-0" mviRRICANE ENGINEERING (407) 774-9003 FAX (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE/ 47819 MAXIMUM SPACING OF FILLED CELLS IIDEOROIfTED CELLS THAT CAN RESIST A 100 MPH. LOAD OE5113N 14ALL PRESSURE T = 22 PSF MAXIMll ALLOWABLE TEN51ON ON HOLLOW CORE UNITS 15 25 P.SJ. - ACJ. 531 TABLE 10.1 �AKTION PROPERTIES 8' PARTIALLY 6RIXITED WALL = 95.43' (MASONARY STRILTURES AL.11 M = w1"1 /8, 5 = WL•LXI2/ 8XT = 95-43 , 1 = 10.4 FT. USE 8'-0' HDRIZ. SPACING - 9'-4' CEII MAX (FS = 131 USE 6'-O• HDRIZ- SPACING - ro'-0' TO 17-8• CEILILG MAX USE 5'-0' H ORIZ. 5PALIHG - 2'-B' TO I& CEIUH6 MAX. d ADD LINTEL W/ (U e5 CONT. V 9'-4' W-T. (/- 81 THIS STRLTU;!E FHAS BSI D TD MEET OR EXCEED THE 0 MPH 3 SE'OND C-ilST5 WNO LOAD REWREYENTS OF THE STANDARD EUILDING COME 2001- VJ 4 JL J ; Z V OL 1 0 Z Z t— o O Otn O z Qp -j �05 ILO LL :33 $ s I-. IRE' �gs e W PHI3 o o Lo N $�� Ievlsions: a.Ir ate. q. designed by- Id drawn bY. cl m design aeueaby.- da9e- 01-22 of sheet rr L Ot 9 ANCHORAGE TAPCON: BLOCK TO EXT. FRAME SHEAR STRENGTH X CONNECTION (TYP. SPACING) TAPCON: 3/16" ® 12" 0 EXP. BOLT: 1/2" @ 48" 0. SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT CDIA. EMBEDMENT HOLLOW BLOCK 3/16" 1-1/2" 846 LBS. 1/4" 1-1 2" 1075 LBS. J-BOLT: 1/2" @ 48" O.CX TEST REPORT # 150-20068/ PROFESSIONAL SERVICE INDUSTRIESJNC.SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL INFORMATION EXPANSION BOLTS: RAWLS PRODUCT LOCATION EMBED DIA. MIN, EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR GROUTED 2 5" 1/2" 1.5" 761 LBS. 1765 LBS. RAWL—BOLT MASONRY RAWL—BOLT CONCRETE 3" 1/2" 2.5" 1831 LBS. 2537 LBS. DETAIL DENOTES PIPE PASSING THROUGH STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING THROUGH FOOTING GROUTED SOLE 2 SIZES LARGER THAN AROUND PIPE PIPE PASSING THROUGH SLEEVE SHALL BE SLEEVE 2 SIZES LARGER THAN PIPE PASSING THROUGH Y s, THIGKENED SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY ,Y 05 REBAR WITHIN FOOTING GONCRETE FOOTER W/ 25' MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL JUN ,A mo a WJ mjLL w 4 2 g O = ® 'o N 0 m C I E 9 Q x 2�m � M O Z W > m m f�0 W U ov co m Oa9 z O U J_ Q w 0 z O h- Q z D 0 EYY�� a �8 5 ib 'gs O Lo o f (-4 .J a¢ wo 22 } IM revisions: by,W. d' by: dm design areckea ey: aww case: of-zzo+ sheet: A1.1 o,= 44 UY 2X4 W. COL-N m._2. T._4. 22•-6• SH-25 SH-25 0221-24) (+22/ -24) EGRESS it EGRESS FR/s = ----------- - .I 1'1 ° i W.I.C. i! . 4 R.AT CMG CAt PET RR s 1 m BEDFDJ I #3 ;; BEDRM #2 11 r — 0 RAT CLG i' �F 9 FLAT CL6L _ 1 ' CAR'Ei RR [ B' CAF3'ET RR iL____a M66 7C� 12'-0• atc. 5 e 0 T'-11112" 3'-9• CPt. TTAlAV 2 6ow 51-FOLD 766a 2668�2X6 10 w x F1 1 I-R 1 5 M 2¢Ga - Team A2 i i 194T I BAT m'F� • a`RAt 26" 11C. T66a 11B 1 541LVER `Sv 4 I2" - --- . V . 26" EN 1/2 L'� -1 -11 L/2, ma I-R 1 5 2X6 . TWP1-L _ NOTE: AIR HANDLER TO HAVE MM. OF 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE 514ALL BE MN. F2° WIDER THAN APPLIANCE BEDRM #4� Oar. GAMEp(vL �I MASTER BEDRM W R.AT CIA IF FLAT CLG C,4MV RR F— CAA -ET IiR V-3 In' EllL 20'-4 in" C v EGRESS o SH-25 abm.coL — SH-25 SH-25 DBL-25 (+2Z-24) (+22/ -24) (+22/ -29) EGRESS 2'-t0" 2'-10" 6'-8" T-4" 6'-8" 12'-4° 20'-8° 40'-0" 2.nd FLOOR LAN SCALE = 1"4'= 1'-0' NOTE: EXTERIOR WALLS WERE VERIFIED SUFFICIENT FOR SHEAR LOADS To BE 2'� UNLESS NOTED orr;4- NSE NOTE: ALL INTERIOR WALLS TO BE 3 1/2" NOTE LEGEND UNLESS OT14EFWSE NOTED. SEE FOUNDATION PLAN FOR NOTE: ELEVATION "A" 91-IOLK FILLED CELL LOCATION. 81-0" AFF. Ma WALL I HB ENGINEERING (+o» n4-9Go3 FAX: (.07) 771-84" PA. BOX 181813 ALTA4GNIE SPRINGS. R 32T18 TNONA9 A ANDUMON PC/ +Ta19 l'-10" 9'-9' 8'-5' S'-0' 9'-0• m Sii-23 6'a',�•-e' - SH-25 SH-25, (+22/ -24) PA°O (+22/ -24) (+22/ -24 ®6-O X 6-8 5G 1 (+21/ -23 y AT OPT. FP. 36T FLAT Im Awl LL 41 1 KITCHEN o V RAT CLG �cm NOOK & RAt CLG = 0NA°t Q WAaD VNTLRR FAMILY RM O — O V RAT CLG p CAMET RR in n VENT 1 wo:vIm i6Yr 1 1 , 4° 2' 4• 1 bsM 1t; LAUNDRY RAT G I r I Q D 29" s me sr1AWALL VM FLR 1 1 P Y 1 m I O 5W.UALL— 3'-°'o6'a'°m" 2-GAR GARAGE M DINING R I I GW RR CQC RR V RAT QA 1 I 6 CARET FM 8'-10�• 2'-1 ' 1 M t 1 3' 2 20'-0 3/6" _ N - 3 0 9 C 1211416144 STOP =1 L— N Bfr,, ML-------------------------------------- 9 T 1_ 1 5far. WALL in — 1 1 1 1 1 1 1 � 1 LIVING RM 9 1 1 � 1 1 1 8' RAT Cm CARPET F R S B i - 16' X ANEL F MCAST / LMM W/ W 5 f4 211 -Z3) RT. �I DBL-25 (+21/ -28) T-10- T-10" 2'-8" 12'-4' T'-0° 40'-0" H 11 II BEDRM. #4/ II HALVSTAIR WELL STAIR INFBRMATION HEIGHT: 9'-4" GAME RM. I I LENGHT: II'-8" 11 u RISERS: 15 ® 1 1/2" EACH _e___-___---__11 eve_ .ve TREADS: 14 N IO' EACH 250cf STAIR cur n 2xt2 TREAD MEAD RUN DETAIL ENTRY i' F'WDR. SCALE: Nrs. RM. a (NOTE:IL ( IX6 BAGK IN LETURAL SHEETS FOR ADDITIONAL 2XI2 STRIDER CpNSTRUCTION INFORMATION. ) C=) µ HB 50. FT. CALCULATIONS Ist FLOOR 1062 * 2rld FLOOR 14410 TOTAL LIVING AREA 250(9 LANAI 0 * - ENTRY 15 * OTHER 0 * GARAGE 421 # TOTAL AREA UNDER ROOF 2TA III 'PATIO ;TOTAL AREA � - - 2991. >6 �e e r W f� (7�� (9 y$ \/ )! X cy) a O E N �af lavixm6: deslgrod by rd . drawn by. d— design cbaUed by •ww ante: oT-2141T sheet N 04 2002 i LEFT SIDEELEU. SCALE = ys"= P-O' TRJSS BEARW. 01-0' FINIS14 FLOOR ROOF PITC14 I g st I i ----------------------- -------------- -- 3 1----I 4 SCORED L_ __, FHSH OPT MBATN WWOW 9,-4�µ, TRO55 BEARNG --------- ---- --Qw1J5---------------------------------- -- 8-0' __ ________ _____ _ ---------------------------------------- -- TEXTUMD 0'-0" 3 --------- -------------------------------------------------- -- FPIISH FLCOR � FMISN GR?DE SIDE ELEV. BHT SCALE _ Vs'= P-0' ROOF PITCH RE ARELEVATION SCALE = ye°°= 1'-0' MKRICAME ENGINEERING JUN 0 Q U) Z 0 Q w J w w H X w :a� assa 1,29 it; w n] Hil I.L Q e s rss v ass; aa�� Lo es 04 rem: d�ea by � ate, ey dmw destg� mama ey aww daex of-zz-o� s sheet A3-A V CELM FAN P18cRE(OPT) .57 CE41TC FAN PREWRE(OPT) j. _._._ _ i 30 .` \\ IF �xb \`® 0x6 1 bL STRIP 1 1 -- ( • . VANTIY D AN•1 CFn • / / B� ♦ 5 CFn I �------ ® 11 \\ Ux6 Yi / i - 100 (0x6- / GFn C]— '--- TO DOUNSTdIRS Tv -�_''."-._._._._- T2 735 49 (� ///jjj CELF16 FAN (STD) IPCELM FAN (STD.) dh SCALE - 1/4' - I'-0' KITCHEN A KITCHEN B KITCHEN G SCALE-'6'•I'-0' SCALE-5CALE-'4'•I'-0' Y 0 \\ 0 \\ �D r ea BATH D BATH E POWER W F SCALE-'6'•I'-0' SCALE-'4'.I'-0' SCALE- v.r-0' r INTERIOR ELEVATIONS 1/4•-1'-0- 14 0 CEP( REC ® EW"T FAN 1-9 230 WXT REC. ® 91CQ DETECTOR r 9 WATER PROOF REC SHOO: DETECTOR MALL MO13R/ -9 Cfm M FAULT REC. fwoE TELEASION 4r % SUMMED REC.Q .AMTION BOX 'l D15C0MCT F-1 FLUORESCENT FIX 0 FLOOR OUTLET Ii--Fl TRACK LKi17NG ♦ sITFTw �7 3WAY SWTO4 ROODI— �• A WAT SUTCA V WAND. CEP FG FIX �• PYAER eRTION �}' RECESSED LW DOOR BELL <- RECESSED l.. !VAPOR PROOFI �CELIN.'. FAN PREWRE 1• vTR i A D15P- A 12x12 165 �- o _ 4B t �• 1 \ \ OFI \6 x+i rrn 0. F70 CfIAl ,f bz 8' b' 10 . �6 — L J CF'" . I I 5'lll' 1 1\ O x 1D \ _ r n 100 ((((((\\\\Z//////JJJ�J CFn CELM FAN PREME10PT) 1 VP V.TR LAV I V)• 3 �- CANB. W-V TUB 1 3- r KS 7- 3' 1. 3• r WIL LAY I Vr 3• r 3' WG 3 A' o- 25011 PLUMBING R15ER C �O 1 / 0 SER CABLE . YIETER IL 50 A ILO PANEL L BARE C➢L TO PPL TRU,_j il N V GROIM ROD I-✓y LNG FAN (STD) �CE WATER NEATER DISCONNECT-/ �/ `• A/C DI 1 TO UPSTAIRS TAT O RECESSED LK�HT PAEI- Q TER D 0 in ® 3 0 a M Q((�� Q Q Q VJ W _j N U U/ Z C U U J J nJn w w LL OPT. COACIUCM OPT. COACIL*WT 15t ELECTRICAL� = T'g A R ` € 0 8 s SCALE 1/4' . 1'-0' Fgs Sl9ZR/SANS w a 8 ENGINEERING u l Of I p li ; -I,- (Q� V HH! ffiaS� �8 .242 RANGE a)3 W09 DRYER 10/3 W3 SMALL APP. DR W3 LIGNTPIG CIR I4Q/ W3 TABLE ANTITT I EMIPMENT T 1 I RANGE 40A 1/P 8 10000 1 I DRYER 30A 1.P 10 SAW I DI51411ASRER 10A VP D I)00 I REFRIGERATOR 10A VP D 540 I I DISPOSAL 10A VP 0 540 1 1 WASHER 10A UP 12 bw 7 1 SMALL APRL 4CE I 10A VP D 30M 6 b GMRAL Lrlww. ISA up M 6100 1 I GAR/Y.+E DOOR OPENER 15A VP 14 500 I 6 PADOI-E FA1K (I*) DA WI� 500 SUB -TOTAL (WATTS) 30,4W 1 FL 10000 WATTS AT M*% IV~ WATTS FErydppER 40% bjM WATT AC, 3~ WATTS TOTAL TOTAL LOAD AMPS 300V WATTS 21 WD A," SERVICE 511E 50 AMPS Lo CV 5yQ`5yQ s a E Y 3 .Ea3 u F7a islons: awn q< designed by: nI drawn by: dmw design checked by: aww date: 01-22-01 s sheet: A4 25041 ELECTRICAL RISER VIAOJi50 A 4 WIRE SERVICE of. O r Ir oc Fil 4 I$�32X'fzGi3a#.§��ds88°S"=6?agiFri$ F 5sigssa irFj$$�==a191 Ili FA a.$aogd$R:5$$ L� J g RifgglA$yj��gSFRA�Api>?�i���i�o��$$'�.58$F��9$�:---- g g 9 q °a E9 i�K Sly igp Ri$AC Wiss`a 8 if If a? Xsl•, � F$$ PA hFfSSs'si 3S£54'-Ei?8�=���:_�?�Sa AS §S BS i$SFx m t g ? t n x 8 a a A AL n o '�€ typ?aS gis4:gS8A:i 1l :_, 15$595�515 ffiss ^�aab8a�3Sa§9?8ggah8ryE19yS��`a_ag£.Fi�fi�$i�fef�E�IA48�i>:I� gg�iaR Sa$Rpp Sgd igg YA3A39xt�:""=FRR �Bi �i,s.,i As§4�p�f•39• � axxR RY aP #�>�i es �: ii�4if Ys��$s 54� Q k8�3Y?YR8�?�:?RAR3oo"FeRRA�g xF7 yyR GS yRAB§13CL�^As S: g�ei��f S4?�.°-.�:�R O i O MP -z^?ZBAk I ri saaFs$?8 AS985 S i E4wIi$43o 8E91AIFFA§ §>3 os8.'9$esi;?$:§. A4?4?48s8i$ s L---b. � aBFa�s �£ ry 4 a m T o�� Q' o° t 1 t t P 9 rn a o WE Ip �.R �RAdRoxg^? Taiga a sFs#gisa�aAf � O gg II€I II RIIIAI4I-I I m o - n a so •g �C � b0� O F— xxE s s E s E'°°° 8 Q ell b F ma 3 s Nw v $e ��� •b ^i �' Amo^'D 6 ° : crop- E_o ebJg�e • M. ig $o Y• �t. 3 —Ot6E 0�3• ��$jl~£`rY sO O i •: _�tt .. °Ob_�b$IT'Liaoggseo9D$ E4 W to °oS.-•°1�ZY$fo S.. °>�Zv �'j S• F--8s"s2��.°�d�-9�b :ii�s3P!Fb 3�gtbs�` e �yd!g :-ib w°°•_ o v-s om oe-.--a9 L'�-O O24 -f1 eiY Ili i r0�- T f r O - rvei<ei .Dr UP �44ST'iI,tOW ATIC2509 LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 IT-4" SFIb-IB/IT ALLIED LINTEL: A-13 L 2 -7'-b" SFIb-IB/IT ALLIED LINTEL: A-5 L 3 T-b" SFIb-IB/IT ALLIED LINTEL: A-5 L 4 4'-6" 51`I6-013/I7' ALLIED LINTEL: A-3 L 5 T-b" SFIb-IB/IT ALLIED LINTEL: A-5 8FI6-05/IT ALLIED LINTEL: A-3 L -7 4'-b" 8FI6-05/IT ALLIED LINTEL: A-3 L 5 4'-6" &RF14-06/IT ALLIED LINTEL: A-3 2 p c O x IO°'1 ry S y N IY T frvr'1 rYm'1 TP°1 0 Im11 Q J ry m a a A hi N - _ � o0 Og �mppm �'mry Orvmm o A v a N m m m x'J• O OO a *Nd ° m mo-4p rvJ O iz ry m ry m Inr_v m _ W J nI ry N O p m� .pa1 O .sf Y' m m- ry O 10 m "1 "11 m(f O u- m 0 O m mO rYm o �.rv�oia mmnh tA mW o m J m m H n O n m O R v v AR R n >" > mi - V I122--1III :o iv In :o Y N c Y r- - o O- ry m Y e F c n to QQ Q < k-- 4 is n $° Qrc =S n� �-Og 6(•i=YS a i� LIC v J rs Z �i��sNku c`� aEEtgJisE a XAo w - ��•: =sEa�$b ..- Z � _ ri si v ai ,> r 0 � � = 31BN1 a3ary 5-jRNA e5 REBAR AT TOP MIN. (1) REO'O ' I -In• CLEAR l J "f'.:' �• - /_�_.: < F : FILLED WITH GROUT 111 = UNFILLED m r QUANTITY OF e5 REBRAAT ( GR[hlT BOTTOM OF LINTEL OAVITY • .. • • .. • • .. • •. . OF INTEL GA ATY FZE5AFZ AT OM a F 16 — I EV I T 8FI6-IB/IT 8F12-IB/IT 8F&-IB/IT eFZOVIV EIN LINT8_ 1 I LOUANTITY OF A, T-5/D'AG PROVI�I 5) INTEL NOMI �nWIDTFIJGHT—I REBAR AT TOP LINTEL SECTIONS 6• NOMINAL WIDT T1'FE DESIONATION oW m ry m m P r O m ry m_ m 3j�88 v O v a rmi om. A n O n W Moog O O° m ��x ry m ryr'am.mo Q m m m Yry m 0 yOo°o g�mry mvn� o��g � og o q 'QY' n P wo o 0 m0 q n ca v� a� p m lmrn � ,p E v a n Pi rr t,°rvi I. O m ry m m umi ry ry n ^� m ry n Y ry ry 0 ry '•' 'AyD m frv'1 m m T r m fY'1 1n'1 n Irv'1 P* m IY' z iv `- w i any 0= o e ry In 0 o Y 't e< "r s rvIT J Q Q QQQQ QQQQ QQQQ Q ¢ 2509 LINTEL DIAGRAM WRR/CANE ENGINEERING +wsw ro mn ' GAR. RT. SCALE.- N.T.S. JUN 0 4 Y• j0 0 _ 12- �p sBag w o{u�ri Q QEo� Q �SP3 p =g $ E ag3 u- I revisions: .m M. designed by: nl drawn by. dmw design checlted W .7 eats: of-zz-oi sheet: A5 of: a., CAST-CRETE SAFE LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS I. f'c precast lintels = 5500 psi. 2 f'c prestressed lintels = 6000.p51. 3 f'c grout = 5000 psi w/ maximum 3/8" aggregate. 4 Concrete masonry units (GMU) per ASTM 090 w/ minimum net area compressive strength = Ig00 p51. 5 Rebor provided In precast lintel per A571 A515 GR60. Field rebar per ASTM A615 GR40 or GR&O. 6 Prestressing strand per A5TM A416 grade 2'70 low relaxation. 7 7/52 wire per A5TM A510. 8 Mortar per ASTM C270 type M or 5. GENERAL NOTES 1. Provide full mortar head and bed joints. 2 Shore filled lintels as required. 3 Installation OF lintel must comply with the architectural and/or structural drawings. 4 Lintels ore manufactured with. 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting- 5. All lintels meet or exceed L/360 vertical deflection, except lintels I7'-4" and longer with a nominal height of 8" meet or exceed L/180. &. Bottom field added rebar to be located at the bottom Of the lintel cavity. 7 7/32" diameter wire stirrups are welded to the bottom steel For mechanical anchorage. 8 Gast -In -place concrete may be provided In composite lintel In lieu OF concrete masonry units. q Safe load ratings based on rational design analysis per AC' 318 and ACI 550 SAFE LOAD TABLE NOTES I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by Providing oddionol reinforced masonry above the precast lintel. 6. One #-I rebar may be substituted for two #5 rebors In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the Face of support. e. For composite lintel heights not shown, use safe load from next lower height. q. All safe loads in units of pounds per Vnear foot. NOTES: 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY l'YPE LENGTH mow' a ar>fo-16 eRF 61u10-Ie 4'-4' (52") PRECAST 14091591 5053 2982 3954 492g b680 i521 5412 49b2 6472 1g4710870 4'-6' (54") PRECAST 1351 1444 21b2 2114 3600 4451 6264 1705412 4982 6412 7941 Fq41& 10579, 5'-5" (68') PRECAST 165 552 1602 I550 2055 2566 5555 1155 2162 4014 6472 6516 6839 5'-10'("10') PRECAST 735 779I5001449192424003352II05 2051 5011 64-12 6516 6411 (50') PRECAST 022 901 1671 16T1 6730 - HIT 6107 7'-6" (90) PRECAST �5�5492 1377 2451 2444 3439 fllg32253H12907 6624 5132 q'-a," (116") PRECAST 371420 634 1542 1614535 12B2618 9595 2875 8" PRECASTW/ 2" RECESS DOOR U-LINTELS �++ UPLIFT LATERAL LENGTH TYPEr1244 uwlo-rt e1ff14-Ir —11, m�zz-1 a+as BRF6 6RFN- OffPlb 23-3 Bfal6 PRECAST 1515 241D 5260 4112 4961 5825(52") 151q 2339 3170 4008 4850 5646932932 (54") PRECAST 1507 2511 3121 5431 4156 55TI 1455 2240 5056 Seat 4643 5453B5353 (68') PRECAST W12 11g5 2425 5055 36bq 4525 501 1152 1141 2557 291b 5605501 (70") PRECAST 1198 1142 2352 2465 3551 419H 469 469 bqb 1099 I6gO 2288 2091 3491 4I06 (80") PRECAST TiH 2042 25Te 3107 3642 B30 II00 ME) 1987 2509 3035 5563 (g0") PRECAST 668 1810 2280 2153 3=1 941 666 rr2ll':00'1 1162 2225 2690515-1tlo (116") PRECAST 533`1123 - 1413 1104 19g5 1369 Il2H 2O8B 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY �� LENGTN �8 DFbOB 12 I 2 F32 HFB-1B HFl2-IB 6FI6-re F20-I DF24-I 26-IB 2-IB 2'-10%54') PRECAST 230 3166 4473 6054 1526 9004 10412 11g36 5166 4413 6039 1526 4004 10412 11936 (42') PRECAST 230 3138 53T1 46Hq b001 -015 8650 994T 3166 4475 6039 7526 9004 10472 11956 4'-0' (46') PRECAST 202 2325 2446 a4bl 4438 5410 63H4 7555 2646 4473 6039 7526 9004 10412 11936 4'-6" (54") PRECAST I651 t7al 1913 2651 5403 414g 46g6 15644 2110 4021 603q 7526 90o4 1o412 9668 5'-4" (64") PRECAST lla,4 1223 1501 180q 2311 2 626 3356 3546 1665 25M 5051 6096 5400 6424 1450 5-10"(70") PRECAST 972 1000 10551 1414 18bg 2304 2121 5131 1459 2464 a144 545e 4431 5250 6122 (75") PRECAST 13-1 1255 2101 3263 2746 3358 3971 45b5 1255 2101 35gb 5260 7154 ag95 bb90 (-to") PRECAST lbt 1029 I615 2355 Ig94 2454 2566 3333 1029 1615 2610 5b3q 5596 6156 5041 (112") PRECAST 573r32 104 I469 1210 1402 1754 2021 1212 IBIS 25" 5469 4030 5121 PRECAST 802 1125 91s u22 1328 1535 456 1025 1514 2081 2114 5150 2404 II'-4' (136") PRECAST 445 935 1365 1554 2355 1793 2075 55 1565 1554 2441 5155 4044(144") PRECAST 414 564 1254 16M 2014 15"l0 1815 064 1254 Ibg3 2211 2932 3590 13'-4'(160') PRECAST 362 42l 126 1026 1331 1655 1224 1415 � 148 1016 1436 1555 2543 2420 14'-O"(168") PRECAST 555 381 645 919 1190 1462 1087 1260 455 100 1003 1355 1114 2153 2666 14'-8" (116") PRESTRESS N.R. NR W W HR MR NR NR 465 165 1370 2045 2610 5165 3165 I5-4- (184-) PRESTRES N.R Id2 NR MR FR NR _ NR 420 bq5 1250 0135 2370 2b90 5410 IT-4" (200')PRESTRE55 N.R. f92 MR MR. W MR MR MR 310 530 950 1400 (252-) PRESTRESSE N.R. M2 MR MR W MR 240 400 750 1040 21'-4' (256")PRE57RE55 N.R. MR MR NR Mt 153 550 NO 940 dea H 22'-0'(264')PRESTRE55 N.R. 1R IR to W MRMR 160 300 Sl0 610 24'-0"(2H8")PRE5TRE55 N.R. NR tJR NR MR MR 130 240 4l0 120 C-1-4 ®°"' UPLIFT LATER TYPE LENGTH aF�IT bF12-R BF16-Ir 20- BF24 n` bF2&4 BP32-' BUB 6F8 BFa-2T b 12-7r bFl6-2i 20- 24-2 F2H-2 32- 2'-10'(34') PRECAST 2727 2H1B 4101 5532 6569 IbIl 9055 2021 2021 2127 2184 3461 5140 6407 1630 bb5l (42") PRECA5T 2165 2289 3260 4231 52A 6204 1192 1257 1257 2165 2215 3165 4125 5041 bobl 1056 4'-0" (48") PRECAST IB1B Ig59 2b32 abed 4532 53H1 6245 q38 938 IH7H 1925 2150 35b3 4422 5264 6110 4'-6' (54") PRECAST 1660 1162 2501 5251 4010 4-161 5525 127 721 1660 1105 2435 3111 5913 4658 5406 5'-4" (64") PRECAST 1393` 1484 2110 2141 3375 4010 464b 505 505 1393 1431 2050 2610 32g3 3920 4549 5'-10°(70") PRECAST 1212` 1351 1930 2505 3084 5665 4241 418 418 1272 1315F173 2441 3010 3553 4157 6'-6' (7b') PRECAST 1141• 1200 2250 2769 52`10 5512 -IO7 887 1141 1162E12� 2103 5216 3732 7'-&" (qO') PRECAST 959` 9112354 2191 3240 Sql 657 940 I029 2351 2791 3245 9'-4" (112') PRECAST 8oi• 612 I560 IH52 2144454 630 DOI 755 1910 2211 263471b•49812611496r20D6 10'-b"(126") PRECAST 396 4q3 11b 611 1111 2os4 ll'-4" (156") PRECAST 666` 459 6qb 1104 1509 363 556 666 535 905 15g5 159612'-O'(144') PRECAST 607•400631 IOOI IIHb 540 4q4 631 466 bib 1209 1514 1199 13'-4"(160") PRECAST sco`-532 656 841 99l302 398 515 40q 662 1004 1361 1631 14'-0-(I(,6') PRECAST 45B` 316 493 635 TH 922 1065 286 360 545 975 629 922 1254 1561 IBIb PRESTRE55E 243 295 459 59I 124 B51 q90 N.R. 357 243 352 5452 552 1156 1491 1142 15'-4"(1&4") PRE5TRE65EC 228 279 430 553 671 801 q25 N.R. 327 225 329 542 7q1 1012 1361 Ibl6 17'-4' (205"WRE5TRE55FQ IBB 256 561 464 561 610 114 N.R. 255 160 216 449 644 Bid 1121 1389 19'-4' (232')PRES 165 201 313 401 -0 578 667 N.R. 204 165 239 553 550 796 940 11b0 21'-4'(256')PRE571RESSE 145 Ibb 276 35b 433 512 590 N.R. 172 142 212 336 417 635 80l qq3 22'-0T264")PRE5TRE55E I40 Ib0 266 343 41H 493 568 N.R. Ibl 131 205 322 451 bOl TI g41 24'-0T2bb')PRE5TRE5 "I I65 244 512 380 447 515 N.R. 135 124 156 29O 400 53B 6B0 033 'REDUGE VALUE BY 25% FOR GRADE 40 FIELD REBAR NOTES: � ALLIED LINTEL TABLES MATERIALS B INSTALLATION I. rebar in precast lintel GR60 per ASTM A615 2. rebar In poured beam GR40 per A5TM A615 3. f'c For precast lintels=4000psi 4. Pc far field concrete=3000ps1 5. concrete masonry units per A5TM G-90 mortar per A5TM G270 type M or 5 b. calculatlons by: Richard O. Newman, P.E., Riddle -Newman Engineering Inc. 7. shore all composite Ilntels 4' O.G. 8. all composite beams calculated with 1#5 In top Of bea 9. safe lm oads based on nominal 8" bearing (4" minimum). 10. ail loads shown in pounds per linear Foot II. for lengthes not listed use next longer length For safe load FIELD REBAR W J � ' 5GR40 Q H G.M.U. W d) Q Q . CONCRETE FILL W Q Q � FIELD REBAR 'S GR 40 > IY F l-5/8� ACTUAL ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH CX8" UNFILLED 8"X8" FILLED 8"X12" FILLED 8"X16" FILLED 8"X20" FILLED 8"X24" FILLED 8"X28" FILLED 8"X32" FILLED A-1 2110" 'o54q 6257 10125 12000 12000 12000 12000 12000 A-2 316" 3535 3855 5251 8552 11440 12000 12000 12000 A-3 4'6" 2081 Ig74 3367 4616 6186 7269 5601 gg24 A-4 5'10" 1125 lobo 1510 2435 3336 3g13 4637 5550 A-5 T6" q02 1056 Ib44 2542 32,14 40211 4790 5522 -6 9'4" 656 636 1112 1534 I'1g4 2436 2gO2 3346 -7 10'b' 4b9 483 541 1170 1522 1551 2211 2556 -a 11'4" 502 612 1125 1550 2002 2455 2g31 338q -q P 12'S" 421 4aa q00 1224 Ib04 Ig68 2360PE121-10 13'4' 3q3 419 774 1053 1381 1692 2024-11 14'O" 542 3-I3 610 938 1253 1510 1808-1 114'8" 308 354 615 842 1108 1352 - 1624117'4" 2-12 255 436 611 a,08 ga,8 1188 A-14 19'4' 250 395 4gb 850 1135 1408 16g8 A-15 20'0" 225 365 413 784 1052 1500 1510 1551 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"X8" B.".8"X12" 8"X16" 8"X20" 8"X24" 8"X28" 8"X32" LATERAL LOAD UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 8X8 FILLED A -I 2110, 30% 3150 9194 10000 10000 10000 10000 10000 4405 A-2 3'b' 1835 1876 5445 10000 10000 10000 10000 10000 25g2 A-3 4'6' Iola, 1051 4224 5900 8203 g440 10000 10000 1415 A-4 5110' 5-15 603 2550 331q 4500 5305 6766 7848 117 A-rj Tb' 345 370 1421 47b 2552 3514 3667 4600 bbl A-6 9'4' 228 252 q34 12gb 1665 205q 2542 2g47 425 A-'T 10'6' 155 20q 156 1049 1541 1662 2025 2347 329 A-b 11'4" 505 553 652 911 1170 1452 1751 2025 451 A-c{ 12'8" 247 282 1 615 760 qqi 1252 1464 16g5 351 A-10 13'4" 255 253 510 703 M2 1109 1505 1509 320 A-11 14'O' 225 324 473 (152 524 1025 II96 1385 2435 A-12 14'8" 191 216 442 609 76q 955 1106 1260 262 A-13 1-1'4" 145 253 551 453 605 755 a,42 974 155 A-14 19'4" 184 214 505 420 525 651 715 826 213 A-15 20'0" 174 203 2g6 1 405 504 630 1 660 756 Igo W J 0 O J _I W Z J .F�gg s"•L e9('• L0CN W QE O E_ €t$E u P$ s� revisions: design W by: nl drawn Ey dmw design checked by: aww date: 01-22-01 sheet: 1 e 11 r AND (1) MTT285 V BOTTOM EPDXIED TO BDND BEAM W/ B/8' DIA THREADED P013 W/ 6" MINIMUM EMBEDMENT ROOF TRUSS LAYOUT 'A' N.T.S. ROOF TRUSS ANCHORAGE: NOT 1) USE (1) TYPE "C" (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) TYPE "A" (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3) USE EHUH26—N (OR INTERCHANGEABLE TIE) FOR ALL JOIST HANGER CONECTIONS (UNO) 4) USE (3) 16d OR (3) .131 x 3 1/4' PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER (T&B) 5) GABLE TRUSSES REQUIRE (1) TYPE "A" OR (1) TYPE "C" STRAP AT 48 O/C FROM CENTER OF TRUSS. 0-4-1 NAIL VALUES: BASED ON "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 8.8c — "NAILS AND SPIKES — LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE (lbs.) 8d 103 12» 10d 125 16d 149 NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS .j 17-4-12 PLATE HT. 8-0-0 PLATE HT. FLOOR TRUSS LAYOUT 'A' & 'B' N.T.S. HELD BACK 1" 1fi' FOR POST STRm"r. NOTE: SEE bt AM rd MOOR FLAN5 A PNEUMATIC EUUALNAIANT MAY BE SUBSTITUTED FOR ANY HAND NAIL DESIGNATIONS ENGINEERING J w L zi cn LL - OQ:31, ry W o6 Ix O W C W L m Q sass E E8g- = aj�o fs� des /WE sa a € ba$ 0 iq to sts N 1Hi �. anwM er designed by. N drawn by: dn- design checked ly: aww date: 07-22-01 sheet A6-A of: V BRACING REOUIREMEM STIID SPACING N0 "L" BRACE (1) 2x4 'L" BRACE (2) 2x4 t' BRACE (2) 2XF3 'L' BRALE 15" ❑'-0" - 4'-5" 4'-5" - 8'-0" 8'-0" - II'-5" 24" 0'-0" - 4'-0" 4'-0" - 6'-10' &-10" - 8'-10" 8'-10" - I2'-8" NOTE, "L' BRACE MUST.EXTEND AT LEAST 50% OF WEB LENGHT GABLE TRU55 pig 591MON A35 • 3'-0' O.G. l�f'GDX OR 2x4 SPRUCE OR BETTER LATERAL BRACES a 4'-0' STRAP TIDE 'D" OL. ATTACH l2) 16d TOENAILS (48" OLJ I0d NAILS 0 4" O.G. i0d NAILS • 4. O.C. 2x4 DRYWALL NAILER DOUBLE 2x4 TOP PLATE TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER ROOF SHEATHMG OVER TRUSSES (SEE NAILMG ZONES) BACKNAIL W/ (2) Ir d NAILS — BAY-2 WOOD TRU55E5 0 24" OL. "L" BRACE TO EXTEND AT LEAST W% OF WEB L£NGTH (SEE TABLE) 2.4 PANEL BLOCKMG o 48" OL. FOR THE (2) ROWS OF TRUSSES FROM EA END TYPICAL ATTACHED W/ (2) 16d TOENAILS GYP5U!1 WALL BO 5T IP50N 'A35' -� AT 3'-0" OL. 2x4 DRYWALL NAIL DOUBLE 2x, TOP PLATE A SECTIDN Y BAY- I TA6' OSB OR in- CDX 2.4 DIAL. BRACE c 4W O.C. W/ (4) 10d NAILS R EA. END a FIRST TWO BAYS I i GABLE TRUSS f--STRAP TYPE ro' (48" OLJ 10d NAILS 0 4" O.C. �t0d NAILS a 4. OL. OVERLAP SHEATHNG W/ 12' MIN. SPLICE 2x4 STUDS a I6' OL. W/ 2x4 BLOOXDIG O MID SPAN (WOOD FRAMING WALL) 2x4 LEDGER TO MATCH BOTTOM 2x4 BLOCKING LOCNG 9 4B" OL. CHORD SLOPE OF SCISSOR TRUSS ATTACH TO WEBS WITH CLUSTERS "L' BRACE OF (2) 10d NAILS ATTACHED W/ 10d NAILS a 4" O.C. TYPICAL GABLE TRUSS WEB B SECTION E L.E"LTI ❑BRACE DETAIL 2x4 LEDGER TO MATCH BOTTOM 2x4 BLOCKING a 4S" OL. CHORD SLOPE OF SCISSOR TRUSS ATTACH TO UIEBS WITH CLUSTERS •(.• BRACE OF (2) 10d NAILS ATTACHED Ul/ IOd NAILS • 4. O.G. TYPICAL GABLE TRUSS WEB C SECTION SINGLE "L" BRACE DETAIL GABLE END BRACING DETAIL WIt,V SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" WIRRICANE ENGINEERING (407) 774-9003 VOL (407) 774-6177 PA BOX 161013 ALLWON1E SPRWMS, 7L 32710 THOMAS a AIOEPSOM PE/ 47619 6as6 o�a rn i9� t_Js �a W Aga (D $} Lo fill SDI •Bvisims: d-41.0 W. A dawn Ny: d— deign defiled lP/. aww data 01-22-01 ShMt A6-A.1 Of: 1 g 0 vQ" W/ 10-10d NAILS WALL STUDS a HEADER F A BLOCKED DIAPHRAGM ZONE IS CALLED FOR (D ROOF " RDOF FRAMING MEMBER HDiE' PROVIDE 2x4 BLOCKING m ALL PLYWOOD PANEL EDGES a _I•I�_i. �r�LULU- I I1 (SEE CONNECTOR CHART 5CI. D E FOR TRUSS FLAN NAILS • 4. OL_ FOR BLOCKED DIAPWPR4GM ZONE STRAPS) Bd NAILS AT 6. O.G. OR 8d NAILS AT 4' OLR . O EQUALIVALENT DOUBLE TOP PLATE EQUALNALENT FNUL3'IATK: PNUEMATIC NAIL AT NAIL AT SUPPORTED EDGES 6 SUPPORTED EDGES AND -V16. OSB OR CDX AND BLOCKING AND 12" O.C. L t2" OC FIELD FOR OTHER IXT RIOR ATHING FIELD FOR SHADED AREAS N AREAS OF ROOF D I0 OF ROOF .. -..:.:� e 4 O.C. EDGES AND T)" O.C. FIELD 2x4 P.T. WALL STUD W/ (3) 1/2' DIA ANCHOR BOLTS TO BLOCK J 3 O m V2" DIA. x 8' ANCHOR BOLTS EMBED 6' MIN. INTO FOUNDATION III/ 2"x2"xV8' WASHERS, LOCATED WITHIN 6" O° EACH END AND 32" OG, MAX EL5EWHERE OF WALL a HEADER STUD 2x4 P.T. 50TTCM PLATE "U" STRAP EVERY OTHER STUD TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS 1/I6" OSB SHEATHING OR 1/1" CDX TYP. - - 4.-O" 6 I' ROOF SHEATHING NAILING RSN PATERN DETAIL FRAMING 13LOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE e 24" O/C) FIRST THREE FRAMING 5PACE5 AT 48" O.C. REMAINDER TO BE BLOCKED AT 96" O.C. OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH Sd COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING IA&' 0,513. SHEATHING 2X4 WD. STUDS a 16" O.G. /- L BLOCKING ® 48" O/C MAX. IN FIRST THREE FRAMING SPACES 4 96" O-C. THEREFORE FLOOR BRACING AT ENE)WALLS 2 QSTRAP TIE WOOD TR.155 STRAPPED AS SHOWN EVERY 3rd ON TRUSS LAYOUT STUD CONTECTING FLOOR TRU55 TO 2nd FLOOR STUD - (2) 2X- TOP PLATE DBL. 2X8 HEADER STRAP FOR 4'-6" MAX TIE (n 2X- BLOCKING OPENING, DBL_ 2XIO TYP. AT MID5PAN - HEADER FOR 5'-S" MAX OPENING URO. 16" O.G. STUD 2X- BLOCKING SPACING FOR INT. BRG. AT MID -SPAN INT. DOOR OPENING FRAME WALL - PLATE ANCHOR IS" O.G. STUD SPACING EVERY OTHER FOR INT. BRG. FRAME WALL STUD (TYP. TOP 4 BOTTOM) _ PLATE ANCHOR EVERY C C. EXPANSION EVERY OTHER STUD (TYP) ANCHORAGE 24" O.G. EXPANSION BOLT 1 r ANCHORAGE 24" 00. 2X4 BOTTOM PLATE 3/4" PLYU)OOD 2X4 BAND BOARD IS' FLOOR TRUSS 0 24" OC_ C TRAP CNNECTING PLATE TO FLOOR TRUS'. (IBWD FRAMING & STRAPPING INTER. BRG. WALL ©DOOR (15W2�F�F_AIM-111NIIG TR PPING INTER FRAMING 2 STORY WOOD TRU55 STRAPPED AS - SHOWN ON TRUSS LAYOUT 2-2X4 T� PLATE �.Ocrmu 2x4 STUDS 0 16. OC PLATE ANCHOR EVERY OTHER STUD (TYP. STUD a BOTTOM) 1/2" X 8" EXPANSION BOLTS • 46' O.G. CMU WALL--_ T KW ERAMING & STRAPPING KNFFWAII OVER CMU i SPAN STUD BFL G. TE ANCHOR I OTHER .TOP /, TRUS5 BY FARING WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL BXBXI6 P.T. 2X6 W/ 1/2" DIAM. "J" CIM.U. (TYP) BOLTS • 413" MAX W/ 6' MIN. EMBED. (TYP) o 0 P.T.o 2X4 FILLER CUTNAILED W/ 8-10d NAILS P.T. 2X6 W/ 1/2" DAIM. "J" BOLTS 48• MAX W/ 6" o MIN. EMBED. (TYP.) o o DETAIL: TYPICAL JAMB FASTENING a OVERHEAD GARAGE DOOR SCALE: N.T.S. D� 4E5E REQUIREMENT5 APPLY WHEN NDOW/ DOOR MANUFACTURERS FASTENING ETHOD 15 NOT SPECIFIED. PT IX BUCKS FOR WINDOWS AND DOORS U NAIL W/ .103 DIA OR HEAVIER POWER NAILS 8" O/C AND 3' MAX. FROM ENDS TYP. W/ I" MIN- EMBEDMENT INTO BLOCK 2J ALSO ADD 3/16" DIA SELF TAPPING CONC. ANCHORS THRU WINDOW/ DOOR FRAME EIGHT (8) INCHES FROM ENDS MAX AND FORTY (40) INCHES MAX ON CENTER W/ I" MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW TO BUCH Wu 10 SCREWS MAX 8" O/C AND MAX 8" O/C AND MAX. 8" O/C FROM ENDS. PT 2X BUCKS FOR WINDOWS AND DOORS (ALTERNATE) U INSTALL 3/I6" DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (8) INCHES MAX FROM ENDS AND 24" ON CENTER MAX W/ I• MIN. EMBED. INTO BLOCK FASTEN WINDOW/DOOR TO PT BUCKS WITH '10 SCREWS 8. O/C MAX AND MAX B' FRO ENDS W/ I" MIN. EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FA57ENM AND 35 P:F RATING) I NAIL INTO 2 NAILS INTO TOPPLATE , TOPPLATE 2X- BL AT MID I6. 0jC. SPACING FOR INT. FRAME QPLAA EVERY STUD d BOTT DOLTS 312" O.0 IB FRAMING & STRAPPING INTERIOR BEARING WALL PRE ENGINEERED WOOD FLOOR TW55 24" O.G. MAX DOUBLE TOP PLATE 2X- BLOCKING AT MIDSPAN - I6" OG. STUD SPACING FOR MT. BRG. FRAME WALL- 2X P.T. BOTTOM PLATE EXPANSION 32' D.C. 32" O.C. \DETAIL: INTERIOR BEARING WA C=:;E' `R,4L NOTE GENERAL : L LIVE LOAD -'-- PROOF:: 20psf FLOOR 40pef STAIR 40p.f 2. WIND SPEED 110mph 36 - 0uete 3. ALL WORK TO BE IN ACCORDANCE WITH THE FB.C. 2001 CHAPTER 16. 4. ONLY WRITTEN CHANGES APPROVED.BY THE ENGINEER SHALL BE PERMITTED. CONCRETE : I. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318 2. MIX DESIGN CRITERIA: ALL CONCRETE TYPE 1 PORTLAND CEMENT. (ASTM C 150) COMPRESSIVE STRENGTH a 28 DAYS SHALL BE 2500 6T FOR 5LA 55 AND FOOTRNCs5 AND 3000 p9T ELSEWHERE (UANJ. MAXIM' WATER-GEMENT RATIO H UIEIGHT FOLLOWS: SPECIFIED NON -AIR AIR COMPRE551VE ENTRAINED ENTRAINED 5TRENGTH(ps1) CONCRETE CONCRETE 2500 Ohl 054 3000 058 OA6 SLUMP -SLAB ON GRADE S. OTHER 5" WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF A5TM C 33. 4. FIBERUMESH FOR SLAB TO BE AT A RATIO O= .15 LBSIYARD. FOUNDATION& - L FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 pef. 2. IF FOOTING ELEVATION OCCURS IN DI5TURBED)NSTABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER 1415 INSTRUCTIONS. 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (I) VERTICAL TO (2) HORIZONTAL. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY: 1. DESIGN, MATERIAL AND WORIQMANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 5301 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 p61 CONCRETE. (8' TO 10" SLUMP) 3. PROVIDE 25" LAP FOR STEEL a ALL LOCATIONS. 4, ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALL$ AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE 5. CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90 (28 DAY STRENGTH 2O00 peU (Nm=1500 peU, LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE 9 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS URO. UJOOD : 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DE51644 SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND SPECIES: SOUTHERN PINE SURFACES DRY USED AT 15% MAX. M. C. GRADE M02 OR SPRUCE PINE FIR SOUTH GRADE NO2 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS or THE SIZE AND TYPE REGOHMEIINDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. (HUGHES CONNECTOR5 OR EQUIVALENT) 6- ALL BOLTS USED FOR WOOD CONSTRUCTION 514ALL BE A MINIMUM OF IR" DIAMETER AND 6" IN LENGTH (ASTM A-301) WITH MIN 1 1Q' DIAM. WASHER UNO. 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINGS SHOWR OR F NOT SHOWN, COMPLY WITH LIMITING STUD HEIGHT5 CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NAILING AS 5140Wy AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION 9. ROOF SHEATHING: 1/1( " 06E3 OR 1/2' CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS 1. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS INSTRUCTIONS. 2_ FOR ANCHOR BOLTS USE FRY HES OR EQUIVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH 8d NAILS AT 4" ON CENTER PRE ENGINEERED WOOD FLOOR TRUS5 a 24" O.C. MAX A-2 TOENAIL FLOOR �'URllSS TO TOP PLATE W/ 16 PENNY NAILS, (2) ON ONE SIDE, 0) ON THE OTHER W/ NO UPLIFT ENGINEERING (w>7 n.-96w sic oo» V.O. BO% 161613 NTNgMR 3GH6F.S. R ]3)16 TM1U9 a NllFR60N VE/ A)619 JUAll N `) VJ w J O Zw �c) g 7W W L W 7 rw V 0 F. ' $5 `$s=� 9 Syg�e F lei ai g`gs OLO CNJ aL= ,tl J 9?Z1 SF LLJ cO $� G PS'3 Hie zn E aII revisions m. en"mly designed by. rd drawn by. dmw design cMdmd by. aww date: Ot-22-O7 sheet S1 Of: y i NOTE: I Vl• SPACN3 CLEAR OF ALL fM15H MATERIALS. II ' HARDWOOD HANDRAI METAL BRACKETS 2X6 BRACING s BRACKET. 0 m O 2X STUD WALL CCNTOMEMBER 2X4 NAIL 5 ROOF TRU55CHIROOF TR05D OR I/1CDX FRAMING SECTION THRU CHIMNEY CH INTERIOR CHIMNEY CH ICD INTERIOR CHIMNEY DETAILS 9 I/V Q 2XI2 TREAD E 1� 1 " NO51NG-s MAX_ IX& RISER BACKINrs TFE'�IET OF TWO RISERS AND ONE TREAD, EXCLUSIVE OF THE PROJECTION OF NOSING, SHALL BE NO LESS THAN 24" NOR EXCEED 25' 1/8' TO 1/2" GAP TYP. 2x12 STAIR 5TRI14GER pETAIL: STAIR TREAD e 24. O.C. 2.4 BLOCKING a EA SIDE (TYP.) \ GABLE E> PE1D.T. a 24" O.C. - OSB SHEATHING FLOOR PLAN I J LL..__ S 2x4 CONTINUOUS 2-2X4— 16. O/C 1/16° 0515 4 TOP PLATE OEA SIDE (TYPJ OR t/2 CD Fff 2-2x4 :� TOP PLATE STUDS III 2X4 STUDS 1/16° OSB I6' OR 112" CDX PROVIDE 2x4 BLOCKING 2X4 DI /� BRACE 2X4 STUDS I',. O/C 2X4 P.T. BOT. PLAT QU J-BOLTS _OC FA. SIDE (TYP.) AS 5HOIN 7 STRAP EA STUD W/-B- HURRICANE_ CLIP TO TOP WALL I BOT. PLATE CI'IU WALL WALL SECTION Q FRONT ELEVATION CHIMNEY DETAIL ECD EXTERIOR CHIMNEY DETAILS CONNECTION N.T.S. 3/4" FLOOR NOTE: SEE FLOOR PLAN FOR TREAD DEPTH O Z 2XI2 w = IXFi d)Qw wl to O � Z 16" WOO TRU55E: 2YD" O.0 2XI2 STRINGER FASTENED o BOTTOM 4 WEDGED 4 TOENAILED INTO 2-2XI0 o TOP 'j'/ wxa a 2X STUD WALL r T I I p T I L: III sPaCUJG qTH RUN 5TA I R 2X MTL TO ALLQU 2X4 STRINGER � 1, 3,-0„ 11„ DR(WALL NJD SCIRT LEDGER PAND IAA I L 3'_3• 2 BoarD INSTauAna+ 2x4 NAILER TO WALL DETAIL: 6TAIR TREAD WALL Irl I!)" DRYWALL rCM FIR SKIRT BOARD y' 2x12 STAIR 2XI2 TREAD— STRINGER UPLIFT 0 OF MTSI6 MN. 10d NAILS MIN.' OF 3/I6° FRGM TPol55 STRAPS TO PEAT. TAPCGNS TO CM MANFACTURER (SIMPSON) (EACN STRAP) (EACH STRAP) 0-131 1 l 4 132-1460 2 1 4 THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTING (U 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS " CONCRESIVE LIQUID LPL OR EQUIVALENT") INTO BOND BEAM AND INTO THE FOOTOdG FOR ALL FILLED CELLS SHOWN ON PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6" MIN. EMBED. AND 3/4"7 HOLE INTO BOTH THE BOND BEAM AND THE FOOTING IF AN 'A" STRAP IS MISPLACED TOP OF BOND BEAM OR F013SOt1EN AFTER THE POURING ,: THE LINTEL BEAM PRE-ENGINEERED AT TOP OF CMU WALL THEN A WOOD TRUSS 19, SIMPSON MT516 CAN BE SUBSTITUTED - - _ _ - - - - - - - - - fOR EACH MISSED 'A- STRAP (TYP. U.ON.) PROVIDE 20 Ga. GALV. PLEASE SECURE EACH MTSI6 STRAP FLASHNG FOR TRUES BOND BEAM W/ FOLLOWING THE ATTACHED TABLE AND TO NT ON (1) 5 CONT. ACCORDING TO THE UPLIFT SHOWN FROM .or1 PROVIDE 25• THE TRUSS MANUFACTURER INSTALL ALL SPLICES (TYP.) TAPCCNS WITH I-1/2, MN. EMBED. LINTEL BENT W/ (I) 5 Cow. CMU WAL FLL.LED DELL lU 5 VERTICAL �-- 8' CMU WALL--� SIMSON MT516 ATTACH TAPCONS EVERY OTHER HOLE NOTE: TAPCONS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANFACTURER'5 RECGCMMENDATIONS MS MISSED "A" STRAP DETAIL EPDXY GROUT '! INTO FOOTING A BEAM OV 6" MIN. OF FOOTER NOTE: EPDXY GLUT SHOULD BE INSTALLED N STRICT ACCORDANCE. WITH THE MANUFACTURER'S REcortENDATIONS. MFC MISSED FILLED CELL DETAIL 24" 5 AT 48' 124•— O.C. PROVIDE (U 5 AT 46" O.C. VERT. AND (2) 5 _ BELOW EA POST LOCATION FILL ALL CELLS WITH 2500 PSI CONC.ALTERNATE HOOKS IN FND. BRACE EXTERIOR SIDE OF WALL DURING S' COMPACTION OF THIS AREA 5 0 48" O.G. 4 SIDE ELEVATION -------------------------------------------------- STAIR AND LANDING [DETAIL I i RIC !i ! / A.r ENGINEERING (407) 774-5 3 FM: (�7) 774-6477 ®�G�y i.0. Box 161613 KTNMME SP S. FL 32716 �'�ON �� a61v SEE PLAF( FOR OST SIZE (1) 5 CONT. (2) SIMPSON T522 (24301-b. max UPLIFT) or (2) HUGHES RT22112 (2930Lb. max UPLIFT) Or EN PROVI DE OPEN GIRDER (2) SEMCO ADS-2 (3412Lb. max UPLIFT). HEAD AT O.C. FOR WEEPS -SLOPING 2x4 POST SEE GRADE AWAY DOUBLET PLAN FOR QUANTITY FROM HOUSE PLATE e'MK F 3' GLR COY. CONT AS SHOUN ALL MBAR (TYP.) .. ..... ... REINING WALL AT PATIO R WP NOTE, BRACE SIDE OF WALL DETAIL for (2)SG SUBSTITUTION ADEQUATELY DURING COMPACTION ror (011 6 GIRDER CONNECTION. FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR 1 DAYS AFTER - ((fi�gg 3/4• . I'-0' JUpg99��ii O PATIO SLAB 15 POIA�D Uiox O ALL U) _l (0 (n J W Q F-- W W W lI- cZ � c C) I— W ►L lit: s; _ Ma =_s Ru -s 6) 'g= F=� C) ge; Lr) I€: N int 11.2 J 2a 2.. W n! -HIS PIS p 1`j] a 11 EBE$ 6 =aE ;s s .T� -till E ESE LLI revisiolrs: a,r aw1 q- n� lY- designed by. N (L drawn byr dmw design checked by aw,v W date: Ot-22-01 sheet //� S2 Of. 4. HANDRAIL TO HAVE A CIRCULAR GROSS SECTION DIAMETER BETWEEN 1 1/2" TO 2", OR TO PROVIDE GROSS SECTION WITH EQUIVALENT O GRA5PA5ILITY PERFORMANCE O(>� REFER TO FLOOR PLAN FOR STAIR Q SECTION SPECIFIC TO TH15 MODEL u SUM OF (2) RISERS = PLUS (1) TREAD MUST 2XI2 STRINGERS AT SIDES d CENTER EQUAL 24" TO 25" OF STAIRS W/ 2X4 SPACER AT 51DEViALL5. ATTACH SPACER TO _ EACH STUD WITH (2)IOd NAILS. Z 3/4" SUB -FLOOR � W m FLOOR TRU55 m 1— 2X8 STAIR LEDGER CONNECTED ii Qr IX RISER TO FLOOR TRUSS WITH IOd NAILS O.G. Z 2XI2 TR A (Pb" ATTACH EACH 2XI2 STRINGER TO III] dJ m LEDGER WITH (2)Ibd NAILS THRU LEDGER INTO STRINGER AND (2)IOd NAILS TOE -NAILED ON EACH SIDE Ft— m ATTA H R15ER TO EACH O XQ 5TRIN ER W/(3)5d NAILS ATTACH TREAD TO EACH STRINGER I^i/ (3)IOd NAILS TOTAL STAIR RUN MI TREAD%�= 11" EXCLU51 E O,♦F�NOSINO AIL TYFIOAL STAIR I�,0N5TRUC T10 l PETAIL N.T.S. JUN 04 �F a= tg e: sag8 59 yy9 c[S gg� O F e'3 to =1h Wa: C) s O$ Bea ;sad [$gF C�aY ya=� c�$ rCVlsifNlS: l.Ic E�evn by. p} o Wr0 designed by. n1 I drawn by Jm design chedaM by. aww date: 01-22-01 sheet S2.1 of: lU .1 p i FIBEf2Cd.ASS SHINGLES OVER 15• FELT OVER 1/16" 0.5B. WOOD TRUSSES STRAPPED AS 514OUN ON TRUSS LAYOUT DQ P.T. OVER U<8 CDR OVER 2X6 3/8" fd2+H. 5AUN PINE SUBPA'CIA OR Ill' EXT. GRADE W/ CONT. ALUM. DRYWALL VENTED SOFFIT SEE FLR PLAN DBL. 2X8 HEADER FOR STRAPPMG FOR 4'-6" MAX. NEP DIrw FOR5? 9 0 3 112" CCNC SLAB MAX OPENING UN.O. W?FI5ERI1ESH OVER 3 V2" CONSLAB C 6 MIL. VAPOR BARRIER W/FIBERME6W ON WOOD POST OVER TREATED WOOD P05T CLEAN. COMPACTED PER FLOOR PLAN COMPACTED FILL PER PLAN FILL W/ MONOLITHIC - WRAPPED W/STUCCO 4 FTa W/ 2 • 5 BARS �'%^'��J _ ®OR®OR® g�E�® PL® (SEE FLOOR PLAN) FOR POST 51ZE GRADE GRADE 2 • 5 REBARS � •. • • •� " THICKENED SLAB AT SCP SECTION ® COVERED PORCH K BEARING PORCH POST Svc, uAN .All GUARDRAIL ELEVATION p i FIBEf2Cd.ASS SHINGLES OVER 15• FELT OVER 1/16" 0.5B. WOOD TRUSSES STRAPPED AS 514OUN ON TRUSS LAYOUT DQ P.T. OVER U<8 CDR OVER 2X6 3/8" fd2+H. 5AUN PINE SUBPA'CIA OR Ill' EXT. GRADE W/ CONT. ALUM. DRYWALL VENTED SOFFIT SEE FLR PLAN DBL. 2X8 HEADER FOR STRAPPMG FOR 4'-6" MAX. NEP DIrw FOR5? 9 0 3 112" CCNC SLAB MAX OPENING UN.O. W?FI5ERI1ESH OVER 3 V2" CONSLAB C 6 MIL. VAPOR BARRIER W/FIBERME6W ON WOOD POST OVER TREATED WOOD P05T CLEAN. COMPACTED PER FLOOR PLAN COMPACTED FILL PER PLAN FILL W/ MONOLITHIC - WRAPPED W/STUCCO 4 FTa W/ 2 • 5 BARS �'%^'��J _ ®OR®OR® g�E�® PL® (SEE FLOOR PLAN) FOR POST 51ZE GRADE GRADE 2 • 5 REBARS � •. • • •� " THICKENED SLAB AT SCP SECTION ® COVERED PORCH K BEARING PORCH POST Svc, uAN .All GUARDRAIL ELEVATION 2X4 BLOCKING - 24'0r-. ROOF P ROOF TRUSS (TYP. LATERAL SUPPORT s TOP OF FRAME WALL PERO TRUSS LAYOUTTRUSS C27 12d NAILS TO ROOF TRUSSES) G B 2-2XI0 UNLESS CTYP') (7) 12d NAILS (TYP.) OTHERWISE NOTED IR" DRYWALL 2 - 2X TOP PLATE ON FLOOR PLAN W/ `Q' 32` O/C Vl` DRYWALL R-11 BATT INSULATION TYPICAL 5tUCC0 2- D STRAP TIES O 1/8" STUCCO OVER METAL LATH FINISH (ALTERNATE R/5 CEDAR FINISH) (ONE EACH SIDE) OVER 15• FELT OVER OSB. s TOP OF FRAME WALL 2X STUDS 16' O/C OD POST PER FLOOR PLAN 2X BOTT. PLATE W/ I!l"X8' AB. 32" O/G AND "Q" 32' O/c CONC. SLAB-. �� FLOOR FLAW INTERIOR - - --- PORCH EPP ELEVATION 0 REAR PORCH POST MONOLITHIC DETAILS SIMILAR WOOD BALUSTER W/ DEC. WOOD RAIL ABOVE THAT MEETS GRASPABILITY CODE RAIL C. FIR CAf NEWELL H ' IXI2 C. FIR TRIMrt, 5KIRTBOAPD — �CNSIDE) STAIR CON5TRIMPERIA BEYOND WALL NEWELL PC NB BRACING AT NON —LOAD BRG. EXTERIOR WALL DETAIL 2X6 HANDRAIL W/PLOWED RAIL CAP ABOVE THAT MEETS GRA5PABILITY CODE 2X2 BALU57ER--i�i�5 f V IX12 G. FIR SKIRtBOARD ,'HANDRAIL OVER) WOOD RAIL n � ELITE G. FIR SIGIRt f= STAIR CONSTR. # , PAST WALL P S T A I R R A 1 L S Q S T A I R R A I L S `ENGINEERING (a 7) Tu-s F, . (407) 774-64n P.o. 60% 161613 AX-OKFE SPPSCS, IL 3V16 DETAIL @ HANDRAIL T0W1S y "'DERV FEJ 11812 2 0� O� IL n/ II-- U co IL 11 O 0.;. J J WW M 0 EYB m f<< Q NLu S `o a 2ggpp (� Qi 13 O 11151q GgtI LU jazz s$Fl a Q Hls revisions: Gab an.� n�n CL O DT. N HEMdesiglred by 1r design checked ey. a date: 01-22-01 sheet: S3 JUN0421 of: jr-1 - PSANF�oRo BUILDING De" LANS'';- ACcepTE F AND CONDMONALLy CONSTRUE A ..7) To E3�� ' — 'Et-I'AIT 1 F 'zSUED SHALL qE- THEW AN, CANCE:i AS A 0 PROCEED WITH Ty TO VIOLATE PROvjs;jS.I. -'I�I ISSUA. .. ANY or -rHW AL -- A NOR SHALL DEPT F r n F1 TION . - _1 — HE: BUILDING ur OR 0 THER P LA 1,jS, ING A CORREC- -riNS OF THE CODES, CONSTRUCTIOpj