Loading...
HomeMy WebLinkAbout105 Bristol Forest Trl 03-1653 New SFHtj 01 SUBDIVISIO En PERMIT ADDRESS PERMIT # DATE CONTRACTOR Centex Homes PERMIT DESCRIPTION ADDRESS -ve., -Ste 2000 -38-5--Douglas� A Altamonte Springs, FL 32714 PERMIT VALUATION 407-661­2176- SQUARE FOOTAGE CGC 049689 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR If MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 105 BRISTOL FOREST TR for which permit 03-00001653 has heretofore been issued on 5/01/03 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 �, \p� complies with all the building, plumbing,_e ectric9l, zorging and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATR APPROVAT, BUILDING: Finaled ZONING: Inspected UTILITIES: FIRE: Inspected Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage `� Q Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs � � , cS� � Lights Storm Sewer Driveway Street Work FRRq PATn DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 5/20/03 01-APPLCTN FEE -BUILDING 5/01/03 01-APPLCTN FEE -MECHANIC 5/28/03 01-APPLCTN FEE -PLUMBING 5/08/03 02-ENGNG DEVLPMT FEES 5/01/03 01-FIRE IMPACT - RESIDENT 5/01/03 01-LIBRARY IMPACT FEE 5/01/03 01-OPEN SPACE 5/01/03 DATE APPROVAL Pl'uCelli illM 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 105 BRISTOL FOREST TR for which permit 03-00001653 has heretofore been issued on 5/01/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-PLAN ALTERATIONS 5/09/03 35.00 01-POLICE IMPACT - RESID 5/01/03 91.93 01-RADON GAS TAX FEE 5/01/03 11.90 01-ROAD IMPACT FEES 5/01/03 847.00 01-RECOVERY FD/CERT. PGM. 5/01/03 11.91 01-SCHOOL IMPACT FEE 5/01/03 1384.00 WD IMPACT:SINGLE FAMILY 5/01/03 650.00 SD IMPACT:SINGLE FAMILY 5/01/03 1700.00 OWNER BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY v REQUEST FOR FIN .INSPECTI.ON **** SINGLE, FAMILY RESIDENCE"" DATE: `-1- PERMIT '#: r \3 ADDRESS: b 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. ngineerin o-[]Fire OPublic Works []Zoning A OUtilities OLicensing C\ +' CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCAT,E OF OCCUPANCY w)o' 3 18 CAD REQUEST FOR FINAL INSPECT'ION 77a- **** SINGLE FAMILY RESIDENCE DATE:1_ � -C) „y PERMIT W: ADDRESS: d CONTRACTOR: PHONE #: tA C�� ���� rj F� 0 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Fire {� I e1tl� � ublic Works ()31eo1)rA0)3 ❑Zoning (� ,❑Utilities ❑Licensing (1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE:1 c) - PERMIT ADDRESS: \C) CONTRACTOR: PHONE #: r The building division has prepared a Certificate. of Occupa*ncy 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. OE nginieering OFire Opublic Wofy' 0 Zoning �A\ OLicensing V CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 `NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002. ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A • PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 105 BRISTOL FOREST TRAIL CITY STATE ZIP CODE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 90, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.#N' or ##.Wiffi) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION fSEMINO EOCOUNTY 120294 COMMUNITY NUMBER . I SEMINOLLE NAME I FLORIDAE B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202940035 E 4117195 4117/95 X NIA 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile E FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ❑ NGVD 1929 E NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' E Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used For the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum • Conversion/Comments - L Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes E No o a) Top of bottom floor (induding basement or enclosure) 13. 9 ft.(m) ca o b) Top of next higher floor N/A. ft.(m) U' o c) Bottom of lowest horizontal structural member (V zones only) NIA, ft.(m) o o (`!� o d) Attached garage (top of slab) 13. 7 ft.(m) E 1 ; ) UJ o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 13.7 ft.(m) E ,� r 0 0 Lowest adjacent (finished) grade (LAG) 11.6 ft.(m) 2.0 o g) Highest adjacent (finished) grade (HAG) 14. 2 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft, above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP GODS 320 E. SOUTH SAEATI n �TE.12t01 . A , AA ORLANDO FL 32801 SIGNATURE DATE 7/28103 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 105 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number FL ! SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; 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 — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is _ ft.(m) in,(cm) ❑ above or El Wow (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable 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. 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 FEMA Form 81-31, JUL 00 I__ .-- -------- --- -- .- Check here if attachments REPLACES ALL PREVIOUS EDITIONS FLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 90, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I~ I:D O U N W IOf U r = 30' W GRAPHIC SCALE Z o Is 3o O BRISTOL FOREST TRAIL - I� 50' RIGHT-OF-WAY W - - Y N89'58'19"E - _ ` ' 33$.42 - 200.42' - 135.06 J� - PI - CENTERLINE OF I RIGHT-OF-WAY I ; IQ� N89-58'19"E 50.00 z - WALK IS 0.5' OFF -:4'^.S%'..,::�':�''.r.;:,L ._.- `': �: •._:.: WALK IS 0.6 OFF .�.9,16.0' ;'.10' UTILITY EASEMENT t9 I I Ul I I 3 Lc- 5.0'5.0' 1.3NCRETE''IVEWAY''. ..�9.3..- /%tea a COVERED 5.3 ENTRY U a z z W �Oo � � o O O CONCCRETETBLOCK w LOT 89 oui o RESIDENCE ,�.. FINISH FLOOR o z p0 pn1 LOT 91 QN w - ELEVATION=13.90 fir' Z� a } z w o a � N NOTE: 5.0' 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). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE. SET/FOUND ON 07-24-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 90 BEING N 89'58'19" E PER PLAT. (FIELD DATE:) 5/01/03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM ASM39704 FINAL 07-24-03 CKB JOB N0. _ ORMBOARD 05-13-03 CKE DRAWN BY: PLOT PLAN 03-17-03 CK8 40.0' z 6.7' i v' a o I nN� "D,tea i LOT 90 6.250 SO.FT.t I --� 5' DRAINAGE & UTILITY EASEMENT S89'58'19"W 50.00' , LOT 93A LEGEND — . — . — . — BUILDING SETBACK LINE �° FND NAIL AND DISC — CENTERLINE LB #68 (07/24/03) — — RIGHT OF WAY LINE SET 1/2" IRON ROD AND CAP l EXISTING ELEVATION O . LB #6393 (07/24/03) CNA CORNER NOT ACCESSIBLE CONCRETE 0 DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE 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 FND FOUND' TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8a6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 HEREBY CERTIFY, THAT THIS BOUNDARY, JBJECT TO THE SURVEYOR'S NOTES DNTAINED HEREON MEETS THE APPLICABLE 41NIMUM TECHNICAL STANDARDS" SET FORTH Y THE FLORIDA BOARD OF PROFESSIONAL JRVEYORS AND MAPPERS IN CHAPTER G17-6, FLORIDA ADMINISTRATIVE CODE JRSUANT TO CHAPTER 472.027, FLORIDA FA TU TES. 7-3o-d3 (IV �)dffi FOR + THE FIRM AM R. M CATELLO JR. PSM#49 8 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 90, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA I~ I:D O U U) W I� rRAPHIC U SCALE z BRISTOL FOREST TRAIL 0 15 30 O - - . 50' RIGHT-OF-WAY - IU) W — � PI^ Y N89'58'19"E— 5 42' _ , 33. ___(I�/ �_\ 200.42' i 135.00' CENTERLINE OF,.i� Y I RIGHT-OF-WAY ,Qp - I0 Iwp N89'58'19"E 50.00 1 Z WALK - WALK, IS 0.5' OFF,.•..4'..S7W':.:.::`.;r;.i'�....,•.. ;,.. ,,, Is 0.6' OFF UTILITY EASEMENT 8 I. I N •`CONCRETE'..,. I - . ... I DRIVEWAY t 2• n t 5.0. COVERED 5.3 d X�a ENTRY nV Q ~ Z W _ ^ �} O _ ONE STORY a —O O ' - O CONCRETE BLOCK LOT 89 oui o RESIDENCE FINISH FLOOR o r ptl� ocv LOT 91 w ELEVATION=13.90 , Q`'- O o U) ,.Z. w r t: J a w a Z NOTE: 5.0' O Z a - 40.0 0 5.0' THE FINISHED FLOOR ELEVATION OF THIS. W p1 `CP• STRUCTURE MEETS OR EXCEEDS THE z THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). \ is CERTIFIED TO AND FOR THE LOT 90 EXCLUSIVE USE OF: 6.250 SO.FT.t COMMERCE TITLE COMPANY --------------------� - COMMERCE TITLE INSURANCE COMPANY - 5' DRAINAGE & UTILITY EASEMENT CTX MORTGAGE COMPANY, LLC - -------------- S89*58'19"W 50.00' --------------- c. �A NOTE: LOT 93 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN. FIELD VERIFIED AND ANY - INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY. BUILDING SETBACK LINE 0 {ND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE — CENTERLINE LB #68 (07/24/03) SET/FOUND ON 07-24-03, UNLESS OTHERWISE — — RIGHT OF WAY LINE SET 1/2" IRON ROD AND CAP .- EXISTING ELEVATION O LB #6393 (07/24/03) ,SHOWN. 0 CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE &- DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY LS LAND SURVEYOR C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE. PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P)' PER PLAT - PRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) MEASURED PT DENOTES POINT OF TANGENCY LOCATED EXCEPT AS SHOWN. FIND FOUND' CONCRETE WALK TYP A/C TYPICALC/W AIR CONDITIONER - S/W SIDEWALK CBW CONCRETE BLOCK WALL - - 5. NOT VALID WITHOUT THE SIGNATURE AND THE CP CONCRETE PAD RP RADIUS POINT ORIGINAL RAISED SEAL OF A FLORIDA LICENSED c5 CHORD LENGTHS ID U LINE OVERHEAD IDENTIFICATION SURVEYOR AND MAPPER. _ PK PARKER KALON POL POINT ON LINE R RADIUS Pnr. POINT OF r.URVF PCC POINT OF COMPOUND 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 SUBJECT TO THE SURVEYOR'S NOTES THE SUBJECT -PROPERTY APPEARS TO LIE IN ZONE X, ;.r^� CONTAINED HEREON 'MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLANE "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED 'ON SEMINOLE COUNTY -, - BY THE FLORIDA BOARD OF .PROFESSIONAL VERTICAL CONTROL AS FURNISHED. - ;.,; SURVEYORS SAND MAPPERS IN CHAPTER BEARINGS SHOWN "HEREON ARE BASED ON ,. 51G17-6, FLORIDA ADMINISTRATIVE CODE THE NORTH LINE OF LOT 90 PURSUANT TO CHAPTER 472.027, FLORIDA BEING N 89'58'19" E PER PLAT. STATUTES. (FIELD DATE:) 5/01/03 7�30" REVISED: r Cl� SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM39704 FINAL 07-24-03 CKB ORMBOARD 05-13-03 CKB AMERICAN CERTIFICATION SURVEYING & MAPPING - ' FOR THE FIRM OF AUTHORIZATION NUMBER L8#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA DRAWN BY: PLOT PLAN 03-17-03 CKB 32801 a07{407 ) 426-7979 ILLIAM R. M CATELLO JR. PSM#49 8 oarE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 90, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA F- I = O U H LJ I� U 1 . = 30' L� 1 chAPl{Ic SCALE z0 BRISTOL FOREST TRAIL 0 1.5 30 50' RIGHT-OF-WAY N89'58'19"E ` _335.42T_ 200.42' , 135.00' CENTERLINE I RIGHT-OF-WAY N89'58'19" E, 50,00 z WALK IS 0.5' OFF' . . WALK IS F4-�'F ��� •',16.0"'10' UTILITY EASEMENT V, I I I .'_CONCRETE'. I - - I .'DRIVEWAY:...:.:!.. 5.0' r: o t .3 5.0' 19:3 0 ' COVERED 5.3 �- xa ENTRY MV - z a z w - Boa w o N O - O CONCRETEBLOCKW 'r 0U-) LOT 89 0u� o RESIDENCE FINISH FLOOR oo O� LOT 91 - ZD N w - ELEVATION=13.90 , j O - O� ul � a z t: Q J z j. Q w O O Q 0 NOTE: 5.0' 40.0' .;.. 5.0' THE FINISHED FLOOR ELEVATION OF THIS ; rn o ; STRUCTURE MEETS OR EXCEEDS THE Z 6•7' c, THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE LOT 90 1 EXCLUSIVE USE OF: 6.250 SO.FT.t I COMMERCE TITLE COMPANY - --------------------� COMMERCE TITLE INSURANCE COMPANY - 5' DRAINAGE & UTILITY EASEMENT - CTX MORTGAGE COMPANY. LLC-------------- , . S89'58 19' W 50.00 - k NOTE: LOT 93 1. ALL DIRECTIONS AND DISTANCES HAVE .BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY. _ . _ . _ . _ BUILDING SETBACK LINE FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE CENTERLINE Z� LB #68 (07/24/03.) SET/FOUND ON 07-24-03, UNLESS OTHERWISE — - RIGHT OF WAY LINE SET 1/2" IRON ROD AND CAP O SHOWN. EXISTING ELEVATION LB #6393 (07/24/03) CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE CONCRETE o DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY LS LAND SURVEYOR C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE _ PI DENOTES POINT. OF INTERSECTION - - (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) MEASURED PT DENOTES POINT OF TANGENCY TYP TYPICAL LOCATED EXCEPT AS SHOWN. FND FOUND' C/W CONCRETE WALK A/C AIR CONDITIONER 5/W SIDEWALK CBW CONCRETE BLOCK WALL - 5. NOT VALID WITHOUT THE SIGNATURE AND THE - CP CONCRETE PAD CS CONCRETE SLAB RP RADIUS POINT CHU OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH ID IDENTIFICATION SURVEYOR AND MAPPER. - - PK PARKER KALON R RADIUS Pnr. POINT OF rllRVF POL POINT ON LINE - PCC POINT OF COMPOUND 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 SUBJECT TO THE SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, ;_ ;5 CONTAINED HEREON MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLANE "MINIMUM TECHNICALSTANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY v` BY THE FLORIDA BOARD bF PROFESSIONAL VERTICAL CONTROL AS FURNISHED. - SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE BEARINGS SHOWN HEREON ARE BASED ON = TO CHAPTER 472.027, FLORIDA THE NORTH LINE OF LOT 90.4 PURSUANT BEING N 89'58'19" E PER PLAT. K+= r' *11 STATUTES. V$.,•x 7 �j (FIELD DATE:) 5/01/03 REVISED: n.. I ✓O�� SCALE: 1 = 30 FEET APPROVED BY: WRM FOR AMERICAN SURVEYING & MAPPING ASM39704 FINAL 07-24-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 • THE JOB N0. ORMBOARD 05-13-03 CKB 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA DRAWN BY: PLOT PLAN 03-17-03 CKB 32801 (407) 426-7979 ILI R. M CATELLO JR. PSM//49 8 DATE PLATOF SURVEY DESCRIPTION: (AS FURNISHED) LOT 90, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA H �Z) O U H W IX U 1" - 30' - W GRAPHIC SCALE - 0 BRISTOL FOREST TRAIL 0 15 30 N I� 50' RIGHT-OF-WAY " m w1`6ti /I N89'58'19"E _ 335.42' 200.42' -\ 135.00' — —. .PI IY/ I CENTERLINE OFy �--' RIGHT-OF-WAY IoP N89'58'19"E 50.00-1 Z . WALK Is 0.5' OFF. .'...4 :ST-W'...^�;: L':'::.• ; .;.'...,. WALK IS 0.6' OFF UTILITY EASEMENT N ' DRIVEWAY:.. 5.0' 0 13.3 5.0' COVERED 5.3 ENTRY J Q W- Ld ^ Q �O. - d-O ONE STORY w " - - O CONCRETE BLOCK r - LOT 89 oLri o RESIDENCE FINISH FLOOR o P1n LOT 91 ELEVATION=13.90 Q(V O `— � p Q V) Z. w a . - t f2 p a Z < NOTE: 5.0' Z 40.0' - 5.0' THE FINISHED FLOOR ELEVATION OF THIS W CP STRUCTURE MEETS OR EXCEEDS THE Z 6.7' THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). p \ CERTIFIED TO AND FOR THE LOT 90 EXCLUSIVE USE OF: 6,250 SO.FT.t 'COMMERCE TITLE COMPANY - --------------------3 - COMMERCE TITLE INSURANCE COMPANY 5' DRAINAGE & UTILITY EASEMENT - CTX MORTGAGE COMPANY, LLC.-------------- , „ S89'5819 W 50.00, --------------- - - �. NOTE: LOT 93 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY. ' — . . . — BUILDING SETBACK LINE FND NAILANDDISC 2. PROPERTY CORNERS SHOWN HEREON WERE — CENTERLINE LB #68 (07/24/03) SET/FOUND ON 07-24-03, UNLESS OTHERWISE — — RIGHT OF WAY LINE SET 1/2" IRON ROD AND CAP SHOWN. - l EXISTING ELEVATION _ 0 : LB #6393 (07/24/03) 0 CONCRETE CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE A � DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY LS " LAND SURVEYOR C.B., DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE _ - PCP PERMANENT "CONTROL POINT (P) PER PLAT PI DENOTES POINT OF INTERSECTION PRC. DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) MEASURED PT DENOTES PDINT OF TANGENCY - LOCATED EXCEPT AS SHOWN' FIND FOUND' C/W CONCRETE WALK TYP TYPICAL. A/C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL 5. NOT VALID WITHOUT THE SIGNATURE AND THE CP CONCRETE PAD RP RADIUS POINT ORIGINAL RAISED SEAL OF A FLORIDA LICENSED cs CHo DETE LENGTHB DHU DENRTIIFICATIONuiY LINE SURVEYOR AND MAPPER. PK PARKER KALON POL POINT ON LINE - R RADIUS PCC POINT OF COMPOUND CURVE 'I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL ,.I^ - I HEREBY CERTIFY, THAT THIS BOUNDARY, NO 120294 0035 E DATED 4/17/95 AND FOUND SUBJECT TO THE SURVEYO,R'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, .- :n F§ CONTAINED HEREON MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLANE "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BY THE FLORIDA BOARD OF PROFESSIONAL VERTICAL CONTROL AS FURNISHED. SURVEYORS AND MAPPERS IN CHAPTER BEARINGS SHOWN HEREON ARE BASED ON 611317-6, FLORIDA ADMINISTRATIVE CODE THE NORTH LINE OF LOT 90 URSUANT TO CHAPTER 472.027, FLORIDA BEING N 89'58'19" E PER PLAT. STATUTES. (FIELD DATE:) 5/Ot/03 Q 'jam REVISED: SCALE: I" = 30 FEET 7 n 1 � "A APPROVED BY: WRM ASM39704 FINAL 07-24-03 CKB JOB NO.-ORMBOARD 05-13-03 CKB DRAWN BY: PLOT PLAN 03-17-03 CKB 3ZU LA51 JVUIH SIRLLI, SUIIL IbU ORLANDO, FLORIDA 32801 (407) 426-7979 FOR THE 1 FIRM ILLIAM R. M CATELLO JR. PSM#49 B DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 90, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF .THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA I~ I� O U I— W IOf U 1 = 30' W GRAPHIC SCALE Z BRISTOL FOREST TRAIL 0 - 15 30 _ Q 50' RIGHT-OF-WAY I } W , — — vz� 335.42_ J200.42' j 135.00' CENTERLINE OF-y I RIGHT-OF-WAY I 3 lop 1-p 0. 50.00 I Z - WALK IS 0.5' OFF _N89'58'19"E •'•a4�';?%j.'.,:+:::::.:.::..:..:.:r ::'. 1. •_..:� WALK IS 0.6' OFF �.�� •..516.0":a10' UTILITY EASEMENT .. I � I I - , 3 I .'DRIVEWAY,:::..... 5.0' i. 2' r 419.3 o 5.0' .3 COVERED 5.3 :a ENTRY U Q z W ^ E w 'to �:O ONE STORY- a O CONCRETE BLOCK - LOT 89 oLri o RESIDENCE r N FINISH FLOOR = p� LOT 91 �N w o0 ELEVATION=13.90 j ON O� - O N a U) Z w } a u 0 z a W n 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). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY 5.0' 40.0' rn5.0' y a 6.7' o , I �c� �.•5� ,`gip 1 I CTX MORTGAGE COMPANY, LLC------------ NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 07-24-03, UNLESS OTHERWISE SHOWN.' 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE' OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 90 BEING N 89'58'19" E PER PLAT. (FIELD DATE:) 5/01/03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM ASM39704 FINAL 07-24-03 CKB J08 N0. ORMBOARD 05-13-03 CKE DRAWN BY: PLOT PLAN 03-17-03 CKB ,, LOT 90 6.250 SO.FT.t I ____________________J 5' DRAINAGE & UTILITY EASEMENT --------------- S89'58'19"W 50.00' , LOT 93 A LEGEND — — BUILDING SETBACK LINE FND NAIL AND DISC �° — — CENTERLINE _ - LB #68 (07/24/03) - - — — RIGHT OF WAY LINE SET 1/2" IRON ROD AND CAP EXISTING ELEVATION 0 LB #6393 (07/24/03) CNA. CORNER NOT ACCESSIBLE CONCRETE ,n, DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING FIRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE 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 FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT _ CS CONCRETE SLAB - OHU OVERHEAD UTILITY LINE C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON POL POINT ON LINE R P.,. RADIUS PONT OF IURVF PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 7-30�3 AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 FOR R, P (,THE FIRM A R. M CATELLO JR. PSM#49 8 DATE 5-06-203 12:52PM FROM CITY OF BANFORD PERMIT APPLICATION Permit p : �J`` Date: Job Address: Description of Work:ce- Historic District; Zoning: Value of Work. S Permit Type: Building Electrical X Mechanical Plumbing,_ FircSpnnkler/Alarm Pogl _ EleLirical: New Service — # of AMPS "• �V Addition/Altera6on Change of Service Tempotttry Polc _ Mechanical' Residential Non -Residential Replacement New (Duct Layout & Fnergy Q1 Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines P1umbIn0ew Residential: #of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: _ # of Stories: is of Dwelling Units: _ ..__ Flood Lone: (FEMA form required for uiucr t„a , X) i'ercei rf (A(Tach Proofof Owncrahip & Legal Description) O-UM game & Address: Centex Homes 385 Douglas Ave.. Suite 2000 Alt-amonte Springs,2714 Phone: 407-661-2150 _ ContcactorNamc&Address: Approved Electric Co, of Florida 4874 S. Orange Ave. _ _Orlando, FL 32806 State License :Number; EC0002494 Pnone Z Fac: Fax 407-851-1226 _ Contact Person:John Findlay Phonc: 407-851-1220 Ron', .- Company: —. ArGlti(lt'✓En^inter- A,Cl(;3i. Phone: ;ppiieVt n :s hacby trade to obtain a permit to do the work and inslalla6=5 as indicated. I certify that no work or installation has commrncec! pn;:, ;,c iss.iancc CC a permit and that all work will be performed to mnect standards of all laws regulating construction in this jurisdiction. I understand that a scpardtc p� ,;i mus;'oc secured for ELECTRJCAL WORK, PLUMBING, SIGNS, WELDS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR'77,�,(%ITlONc2S, ctc. OWNER'S Af'FIDAV rT: I ocnify that all ofthc foregoing information is accurate and that all work will be done in compliance with all appkr able iu, .•: , r:I "14nrp, conspvcaon and zoning, WARNING TO OWNER: YOUR FAILURH TO RECORD A NOTICE OF COMMENCEMENT MAY RP-SUI:r IN `; ( UP. l•:, YL�:k3 7',VlCE FOR DA-PROVSMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ', 0kNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, ,NOTICE: to addition to she rcquirernertts of this permit, there maybe additional restrictions applicable to this property that rrta found in the public rrcoros of s cwn!y, anti there may be additional permits required from other governmental entities such as water manageme cts, slatc'ugencics, or rcoe, �l armc;cs /%cc-p'ac,c o; permit is verification that 1 writ notify the uwner of the progeny of the requiremen S:gnaiufc o(Owner/Agent Date :ice Owner/Agent's Name S:;',a;urC or Notary -Stale of f lbnd;l Dare ,trf�sgcnl is Pcrsonalh \nolIn to Mc or Yrnducal IL) -- — n!'I'ItO�'k1) f3Y: Old Initial & I.)u(c} ^ of —\) —l'T--O& Datc Charles Cannon __ .._.. Print Contractor A9Cnl'S Name i�-40 S;gt awrc of t'n� y-$late o Fion7 �1�r PUS PATRICIA A. KADLAC e MY COMIYISSION U3 Qi32UG C'omraclnr/Arc.:,s Persona;: Known !u � oFFtoQP EXPIRES: March2E,2WS 1.800-3-NOTARY FL Nomy Scnlee 3 Rond rig, Inc. (Initial fi Uatcl (luiliol K (>atcl (lint 31 J :: GITY OF..SANFORD PERMIT APPLICATION rr� Permit # : Job Address: Description of Work: -.11� C g Historic District: Zoning: ® Value of Work: $ J 0 co" Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Po41. Electrical: New Service — # of jMPS Addition/Alteration Change of Service Temporb]y Pole Mechanical! Residential / Non -Residential Replacement New (Duct Layout & Energy Cal�z Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential/ Commercial Industrial Total Square Footage:_ -__— Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required, For oth::er cbmi X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. Address: (Attach Proof of Ownership & Legal Description) Phone: License Numberwi LL,, L&Y& Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comn-ienced prior to ti,e 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 do ie in co liancewith''ail'applicabir, laws re,I itlating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF CO NC NT MAY RESULT JN Y 0 f JTK )'A ND—,IG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FIN CING, ON T 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 restricti s a licabl t is 9 P Y pp p petty that ma a ound to the public records- of this county, and there may be additional permits required from other governmental en es such as gement dis i ts, s e agencies, of fe-dera.l agencies. Acceptance of permit is verification that 1 %till notify the owner of the property the requir is of da Li w, FS 71 Signature of Owner/Agent Date ature of Connctor/Agent Date ROBEKT G. DELLO RUSSO Print Owner/Agent's Name Pr, t Contractor Agent's Name Signature of Notary -State of Florida Date Signature of No_n-State oflorida Date Owner/Agent is _ Personall% �nown to Me or Contractor/Age-.: is V Personahv Known to Me or Produced iD Produce' :D APPLICATION APPROVED BY: Bldg: Zoning: L:.:::a: FD: Initial & Date) (Initial & Date) (Initial & Date) Iriitia ICI Da, Special Conditions: coS"P'?�'•,, MIRINDAC.TURNER J .•IX, EXPIRES: June 14, 2007 of ,, x Bonded Thru Notary Public Underwriters COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75462 103 BUILDING PERMIT NUMBER: __ (CITY) COUNTY NUMBER: UNIT ADDRESS: 10. BRISlOLAWSTAP8IL---_----__-----------------'----------------' TRAFFIC ZONE: JURISDICTION: TWPx l�R@G: �O P�RCEL: SUBDIVISION:pRESTITIM.PT_IAXE_��'___ TRACTx ___________________ OWNER NAME: {E0TZXBOME3 ADDRESS: APPLICANT NAME: --'----�A��-��'�I����-----'-----'-----------------------------'�---' LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction ___________________________________________________________ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -------------------------------------------------------- -ARTERIAL8 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 $ 1,384.0O AMOUNT DUE $ 2,185.00 STATEMENT RECEIVED BY: (PLEASE PRINT NAME) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ****~ DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY | **NOlE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH A�E 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 REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3OO NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF lHE HOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION i Permit No.:I� "1 iP Date: (Zv Job Address: l0 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: X, /_ Value of Work: $ J (0 Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: ' 22-19-30-502-0000- ® ?e 0 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE. , STE. #2000, ALTAMONTE SPRINGS, FL 327141. 40J-661-?176 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:wrth 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. NO'1 IC:E: 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. AJAR 611003 Signature of OwnMgNnt MAR 65,2903 Signature of Co tractor/Agent Date PAT KNIGHT Pr'-t Owner/Agent's N e MAR 2 6 2003 gnature of Notary-S 0- of Flonda Date KIMBERL.Y A. BROWN P Y COMr.11�91CN 0 CD 098590 G1 rch 2.9, 2004 "F do kc Bonded Tiiru iNJu.:ry Public Underwrites Owner/Agent is XX ersonally Known to Me or Produced ID APPLICATION APPROVED BY: Special Conditions: PAT �KNIGHT P ink t.Contractor/ rAN \ � MAR 2 6 2003 y to poFlori Date MB, .RLY A. BROWN I!IY 01f 11,'118SlON # 00 PJ98590 ExpiRES: Mar(:) � 9, 2004 Bonded r 'i Notan, Public Underwriters Aer Contractor/Agent is XX Personally Known to Me or Produced ID �__. Date: ° {€i" i ''�.i"T•+:�"M[45iFY''tA .: ry t "SrT fi"y+"r Y i,"N i ia'C`r`i 'i'-'"tin` 'mot t t rtk -3 I CITY. OFSANFORD'PERMTT-APPLICATION .. Permit #: Date: ;;. Job Address:a*k 9a /os ee 1'14G rreS 7h i L 3 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 Ca1F. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines I Plumbing/New Residential: # of Waler 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 required for other than X) Parcel #: (Attach Proof of Ownership &Legal Description) Owners Name & Address: ee.,_4,_ (— Phone: Contractor Name &'Address: 7/Y.4,Q/ /° L 6 .-T o State License Number: C �� c `!oe!_D� % 6 O p Phone & Fax: i� z 3 J % �] i x S % 6 Z— Contact Person: e u1C Phone: 71 t7 ` 3� 8 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced pti:or 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 lakes rt f(lJ tmg construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN `i: OU):2 Pit YING 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 record; 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 %%ill notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is Personall\ known to Vle or Produced ID APPLICA PION APPROVED BY: Bldg: (Initial & [.)ate) Special. Conditions: Name Date�ry$Q�j�SgC�rU111{IIT1 Cate =?°Commission#DD163723 Q Expires: Dec 20, 2005 �'� Bonded Thrg C'ontraci' kM t��-: is I ��o�vpnptto Me or —KProduce :D aZ l�"L7r zz",d Zoning: ull. 1eS: (Initial & Date) (Initial & Date) FD:� (Initial & Dat: JACI(IE CAINES "AR Notary public State of Florida My Commission Expires Jail 21, W4( Commission # CC891727 . P , . This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOL,E STATE OF FLORIDA COUNTY OF ORANGE 111111111111111111 oil U 1111111111 all I1 111 1a DI it 1111111 all Hall MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04761 PG 1585 CLERK'S # 2003052904 RECORDED 03/28/2003 llt57126 AM RECORDING FEES 6.00 RECORDED BY L,McKinley THE UN13ERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT \ ?0 _,RRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST 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 iri Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specif ed) Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 28D DOUGLAS AVENUE SUITE 2000, ALTAMONTB SPRINOS, FLORIDA 32714 TIM FOREGOING INSTRUMENT WAS ACKNOWLEDOED BEFORE ME THIS MAR 2 6 2003 BY DEBRA A . RIGOS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NBVADA CORPORATION WS 2728 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. 11 ��►R 203 NOTARY PUBLIC fa COP: - NNE MOREL CIRCUIT COURR COUNTY. RORIIM CENTEX HOMES 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) 661-2150 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 s the basis for the issuance of Permit No. for the following work: LOT �O 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 'yov Ho r � o 0 s at 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: Sy 7 ignature tinted I Typed Rame STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (Owner) Signature PATRICK J. KNIGHT Printed 1 Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this MAR 2 6 2003day 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. 590 My Commission Expires: � NaX r I X of I n City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat_ d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing - interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed_ Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: / 1. Garages/Carports sq. ft. 2. Porches/Entries o2 sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. 5. 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. e_ Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penaltX under city ordinances. o � Date LIAR 2,6 2003 Owner/Agent Signature Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL - ��kai'tl `` ,.gyp a ➢✓ i a �. vim, iW„{i' 9�, —' oil. _. �- 1 ..,-. .. `�IIi"".�.�, ,;;, ..., <1 iA V � .. I lot Fin't St. 'antord 1,1. 32771 4 ll= k 4 : 403fi6.&-751116 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- S3-SANFORD WATERFRONT Parcel Id: Tax District: Number of Buildings: 0 0900 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $1300 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market 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 90 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1000 13,680-00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole county title?PARCEL=221930502000M... 3/26/2003 s 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 J. KNIG T CGC049689 LOT STATE OF FLORIDA COUNTY OF SEMINOLE The forego i� t u ent was acknowledged before me this 7 oo by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. d KINIBERLY A BROWN i NOTARY PUBLIC � � '�"Cl,inth�14 uP�g'tr,o5'�590 v ? X IRFS Mai h 29, 2M4 n(� 13arner� iu Vci ryPihc-�nctev,nters SRMtI � � KITCHEN A SCALE- \ U A34 S 0 KITCHEN C SCALE- 114"=I'-0" �6 LIGNT STRIP Ai CPT. VANITY' a � i 1 9 i \ O BATH E SCALE- 1/4"=1'-C° INTERIOR ELEVATIONS 0 S 9 B M KITCHEN B SCALE- I/4"=I'-0" BATH P SCALE- 1/4"=1'-0" MISG. OPTIONS OPTIONAL AC LOCATIM X II° (2) 25SH (+21/ -28) EGRESS .M =1476 e M. BEDROOM a' FLAT ry m N Z i3' I1'-6 1/2" � I BEDROOM 2 V FLATi- Vl Y I D ry N TN/ rry / "II IT N N = N rLJNN. O w N II'-21/2" 4LL 9TFGLNRAL u)OC� NEnDE it TO BE DOUBLE ]" %'^�" UNLE99 NOTED OTNERl £E I lI NOTE: SEE FOUNDS\iIDN PLAID FORT FILLED CE!_l LOCATION. ; , I I I I U I I 19'-✓' A.F.F. G: J YIAv I , o AMET FOL OTHERW!SF.NOTED. AREA GALGULATI S IST FLR L!\/iNG--: 2p5 5F GARAGE: 426 5F ENGINEERING GOVERE0 ENTRY: 2l 5F TOTAL: 38I 5F W.I.C. c 1 B' FLAT — I T-6 3/4'.all 11 R� S 4. I.-,.i B'OXB'8 S.G.D. (+21/ -23) GREAT ROOM 8'FLAT v I 7�2*8%t5 IIIC — N ry 1 a KITCHEN Nry. FLAT , U INY. B TI-I I r I 20C RANGE I J _; m �� c L 0 - ` a DINING i � _ BEDROOM 3 I m r 5 a' FLAT 0' FLAT ry ! = 1 1 ! 11-5 VETIT. ELF I i =0 I N I C m A DRY. 1% '-T DRYER VE T _ m Y OL . T e 63=1 -" 18'-1 1/4'2 ?2 — R/A LIVING - 4' X .'L,TGL NOTE, AIR HANDLER TO HAVE MIN- OF 4" CLEARANCE ON 12 -4 1/4" ' ALL SIDES AND ENJ_OSi1RE — SPADE SHALL BE MIN. 12: WIDER THAN APFLiANCE c v GARAGE � e•-o" cLs. 2068 r I m m I--- - FOYER DFLAT Y O / GPiGB BI-FOLD n FLODR PLAN 'A' D' FLAT - 0 0 3'DXB'8 _ '-O 3/4" B (+21/ -23) IT-0 3/4" YENTRY (2) 2SSH eon. CV04J54B"O/C (+ZI/ -28) X I-D' O.H. GAR. URP (+19/ -29.1 f ho ------'-''"- _0. (+19/ -23) 16'-0" _ rLARTIAL FLOOR PLAN 'B' E 'G' DDFLAT • Va•=ro• B'DX6'8 20'-0 3/4" 9 (+21/ -23) IT-0 3/4" ENTRY (2) 255H B B! IX1C OTT. - 16'-0" X T-D" CH. GAR. DR, - 011111111 9 ----- - - - - -- IRAs->- FP TIAL coL�r•^+ 2'-C" f9EE ELEV) • 1'-4" 2'-0° 5'-4" 13'-4 VI6" 40'-9 VI6' t� FLOOR PLANS • va•=r-o• Ln N N N N Checketl b aww sale: 0 01 sheet: A2 Of [OTE6SEE TRUSSMFG.S ENGINEERNG AND YOTS FOR TRUSS _TRUSS CONNECTORS ROOF TRUSS ANCHORAGE: NOTE: 1) USE (1) TYPE "C" (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (UN.OI 2) USE (1) TYPE "A" (OR INTERCHANGABLE TIE) FOR TRU55 TO BLOCK WALL CONNECTION (UN.O.) 3) USE EHUH26-N COR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONNECTIONS (UNO) 4) USE (3) Ibd OR (3) 131 x 3 1/4' PA5ELODE GUN NAIL TO FASTEN JACK TO HIP GILDER (T.B) 5) GABLE TRUSSES REQUIRE (1) TYPE "A" OR (D TYPE 'C• STRAP At 48' O/C FROM CENTER OF TRUSS. SEE P05T STRAPF ON Ist AND 2nd FLR PLANS " PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR NAND NAIL DE5I6NATIONB" NAIL VALUES: BASED ON "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE BBc - "NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES" NAIL 544EAR VALUE (Ibn.) 8d 103a IOd 125• Ibd 14V 0 0 Lo 40-0-0 0 0 ROOF TRUSS LAYOUT 'B' $ _'0' LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. TC LIVE:20 psf TC DEAD: 7 psf SPACING: 24" O.C. BC LIVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf DRAWN BY: KSB TOTAL:37 psf DUR FAC: 1.25 O' 4 10 W-4(3) "D"STRAP APCONS(TYP.) HALF COLUMN DETAIL ROOF PITCH 5 ■ ■ ■ wm, ■ ■ 5T0000 DETAIL SCORED BANDS HALF COLUMN DETAIL 1 i ENGINEERING m 0 ERM l/8' STUCCO ON LATH - WOOD STUD EXTERIOR WALLS (TYP) saf oer�u. ■ ■ ■■■ ■■■ ■■■ ■■■ ■■■CONCRETE ■■■'. 15LOCK SCALE: 1/4" = 1'-0- RIGHT SIDE ELEVATION SCALE: 1/8' - 1'-0" 0 0 OFF RIDGE VENT CEMENT cl Z TEXTURED 3 FINISH (TYP.) - Q LEFT SIDE ELEVATION SCALE: V8• = I•_D" ROOF PITCH f� E OFF RIDGE VENT COMPOSITE SHINGLF5 5� --------------------------------'k EDCEMENT TEXTIAED io - FINISH (TYPI REAR ELEVATION SCALE: 1/4• = 1'-0' SHINGLES - _n W Z 00 Qa > J W (n _J (n W W F— LL w0 cif ®yy b� u- W J > —8" OA a LL f GABLES (TYP.) Q co cq fit -j jaE Sa C) gpa 3s� reWsions awls_ -" ar designed by. N drawn by dmw design drecked by eww dale: 01-22-01 A F,QRM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs F Residential Whole Building Performance Method A Project Name: 1928 IR Builder: CENTEX HOMES Address: /04?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: 37.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ftz) 1928 ftz c_ N/A 7. Glass area & type _ _ a_ Clear - single pane 210.0 ftz _ 13_ Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 37.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 8.35 _ d. Tint/other SHGC - double pane 0.0 ftz b_ N/A 8. Floor types _ _ a_ Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A b. N/A _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int hisul, Exterior R=4.1, 1058.0 ftz _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 278.0 ftz _ b. N/A c. N/A _ _ d. N/A _ c. Conservation credits e_ NIA (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1964.0 ftz _ IS. HVAC credits PT; _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27478 PASS Total base points: 29112 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: � �� DATE: .1 hereby certify that this building, as desi ned, is in '�,"_�;3mpliance with the Florida Energ de. e OWNER/AGENT: f `ISATE: APR 17 2003 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: O4111E s7r EnergyGaugeO (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details L ADDRESS: , , , PERMIT #: i BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32.0 44.66 0.94 1349.1 Single, Clear W 1.0 9.5 32.0 53.47 0.99 1701.0 Single, Clear S 1.0 4.0 10.0 44.66 0.87 387.8 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear E 1.0 8.0 40.0 59.31 0.99 2344.3 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total: 210.0 10331.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1.18 1248.4 Exterior 1058.0 1.90 2010.2 Frame, Wood, Adjacent 11.0 278.0 0.70 194.6 Base Total: 1336.0 2204.8 As -Built Total: 1336.0 1443.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1916.0 2.13 4081.1 Under Attic 19.0 1964.0 2.82 X 1.00 5538.5 Base Total: 1916.0 4081.1 As -Built Total: 1964.0 5538.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 198.0(p) -31.8 -6296.4 Slab -On -Grade Edge Insulation 0.0 198.0(p -31.90 -6316.2 Raised 0.0 0.00 0.0 Base Total: -6296.4 As -Built Total: 198.0 -6316.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 S FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 36650.7 Summer As -Built Points: 38773.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 38773.3 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 13084.5 36650.7 0.4266 15635.2 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1928.0 5.86 2033.7 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4 Single, Clear W 1.0 9.5 32.0 10.74 1.00 343.5 Single, Clear S 1.0 4.0 10.0 7.73 1.05 81.2 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear E 1.0 8.0 40.0 9.96 1.01 400.7 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 As -Built Total: 210.0 2111.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 278.0 1.80 500.4 Concrete, Int Insul, Exterior 4.1 1058.0 3.31 3496.7 Exterior 1058.0 2.00 2116.0 Frame, Wood, Adjacent 11.0 278.0 1.80 500.4 Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1916.0 0.64 1226.2 Under Attic 19.0 1964.0 0.87 X 1.00 1708.7 Base Total: 1916.0 1226.2 As -Built Total: 1964.0 1708.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 198.0(p) -1.9 -376.2 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495.0 Raised 0.0 0.00 0.0 Base Total: -376.2 As -Built Total: 198.0 495.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1928.0 -0.28 -539.8 1928.0 -0.28 -539.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5134.3 Winter As -Built Points: 8030.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8030.6 1.000 (1.078 x 1.160 x 1.00) 0.409 0.950 3899.4 5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 3899.4 1. 41 -- EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 15635 3221 10256 29112 13085 3899 10495 27478 I11E Sr4ii o r� C �7 a EnergyGaugeTA1 DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v32 FORM 6,OOA-2001 s, 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. 6A-22 OTHER PRESCRIPTIVF MFASl1RFS Imuct hp mpt nr aYcpprlarl by all racirlanrnc 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. J. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 37.0 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 (ft) 1928 ft2 c. N/A 7. Glass area & type _ _ a. Clear - single pane 210.0 ft2 _ 13. Heating systems b. Clear -double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 37.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.35 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A b. N/A _ c. N/A _ 14_ Hot water systems 9. Wall types _ a_ Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 1058.0 ft2 _ EF: 0.86 ' b. Frame, Wood, Adjacent R=11.0, 278.0 ft2 _ b. N/A _ c. N/A _ _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1964.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11 _ Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ 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) ST97� in this home before final inspection. Otherwise, a new EPL Display Card will be completed o�zNE based on installed Code compliant features. �� _- -,'°, `?� Builder Signature: Date: APR 17 70033 � O Address of New Home: BRISTOL FOREST TR. Id� City/FLZip: LAKE MONROE/32747 coDwE,iq���� *NOTE.- The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating_ If your score is 80 or greater (or 86 for a US EPADOE EnergyStarrMdesignation), 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) 03/26/2003 10:21 s DEL AIR 4 4076614089 NO.347 P014 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-0"2 q .. Pro'6d Informatioff.,� e .r For. CENTEX HOMES Notes: Weather Orlando AR FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 32761 Btuh Structure 24036 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Stuh Design temperature swing 3.0 OF Design heat load 32751 Btuh Use data n s1g. RVa v/ ing multiplier 0-98 Infiltration Total sens. equip. load 24525 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 3032 Btuh Area (ft) 1928 1928 Total latent equip. load 5887 Btuh Volume (ft� Air changes/hour 15424 15424 0.80 0.40 Total equipment load 30412 Btuh Equiv_ AVF (cfm) 206 103 Req. total capacity at 0.70% SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.7 HSPF Efficiency 12.1 EER Heating input Sensible Cooling 24780 Btuh Heating output 0 Btuh @ 47'F Latent cooling 10620 Btuh Heating temp rise 0 `F Total cooling 35400 Btuh Actual heating fan 1200 cfm Actual cooling fan 1200 cfm Heating air flow factor 0.037 cfmBtuh Cooling air flow factor 0.050 dralBtuh Space thermostat Load sensible heat ratio 81 % Buldrrarx values nave been man&Wly ove►rldden Pfintout certified by ACCA to meet all requirements of Manual J 7th Ed. p W rjg htSC>ft Righ[-Sufic ReWerdM- SS_OS RSF=01 s. 2003•Mar-26 091106 E:,FileslCenb.2002119261192 — Page 1 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 P015 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job;1928 09-06-02 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phons:. (407) 831-2WS Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15424 fP x 0.0167 = 206 cfm 2. Winter infiltration load 1.1 x206 cfm x 32 °F Winter TD = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh / 248 ft2 Total window = 29.2 Btuh/W and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15424 fta 2. Summer infiltration load 1 A x 103 cfm x 18 3. Summer infiltration HTM 2036 Btuh / 248 fF x 0.0167 = 103 cfm OF Summer TD = 2036 Btuh Total window = 8.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grub moistdiff. x 103 cfm = 3032 Btuh rroceaure u - tquipment btzmg LOWS 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent x 18 OF SummerTD = 990 Btuh Sensible load for structure (Line 19) + 24036 Btuh Sum of ventilation and structure loads - 25026 Btuh Rating and temperature swing multiplier x Equipment load = 0.98 24525 Btuh siting - sensible 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 grRb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Stuh Infiltration load from Procedure C + 3032 Btuh Equipment sizing load - latent = 5887 Btuh `Construction Quality is: a No. of Fireplaces is: 0 t Boldl be vWucs have Aeon nwmfly awe Printout certified by ACCA to meet all requirements of Manual J 7th Ed. • .� WnghtsQft . Rigtd-sulm Redderrti — ss.os RSF=13 2003-Mar 2s 09:11:08 / F-71t.T. M.20=19M1928. Page 1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P016 RIGHT-i WORKSHI=ET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Ph6W: (407) 831-2665 Job:192t3 09-0"2 N J. 7th Ed- 1 Name of room Entire House FOYA-N/DIN BR4 KIT j4ANUAL 2 Length of eked wa8 198.0 ft 42.0 it 30.0 It 11.0 ft 3 Room dimensions 19.0 X 20.0 it 13.0 X 14,0 ft 19.0 X 1110 ft Ce'lings Condlt Option 8.0 111 heat/cool d 8.0 ft heat/cool 8.0 It heal/cool 8.0 f4 heWood TYPE OF CST HTM Area Load (DWh) Area Load (Btuh) Area Load (Stuh) Area Load (Bich) EXPOSURE NO. Htg I Clg (W) Hig Cig (its Htg I Clg (11F) Htg Cig (1e) Ht I Clg $ Gross a 14B 4,6 2.1 1288 `••` ""' 298 "*" "" 240 '•'" "" 88 Exposed b 12C 2.0 1.9 0 - "" 0 ^"* "" 0 """' "" 0 walls and c 13C 32 1.2 296 """ "" 128 ""' ""' 0 "" "" 0 partitions d 0.0 0.0 0 "" '^' 0 0 "" 0 e 0.0 0.0 0 "" 0 0 *"' 0 f 1 0.0 0.0 0 "" "" 0 "" "" 0 0 6 Windows and a 1C 37.0 VC 6283 - 32 1183 - 32 1183 "" 10 370 - glass doors b SC 37.0 '- 40 1478 " "' 0 0 "" 0 0 ^^ 0 0 "^ Heating C 9C 38,7 0 0 "" 0 0 ""' 0 0 "•" 0 0 "•• d 1 C 37.0 ^ 0 0 "" 0 0 "" 0 0 " 0 0 •'•` e 7L 20.8 0 0 "" 0 0 0 0 "" 0 0 f 0.0 '" 0 0 '"'* 0 0 "^ 0 0 "" 0 0 7 Windows and North 20.4 18 `" ` 363 4 "" 82 0 "" 0 2 *'"' 43 glass doors NEMW 39.4 54 ""' 2522 0 '"•* 0 32 "^ 1201 0 "" 0 Cooling E/W 0.0 0 "" 0 0 '"^ 0 0 "" 0 0 "'• 0 SFISW 47.4 128 "" 6077 28 ""' 1326 0 """" 0 8 "` 374 Sotto 0.0 0 "" 0 0 "" 0 0 `"* 0 0 `•`" 0 Hoe 0.0 0 0 0 "" 0 0 """* 0 0 """ 0 8 Other doors a 10D 14.7 9.9 20 294 190 20 294 199 0 0 0 0 0 0 b 10D 14.7 9.9 18 205 179 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 a 0 0 0 0 9 Net a 14B 4.6 2.1 1058 4875 2179 1$6 719 321 208 958 428 78 359 161 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 wails and c 13C 3.2 1.2 278 876 325 128 403 150 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 a 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1964 =1 4372 428 720 953 182 309 405 209 354 465 b 0.0 0.0 0 0 0 0 0 a 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0,0 0.0 0 0 0 o a 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 198 $132 0 42 1089 0 30 778 0 11 285 0 (Note: morn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 a 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiilbarm 8 29.2 .0.2 248 7239 2061 52 1518 427 32 034 263 10 292 82 13 Subtotal losses+8. +11+12 - 29774 """' "" 5932 - """ 4162 `•" ^" 1661 Less external gating '••` 0 "" "" 0 "`"' »" 0 "•' 0 "» Less transfer "" 0 "" "" 0 •"` " " 0 ^-` ^^ 0 Heating redistribution ••^ 0 "" "" 0 "" 0 '••' •^• 0 14 Duct loss 106A 2977 "-' 100/ 593 `"•` 10 NA 416 '^• 1 01A 1$6 15 Total loss = 13+14 "" $2751 - - 6525 ""- - 4578 '^` """" 1827 16 1nL gains_ People Q 3W 6 '-" 1900 1 -'-' 300 0 - 0 0 "" 0 Ap1200 2 - 1800 0 "-' 0 0 - 0 1 •••• 1200 17 Sub of RSH 9ain=7 5.,*12+16 "" - 218$1 - - 3757 - "'"" 2357 "" - 2325 Less external 000ling "'• •"'" 0 ^'- - 0 0 " ' *" 0 ss Letransfer "" 0 - - 0 ""' "" 0 "'"` "" 0 Coding redistribution '"•• •••• 0 "'- - 0 ""' "'• 0 '"" "" 0 18 Duct gain 101) - 2185 10 »^ 376 109 - 236 10 - 233 19 Total RSH gain=(17+18)'PLF 1.00 - 24036 1.00 •`•• 4133 1.00 "-' 2593 1,00 '--- 2558 20 Air required (CIM) "^ 1200 1200 "^' 239 206 - 168 129 "•• 67 .128 Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ +.. wrtgh>CsoR Right -Salle Resift"-5.6MRSR2M13 200311�26oa1106 1651 E9f11.lCerd.20021192811928.rsr Page t 03/26/2003 10:21 DEL AIR � 4076614089 NO.347 P017 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-0"2 109 COMMERCE STREET, LAKE MARY. FL 32746$208 Prime_ (4CM 831-2655 MANUAL J; 7th Ed. 1 Name of room GREAT RM WIC MBR STHt 2 j4 Length of exposed wall 34.0 R D.0 It35.0 ft0.0 It Room dbmnsions 19.0 x 16.0 tt B.D x 9.0 ft 15.0 x 14.0 ft6.0 x 11.0 ft Ceiings Condit. Option 8.0 ftl heaticool 8.0 ftl heat(cool 8.0 ft heatrcool 8,0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area I Load (Btuh) Area Load (Btuh) Ama load (Btuh) EXPOSURE No. Htg Clg (ft') Htg C19 (to Htg i C19 (Ltd FIt9 Clg (7* Htg Clg 5 Gross a 14B 4.6 2.1 272 «-' """ 0 "" «" 280 Exposed b 12C 2.9 1.9 0 "" ""'" 0 "" ""' 0 "" «"" walls and c 13C 3.2 1.2 0 "" " ' 0 "" 0 "" '"" 0 partitions 0 0.0 0.0 0 "'" "" 0 "" 0 '*" 0 1= e 0,0 0.0 0 «"' ^^ D "'" 0 "« 0 f i 10.0 D.0 0 0 0 61 1Nlndo+Nsand a 1C 37.0 « 32 1183 "" 0 0 "" 32 1183 ""' D 0 glass doors b SC 37-0 - 40 1478 - 0 0 0 0 0 0 Heating c 9C 38.7 " D 0 "" 0 0 "" 0 0'" 0 0 d 10 37.0 0 0 '"'" 0 0 ""' 0 0 "" 0 0 e 7L 20.8 0 0 """ 0 0 '"'" 0 0 0 0 t 0.0 0 0 "" 0 0 0 0 0 0 7 Windows and North 20.4 8 '""" 156 D "" 0 4 "" 82 0 ^" 0 glass doors NE/NW 39.4 0 ""' 0 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0 "" 0 0 «" 0 0 0 SPjSW 47.4 64 "" 3051 0 0 28 '""' 1326 0 «'" 0 South 0.0 0 0 0 0 0 0 0 " "' 0 Horn 0.0 0" "' 0 0 "'" 0 0 0 0 "" 0 8 Other doors a 10D 14.7 9.0 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 D 0 0 0 0 a.o o.o 0 0 0 0 0 D 0 0 0 D 0 0 9 Net a 14S 4.6 2.1 200 922 412 0 0 0 245 1143 511 0 0 0 oWsed b 12C 2-9 1.9 0 0i 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 It,0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 304 516 677 72 122 190 210 356 467 66 112 147 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0,0 0 0 o a o 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 o D 0 0 0 0 0 0 } 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25,9 0.0 34 881 0 0 0 0 $5 907 0 0 0 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c D,a 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0-0 0 0 a 0 -0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 a 12 Infiltration a 29.2 82 72 2102 $91 01 0 0 32 934 263 01 0 I0 13 Subtotal loss=6+8. +11+12 •'"' 7081 - ""' 122 "" "" 4523 - ""' 112 Less e>demal heating "" 0 " -" ""^ 0 "" """ 0 "" "" 0 *'« Less transfer "-' 0 '""' ""'- 0 "" "" a '-" "" 0 Heating red"w6budon "" 0 '"'" ""' 0 "" '"" 0 "" "" 0 14 Duct loss 10 708 "" 10 0A 12 - 10" 452 ^" 10° 11 15 Total loss =13+14 "-" 7789 "" "" 134 - '-" 4975 ^"- «" 123 16 lnt gains: People la 300 4 - 1200 0 "" 0 1 "'- 300 0 Appl. Q 1200 0 «"' 0 0 '«' 0 0 ""' D 0 "" 0 17 Subtot RSH gain=7.8_+12+16 - '""" 160 - "" 2949 '"'" "" 147 Less external ooding "" 0 «" " a - ""` 0 "" "" 0 Less transfer «"" *^- 0 •••• "„" 0 •••• •••• 0 ••• •••" 0 Cooling redistribution ••"• ,•» 0 •••• ••-- 0 «» •""' 0 •••• ••"' 0 18 Dud gain 10 0A 609 10IN 16 1". - 295 1 06A 15 19 Total RSH galrr(17.18)-PLF 1.00 ""' 6695 1.00 "" 176 1.00 - 32" 1.00 "" 182 20 Air required (dM) "" 285 334 "" 5 9 "" 182 162 '«" 5 a Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtgl-■tsoFt R-i wsuxeReddenhal-5.5-06RSR2W3 2003-M r-26WA1:05 Z51 F-7leslCetd.2=192811928nr Page 2 03i2672003 10:21 DEL AIR 4 4076614089 NO.347 P018 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:192E 09-06-02 109 COMMERCE STREET. LAKE MARY. FL 3274"208 Phone: (407) 831-2665 J: 7ih Ed. 1 Name of room BR2 BTH2 BR3 LNDRY 14MANUAL 2 Length of exposed wall 13.0 ft 0.0 ft 25.0 ft 7.0 ft 3 Room dmensions 15.0 x 13.0 ft B_0 x 8.0 ft 15.0 x 12.0 ft 7.0 x 10.0 R Ceiings Condit Option 8.0 ftl heaf/tool 8.0 ft I heat/C001 8.0 ft heat/cod 8.0 ft heaNcod TYPE OF CST HTM Area Load (Bah) Area Load (BWh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO_ Htg I CIg (M mg Clg Yn Ht9 Clg m9 G9 (fr) Htg I Cig 5 Gross a 14B 4.0 2.1 104 --"" 0 *'"' "" 96 `""' "" 0 b 12C 2.9 1.0 0 -... "" 0 '" " "" 0 """ "" 0 .... �"' wails c 13C 3.2 1.2 0 - "" 0 '*"" "" 112 '""' "" 58 partitions d 0.0 0.0 0 - "" 0 "" 0 w 0 e 0.0 0.0 0- "" 0 "' 0 0 f 0.0 0.0 0 "" "'" 0 "" """ 0 "" "" 0 6 Windows and a 1C 37.0 - 16 591 "'- 0 0 "'" 16 591 '"" 0 0 Dim doors b 8C 37.0 - 0 0 "-- 0 0 0 0 "" 0 0 Healing c 9C 38.7 " 0 0 ---- 0 1) "" 0 0 "" 0 0 "" d 1 C 37.0 "" 0 0 '-"' 0 0 ""'" 0 0 "" 0 0 e 7L 20.8 - 0 0 - 0 6 ^^ 0 0 """ 0 0 f OA 0 0 --'- 0 0 0 0 "" 0 0 "" 7 Windows and North 20.4 0 "" 0 0 "" 0 0 "" 0 0"' 0 glass doors NEJNW 39.4 16 """' 630 0 - 0 16 "" $30 0 ""' 0 Cooling ENV 0.0 0 0 0- D 0 '*"" 0 0 SEISW 47.4 0 "" 0 0 "" 0 0 ""' 0 0 "" 0 South 0.0 0 "" 0 0 ""' 0 0 0 0 ""' 0 Horz 0.0 0 "" 0 0 "" 0 0 "'" 0 0 "" 0 8 Other doors a 10D 14.7 9.9 0 0 0 D 0 0 D 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 18 255 179 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14H 4.6 21 88 406 181 0 0 0 80 369 165 0 0 0 exposed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 0 0 0 waOs and C 13C 32 12 0 0 0 0 0 0 112 353 131 36 120 44 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 13 2.2 195 331 434 48 61 107 100 305 401 70 119 166 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 0 0 0 26 674 0 7 181 0 (Note: mom b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is di* d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 floors)) If 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 292 82 161 467 131 0 01 0 161 467 131 18 $25 148 13 Subtotal bss=6+8_+11+12 - 2132 "" "" 81 `"'" "" 2759 '""" "" 1210 '""' Less adamal heating «« 0 "" "" 0 '*" "" 0 " " '."' 0 Less transfer ---- 0 «« .... 0 «« ,-« 0 «.. ..,. () .... Heating redistrbution --'- 0 �--� »» 0 ..•. .«• 0 ••" •.» 0 •••• 14 Duct kw 10 6A 213 "'- 10 8 "" 10 IN 276 -"- 10 121 15 Total loss =13+14 - 2345 - - 90 �« """ 3035 ---- """ 1331 16 tnt gains_ People f 300 0 '"'- 0 0 0 0 """" 0 0 0 Appl. @ 12DO 0 ""-' 0 0 ""' 0 0 - 0 1 " " 600 17 Subtot RSH gain=7+8_+12+16 `""" "" 1377 "'* "" 107 '"'" - 1458 "" "" 1127 Less external cooling ,••• ---- 0 •••• ••» 0 •••• ••« 0 ••• -•"• 0 Less transfer 0 -�-- "�-- 0 ---" 0 --" -'"- 0 Cooling redistribution "" '""` 0 "" ""' 0 "-' '""" 0 `-'" '*' 0 18 Duct garn 10*) "" 138 10 - 11 10 -"' 140 10 113 19 Total t2SH gain=(17+18)"PLF 1.00 ""' 1516 1.00 - 118 1.00 - 1604 1.00 1240 20 Air required (cfm) '"" 86 76 3 6 111 80 ""' 49 e2 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoit RiyMSwteRes dial�"5.506RSR26013 20034Mh2809:11:08 ACC E-FileSXCentez 20021192811928.rsr Page 3 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 9019 . RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job-1928 09-06-02 109 COMMERCE STREET. LAKE MARY. FL 32746.6206 Phase: (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 FOY/LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 32.0 4.0 BR4 a n nw a c n 0 d 1 1 90 1.0 1.0 4.5 5.0 39.4 32.0 0.0 KIT a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47.4 10.0 2.1 GREAT RM a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 • b n se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 40.0 3.6 WIC MBR a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 BTH1 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.0 0.0 BTH2 BR3 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 LNDRY R „ Wnghtsoft P4fdSt*Residential"'5.5-06f2SR25013 2003,Mar-2609:t�:oe v 4CCKEAFbsTmftX 20OZ102MI928-W Page 1 t"Y') O O I e3..: I � 1 RJR Y N ? i° z C .. <� 3 2 (� 1NrvIYEOYrE sTu.E! ron 1r wo[ DOOR AIIp UatTWKTOC�M ��K fl0i ) 20 G WN. ENO mLES ATTACHED TO DOOR WH WITH PATENTED TOG-L-LDO SYM (IV, eOTTow 01 CEHIEA). DESCRIPTION TRICK BOLT _ HORIZODNTAL OOR ,ASTENED Tp wD00 1WB WTN FJ) s/11'R1-b/B .W000 W SCRCMS. LISTED LNG DYT"� AVARABL( K AN OPIxHI MEW .D. S N CNT Y 1. Oµv, STEEL TMCKr - 1. IYN. TRACK THICKNESS..000' - s .• ``OCK POLfpN }YP. 2-1 /2'-12 " OALV. STEEL TRACK &R.ACHEL {BO1N LME> (.) TRAGf XCNm PEA 710Cr Two IN1Wf LOCKwe • ; d UIR TOP BRACKET REPORT#9606C'�`"°"`°""` , 30 eA. U_8/R'i 00 IRV ."K -'I- /-a, U-BARS w A -SARS. I �' MIA/UK1nu OPTKfN 7 PATTERN I.L TWO V-OARS ON OOTTD SECTION, 7�G( mcTKI., RC "W I I..1/B• SN[cr .0. W.- RY7IIAL VWiS 111— A ORTIO"K OVTPOC KEYED LOCK POSITION O 0 YAx. ODOR WIDTH . SELF 41nN ANATx1He t ♦'-7 1SCAM I. [� EUO IINL ,31fy, INr RVK m" 'K w C Nnf1 1 FRONT TAPE WITH U.V. I J' ON I! ODOR! UP TO T'-Q' NK:H C043 0, (/) iCR10NS (S1gWN . CQATY10 ON OUTSIDE kWACE WAS110t RMIRGD. V4 wtws ewY Sc WIMURSUNN STOP YOULOW4 BY DW "TWALA (TO SUIT) DCORS OVER T'-0 HIGI CONSIST 0/ (b SC ONS (NOT WN). (butUW HTi RLOUNffO) TO PROVIDE A PU75N YOUT3nN0 SIJKACL HORIZONTAL Lwo 07 NOT TRNWU LOAD. LB YELLOW PINE IAws 10 OA ` G1LV' STEEL CNO STRL p THICK / �41 AlS OR 10 Gl GLV, mEL INTTA. STILE I•� (, 8 YOlDtO 1890E J JC UYLS[raNACKI'mLR[ RCiw"fA /FAO SCREW YxTH ONE S/IB -1 _b !' LAO scaEt a+ 3KN1 CG1t0 WITH J-+O Nw. (10 SCREWS PER Uiq 1 a/ 31 (C••00 p01 BR,AcK(T, BIAIX) 0R. 2{ CFNt[R7 t3,D00 Pw YRL OONCARq OR 7/le' I.O. ROUND PySNM GALVANIi1N0, OAKEO-ON Pawu. / rASTpER (Onl PU ROW) Ie�aA sT�4. [�a wNDt AN A 6AKII-OH "I'll,UI l+Lw UTDM (NGOCS Ipyl•'Y/,6 C�ONCCOMatfQ wAs1 A9 Y-ILWOEDW ' (j,aoo r•GtY ) T L'CAT AMu(o TO BOTH ONTO VERTICAL TRACK GL FAST IN W 1 11 G. OALV, STC4 fOP SlLfl4 A1Ki1011S. I' OA. NWr WASN(R REOuvtED I3 G CALV. L TRACK TTIAGtt GRACKLTS. /ASISHCT� TO N w /) ROLLER BRKxR. CACN ONE SIRA• WCN ON wTTN TwKGIS• wICIgRS uAY N COIN(fEASUNK /l{ FIELi /L SACKS 0/ Situ SKW, wTH NOT $.j,1) TO PROVIDE A R.USN TRMUfVATfRACNED i0FAMED BMOItT 1141.1 IAd 4 ! M K SC Nw eAACK[i ARAOH(D w/(/) INTER. VAE tM]/ LOE 0/ DOOR. YAM Q 1//'t8/1 BOUT t NUT �A) 1�/ K7 ♦ T Um PER END "NOL O i1hS/B' SI/[CT YR1L YOLWTINO 91YM/fY. NOM30NTN, rWIBS DO NOT SHIP LAP JOINTS. <RtW7r w-max IDLD. OR two 1/1. OLA. W473. U OUTSIDE xnco NANOLt ENo 1• ow sNaT, srtw to eAAL srou RauuL 1♦ OA CAW, STCCL Eby STxI _o -N-ft RATVVI YAAK WESTWKID, P.C. 14 W FAST"M/((TO�"VAL e.nnN I.nR. Rr nnlrrn 1•, S(cn� � PCA CWM P.L f2an �-+ sN[C'rs N[fA1 C/RCA76• 1890E HANDLE J• TALL U-BAR a (4) I/vv7 O SCV OUTS10r KMn LOON jaGCa IN DESIGN LOADS: +24.0 P$P 8t -24.5 PSF 20 OA. OAIv' STEEI iAPN/0 SCREWS. 'n^" IaACA pN VZ.2y'TIIC OCSION 0/' 1Ht SUPPORTING STRUCTURAL GA4NIS TCILD,STREH4TH: SO KSI OOTSMC EACH SIDE y�ALL .. THE "ES"N"'KIM qr THE .71,3E . ACor TEST LOADS: +36,0 PSP k -37.0 PSF HANDLE Or DOOR, RECORD FOR THC SUILMNO OR FRVCIUK ANO w KCDaONIOE 3' TAil a 20 a Gw.v. STt0. V-W1S ENO SLICE BOLT WITH CURRENT *WNDIN0 DO— IGA MC LOADS W= ON aYRD'r ORIY.m A.[ ¢'�a -At w A 2-1-3-1 PATiCI1N (I.E. too Uf.S mlt L00( O+GICE] tIB! ORAWUMn 0W YtIM A RNIm tEAI fDRR7E), PART NO.; - ^ l� /� 1-T ON barroY SECTION, ONE U-BAR ON NEXT INT0'Y"Da L A r1 T- seclu RC.). EACH V-BRA AnACHED TPA" ONC NOTE UAwt! SWIM ONmIR. JII WONUI SL 14i1t II00 • I • WITH 1/4'.3 4- SELF TA➢PINO SCAMS LOCK ON CWNv�'W/h�y44y v/a'•"'a'^ IDEA ^ eIReIRRDu off 45io2 PER SU LOCATION, VCH !roe I cLOrAr O -.0 PaoWCTi w. TOLERANCES 0n 1 j,/ L7. TO, No. i-1u-�01•kro _ a ODOR. Y v'W.W Nrin "'°'"^' . WB�eTO GOf[YOL IV No. I-113- e2-Mil r .IrI-.-1, u..W, .'w..Iw, 0 � t'OJ rNw ..elAAN' v .I,wuL.a ..coon A-. (-mEy1Exl �gui nr b1r / . WwI R. w- Mld. I.Rv. a •� o ,0)S DESCRIPTION: MOOEL 6RST W4 16-0 x 8-0: 24/-24,5 OESION LOAD O / — WN '.u.. ".r .-.K W .000 . t .Dos 17 a GLv MEL eorrG+ bwKcr. l d"k), w �+I A>.I"w.. .-e W00 * 001 DRAWN BY: BMM GATE: 4/18/00 SCALE: NTS OWO. ..� ATTACHED WITH (2) 0143//' SNECT PETAL SCRM3. % /� Oa IO'-' •"'"I"1 u"'I•'". DOgn{0 . t I/i' R AAAlwNuw mRusaN / ��� CHECKED 8Y: MW'N DATE: 4/I6/00 SHEET I OF I SIZE Ll 'Y'Am WEAraAvRIP. !' r ThlrO Mql. + _ 0.0 StapYl OYN.Ma O"RJBClion mYENSNJPLs AAC w uc"Es. OWE' NO.: 102136 REV' NO. I N4 3 • 2.T.' ;''J •tiJ A:1 'Jl i� A/ 7 t% V J 7 d.J 1'Y � J' a' O 1 At y{pQF D SIGNAT ON: Them+a-Tru In -Swing Door wood %lames System B' O.C. D I •N PR SSURE RATING: J HIAX I W LtAxlltut: a.RAu NOMINAL Single up to S't x 8'0 w/wo sida3oe Single Positive.67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF [r N Double up to 8'4 x WO w/wo fiduli!es .a O 0] ` Double w/wo Sidehtes Positive 47.0 PSF Negative 47.0 PSF p USABI F CONFIGI iRATIONS: x, Ox, x0. OxO, XX, OXxO 4 -a! Oj ryNFRA1 OEtcRIPnON: The hood and aide jambs on fingajoint pine O O � measuring a min, 4-9/16• with a '1/2• robbeted stop. G U h � O LU •y `'.. ,. 3/16' t'APCON MAX 18' O.C. ¢ O O TYPE ANCHOR 3• t/2• � F- O j O ]/16• TAPCON "t•'• I x 2 FlRRING 3 ¢� rrPE ANCHOR .t/2' DRYWALL ++ \�... N •� . • .' .. 3=� MASONRY L1N7fL t00 Q t.s MASONRY LFN1iR 1 i 2 FMNa ; ... • - 1X BUCK C, i v) .y •�' ,,1' 1 IO ... C1 n N •S • • � _�-iWy �7Q F u J wi U. / Y J/16• TAPCON D a n 6 r 2-1/2• / A 7d5 (See nets 2) -A C 9 l PFH WS J A 4 CONCRETE �, •O p J JAH/B o t • y • • MASONRY BLOCK HEAD J.wB -� 4 OI W 2X sue-OXX t.• TD ix SUB-BUCx .i . op� . •, 1/2• DRYWALL J Y 2 • N y 1X BUCK � 3/1LY TAPCON �0 I x 2 FlRR.h; Z W �I TYPE ANCHOR 1 x 2 FIRRL40 ;1 �., .y ELCO TAPCON OF' EQUAL N k. z (2J3 LB. SHFAR RATING) • e' - �. h • ''^ 'y } .' (see nob 2) / 6 x 2-,/2 o O 3 cc v, zz to t J/16• TAPCON .3. A/AX. EXTERIOR TYPE ANCHOR^�'e i- ••✓i 1-1/4 "+� f SHIN SPACE a i IJIN. '" .Y ewc .••� vERnfx SIDE 4 " UV TO Ix SUB -BUG( BNLDIHO � 4'r �� �r ONSULTANta. IMC • • �' B13.6B4.JB31 tt NOhr 7, This system has been evaluated for use in locations rdhering to the Florida Building Code , GVERTIfiV. SIDf ,Wr8 and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DATE 4/3/02 TO 2X gs-BUpf t t/e, 1rt SCALE: N.T.S. Dt and Other Structures do not exceed the design pressuru ratings listed herein. DWC. BY: W.L.N. 2. For installations where the sub -buck is less than 1-1/2• (FBC section 1707.4.4 Anchorage Methods CHK, BY: R.w, and sub -sections 1707.4.4.7 and 1707.4,4.2) Topcon type concrete anchors must be used and the DRAWING NO.: . length must be such that a minimum 1-1/4• engage vent of the Topcon into the masonry wail is obtained. T-02201 SHt27 1 Of I .r,nE DESIGNATION• Tharmo-Tru Out-Swin Door Wood Fromes System •,F3tGN PRESSURE RATING: 9 J MAX 18' O.C. &W,ILIUM OVER•1L NOMINALSI Single up to SY x B'O w/wo sidel'to$ Single Positive 67.0 PSF Negative 67.0 P;F Double up to 8'4 x B'O w/wo sidelitu • • ' •� ' .e Single with Siditi elites Posve 60.0 PSF Ne ativa 60.0 PiF us•aIF CONFlLtrRAT10N11 X, Ox, X0. OXO, xX, OXXO Double w/wo Sidelites Positiw 47.0 PSF Negative 47.0 PSF O RLon =W . h'RAI DESCRIPTION: The head and side jambs ors finge joint pine reQQm• O n measuring a min, 4-9/16' with a 7/2' robbeted atop. 4 v Q n LINTEL CC77 -.l 3/16' 7APCON / 1 x t f7RRING O O W '+. LNX is' O.C. / {c- O O . , • „ TYPE ANCHOR J' � �M,ISONRY UrfTE1 I—'s•� 0.: rVALL 3 16 6 1 x 2 FIRRING • '' f-1,5'-+ rDRYWALL .:.t .'� .a � O !1 7 + ,• ice 36- It -CON TWE MCHOR t _ 3116' TAPCON �n ai 1X Bl1C< ^ TYPE ANCHOR • y • , W SHI � •' '. ��'•`. SHIM SPACE JUTMO .EXTERIOR z T— INTMOB cs + ELZE810d 3/16' 7APCON 2.25 l E u ri L . TYPE ANCHOR r, HFaD ,IAMB u Ni ( e x 2.-1/2' 1.75 m y y TO ix SUB-61CK - a 4 i! H PFH WS w u .2o n CONCRETE b HEAD JAWS m �' MASONRY BLOCK 25' MAX. . a.' • .� `0 9i } TO SUB-S ' y .. �t FFF--- .2 • • i SHIM SPACE 1 i.25' Mw, N I • e •" I LIM 3 4`EMB. e r •'. 3/16' TAPCON E2QE8t0$ •;' ZO �M 1 a '.. '.. �'• TYPE ANCHOR . t' • Y 5 . 1 H" a�v . n •... •. U ,L .'.:.. p _ fSCO TAPCON OR EQUAL 3/16' TAPCON EMB' MW. (233 LB. SHEAR FAnNG) TYPE ANCHOR In OO t 'ic . } .25 MAX. SHIN SPACE }' I'i• C O 3 �'^ 1 '• � �^ s. V to c� TN « Qz y ei INTERIOR 18 C-SINK L {t+ tiM • _x 7/2" •y' ` I r 2 ERRING Q O •�'f• •. DRYWALL - '•a� VERTICAL SIDE JAMB 1X BUCGG)K IN ERA �T� TO Ix SU8-BUCK 1 x 2 FIRRING �� 1. This system has been evaluated for use in locations adhering to the Florida Building CodeMand ORYWrLL where pressure requirements as determinec by ASCE 7 Minimum Design Loads for Buildings DATE: 4/3/02 1 I C-SUN ?X BUCK - and Other Structures do not exceed the design pressure ratings listed herein. SCALE: N.T.S. F SIDE JANBSIDE JAMB DwC. BY: w,LNr �VfRIK` SUB —BUCK 2. For installations where the sub —buck Is less than 1-1/2' (FBC section 1707,4,4 Anchorage Methods and sub —sections 1707.4.4.1 and 1707.4.4.2) iopcon type concrete anchors must be Used and the CHK. BY: R.W. -, - length must be such that o minimum 1-1/4' engagement of the Topcon into the masonry wall is obtained. DRAWING NO.: ' - 3. When usinga IX sub -buck a 6-9 16' jamb is required to allow for min. edge spacing for Ta con type anchors. / 1 q 9 P g D YP T-02203 sNm I or t Y t S't Y , - r i.. .. MODEL DESIGNATION: :. Thermo-Tru in -Swing / Ott -Swing Door Wood Frames System U&UMUY OVERALL NOMINAL S1y 7E: Single up to 54 x 8'0 ,:/wo sidelites Double up to 8'4 x 8'0 v/wo sidelites J. W. -ONFI•U ATIONS: X. OX, X0, OXO, XX, OXX(i „ GENERAL D S .RIPT10Nr The head' and side iambs ore fingerjoint pine measuring a min. 4-9/1 e' with a 1/2' rabbeted stop. - y 1 t�,,.• DOUBLE 2X a o• 5.1. f HEADER 'S 1/2• DRY"11 SH[ATHING I Q I ck o 2. H&A= f,- SINGLE DOOR 2X STUD / & 2X JACK STUD / a . 2.-1/2' .3. +..; '. Pir1 ws .13• tam. C-SINK SHti1THINa V 23•MAX.1 SMMAX.11 SPACE 0 vExnGL SIDE ,Ale o w e. t DESIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF n a.a• 3.a 12OU13LE DOOR L14' rw.j W tf/ t '� �JNGL"F OR DOUBL DOOR WITH SIDELrES NO This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirement3 as determined by ASCE 7 Minimum Design Loads for Buildi.igs and Other Structures do not exceed the design pressure ratings listed herein. �oo O 2CoSy� zS�0- h =qW_ 318 R v n woo a N n o > e �.a YQN yVy � 1 D O 'L J o0 W c 1,• �at�n �o 3 p q w y J Vr W q O � � 3 UCCU O = O V) a3z m"', IN CONSUlTAN1i, INC ai 3.684.3831 OATC: 4/3/02 SaN.E. N.T.S. DWG. BY: W.LN. CHIC eY: 0.W. DRAWING NO.: T-02262 sw[t* I or I THERMA oTRU® TISE13 CLASSICPSMOOTH STAR' MSveM B8 S#XXE AND DOUBLE WI& WrOUT SIDELITES. INSULATED F OXXASS DOOR WRH WOOD FRAMES, GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-OADE 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 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DARE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE RF0 RED FOR SIDELfTES ONLY. 7, SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fibergloss avg. min. yield strength Fy(min.)=6,000 psi SmoothStor - 0.070: minimum skin thickness FiberClossic - 0.110minimum skin thickness fore design: Polyurethane foam core, withl.9 lbs. density by BASF. Pane r •The po el in is constructed from a 0.070" thk, sh"t molding compound (SMC�. The interior cavity is filled with 1.9 lbs. density 845F polyurethane foam. The ponet face sheets are glued to the wood stiles and roils. Th4 LA latch stile s renforced with a wood lock block measuring 2.375 x 14.0 long of the strike end deadbot location. The hinge stile is Finger Jointed Pine and the top and bottom rail ore of a wood composite material. In the double door appketion the inactive door is fitted with on extruded aluminum astragal (Wind Jomber 6) of 6063-T6 alloy. The frame is eonstruded from finr jointed pane. The o er ns Ian [o the side ppmmbs wdh (3) 16ga 1/crown x 2 long sloples at each side. The mu arm are secured together in a side6te application using /8 z 2" long PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75" x 1.548'. Simile Gla in : The sidelife panels are sandwich glazed u o two piece p frame. They are dry glazed on the exterior wdh an8 thk. cellular gqburg tape (Stiltk-II Tape) a caulked with silicone, The life frames are held iogefher wd{ a /8 x 1 /2 long Plascrew. TABLE OF CONTENTS DESCRIPTION TYPICAL ELEVATIONS & GENERAL NOTES VERTICAL CROSS SECTIONS F HORIZONTAL CROSS 5ECTONS HORIZONTAL CROSS SECTIONS & NOTESANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS & GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS & UNIT COMPONENTS - 37.5" MAX. OVERALL WIDTH �j 36" MAX. PANEL WIDTH x = Ld u X w x w = a 6 J 4 o a o M X a o a � � N N a, C ^ L SINGLE WSWING UNIT 1 74.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH --{ W ASTRAGAL I x ca w x w J J O x 1 D DESIGN PRESSURE RATING UNIT TYPE WREQUIHERE WATER INFILTRATION REMENT IS NOT NEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF SINGL & OU L WITH SIDELITES + 55.0 PSF - 55.0 PSF 106.E MAX. OVt HALL rKAMt wNm PANEL " MAX. WIDTH 15.5" MAX. W/ASTRAGAL FRAME WIDTH O > 13.75" MAX. ¢ WIDTH ¢O O a0 A ® ® ® ® 0- 7.125" MAX. O Z O D.L.O. WIDTH U g LL / IrO F-�O O�O 00 n W00 :E w f o'OV3i a'v> y x? W PO �OV) QZ DOUBLE W/SIDELfTES INSWING UNITFO� ALL MODELS 68.5" MAX. OVERALL WIDTH U Jj ` V 0 ARE VIEWED 36" MAX. ..I 15.5" MAX. o FROM INTERIOR rPANEL o WIDTH f FRAME WIDTH lma3 13.75" MAX. ® ElwIDTH m r 7.125" MAX. = D.L.O. WIDTH S2 tl o euo X W a O O Lo �. 813.654.3831 CENTRAL F-L-ORMA scut, N.T.S. awa. BY: TJh MANUFACTURER. s CHK.9Y: RW S-2151 ex T Y l% 1_ or EXTERIOR 1.68* MIN. PANEL THK. 1 yrpnl el ('ROBS SECTION 2 DOOR PANEL X Q m N 29 0 42 ry ^ ti O 43 33 O.00 34 o o . SEE NOTE 5 SHT. 4 S 41 `w w SEE NOTE _ 1 SHT. 4 z .5" MIN. a CLASS THK. o EXTERIORIN RI R o 25 0 "! FOAM GASKET don co SIUCONE CAP BEAD ''o.. ' 6 of opp . 4 1.68' MIN. PANEL THK. o 0..0 a _.0 42 Z 13 SEE NOTE im 14 5 SHT. 4 N w 29 N �K BUILDING LSUlTN1T5. INC 3.88 33 e� a • . scut:l/2" 1' a ° DWG. BY: TJH cm a+: RW SIDELI7E PAN � �'�! ° 5-2151 sNar 2 or 8 O >_ F � N O of 0 Lo — CC =p�OWO 1rOjo Wz 00 a LU SEE NOTE 2 24 >_ rl SHT. 4 ~ rt (N 27 0 °0 6 J Lr) - INACTIVE J ACTIVE O S O f co co fp Q. 2Y i 3 30 Z ASTRAGAL RETAINER 31 a SOLT 8.0" I.G. TOP 8 tl do BOTTOM (2) BOLTS INTERIOR 22 g XZ y AT TOP do (2) A7 BOTTOM • o 18 SEE NOTE 6 3 \�J <G ' SHT. 4 FOAM GASKET & U vifn > Z U HORIZONTAL CROSS SEC77ON 43 SIUCONE CAP BEAD y a d N y 3 ® ASTRAGAL SEE NOTE 5 SHT. 4 34 1 43 33 DIw=o o v 7 8 25 $ MIX a ` f~ii3 a 10 Z m 1.15" MIN. RI EMS. EXTEIRIQ i 25" MAX. SHIM a e e:: p FOAM GASKET 15" MIN. do 15 SINK SILICONE CAP BEAD e ° •• ° e'• Y D SEE NOTE 34 Z Y 43 5 SHT. 4 33 INTERIOR Z Y 4 36 n S 25 fp Li U N 'v 1 6 w 26 9 10 29 e a SEE NOTE 1 o W . ¢ 37 ' a SHT. 4 SEE NOTE o • 7 SHT. 4 2 HORIZONTAL R ECTION ' o ® HINGE JAMB TO SIDELITE ^ Z SS �euILOINc Z [= CONSULTANTS. INf 36 �� 6 u?5 ,nc 29 apw 41 U 'L,.,f11J1V 111ii1t'1]I lle1 01.6-1apA •' -1 c nac o8 10 01 Z SE NOTE 1 scm 1/2"1 = 1 16 35 SHT. 4 INTERIOR Drlt l �l llJ 11' ACT L' llll LR lia O Cwf. BY: RW DR W W No.: 3 ii,SFsj(Oz1 3 5-2151 ® SIDELITE TO BUCK ti5R17ONTAI CROSS SECTION 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5", 16.5', 27.5", 38.375 49.375" X 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 17. 3 5, 18.25. 40.5', 59.25", 74.25", 76.25' do 76.250. 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 (J8 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5, 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 MULLIONS TOGETHER3IS THE SAMESCREW) AS TSECURING 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 ITEM NO. 37 (110 x 1 3/4" SCREW). ZY � W eza �a FOAM GASKET do SILICONE CAP BEAD 1.15 MIN. EMBED. 15" MIN. C—SINK 4 o e • i •'O ... p. .''o d' o x o'. INTERIOR ^. 2 IlQN 4 HINGE JAMB TO BUCK, SEE NOTE 5 SHT. 4 o. O Aj--C7===== o Z� z= 36 In � ~ c� 41 00 z SEE NOTE 1 ^ a SHT. 4 3 H RI ONTAL CROst SECTION 4 0 STRIKE JAMB TO SIOELITE n�.�M r\W SEE NOTE 6 SHT. 4 • 12 10 SEE NOTE to?`� O Xz�j -P 7 SHT. 4 UZ 25' MAX. N � m Y SHIM SPACE ��'� zZ � ?IWivO 2V�1 Z Y IL'vv BUILDING ONSULTANTS. INC 813.684.3831 er: TJI rN: RN NG NO.: S-2151 r 4 OF SEE NOTE 3 SHT. 4 SEE DETAIL "F" SHT. 5 6" 6" 6" 3_ V 3. 66" 6" 4�3""� �""� 3� 3�C 3. 6 f-- 3' 1 SEE DETAIL E". SHT. 5 TYP. SEE NOTE 4 SHT. 4 o > I\ F IY N p co D�ODD fLp2^ M Z 0 n u7 p 0 6" 6` o 1 SEE NOTE 3 SHT. 4 1 = W OO Z OO 00 w00 a lu)N x "_ n I L In O UJ 13 N O U `� R N `i z ° ^ III _ O ID� z _ c xz 0 "D" SEE DETAIL "E" N � ti S p SHi. 5 N Z TYP. V 7 piS SEETA1L "G" SHT. 5 "Cl -C^ TYP. - L 'p a m�a � Z 14 TYP. 0. Ina a 1 r I4 i_--I•vl - yp F�� E � 3" --I �- 6" 6' --i 6" 6" 6" is 6" 6' 6" ®EEjTRAL FLO A Boo°AsFp OR DOUBLE DOOR W/SIDEUTES ���— IMANUFACT NAMES r� Ck '7 MASTER FU Ebi# A 0.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 0 13 13 10 10 DETAIL "F" DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATE LA EATO FRAME DETAIL "G" AT THE THRESHOLD AC ~ 1io \- SEE NOTE 4 SHT. 4 `' VV e�iwiNc ONSUITANTS. INO 813.684.3831 DATE• 08/10/0, smt: N.T.S. Dwo. at: TJH GNw BY: RW DRAMNG NO.: S-2151 sM 5 OF 8 In N IN L y1;N�UFAC TtURI�Ir�. A E SEE DETAIL F" SHT. 5 ._. MAST 6" 3" 6" 3 ^ 6 <o io 6" 3" 1— 6" 3" k6^ 63" f-- 3_ ---I I I II II Ii l _I II I 13 I_ SEE NOTE - - 13 - 1YP. z 3 SHT. 4 SEE NOTE �• SEE DETAIL ^ 3 SHT, 4 SEE NOTE - - 6 SHT. 4 � "F" SHT. 5 - o 13 "1 v -j V1 ^ ,o o d 7YP.SEE DETAIL - - SHT. 5 - - 13 - SEE DETAIL _SEE DETAIL DSEE DETAIL TyP. �^ "E" SHT. 5 "E" SHT. 5 -H- SHT. 5 TYP• TYP. - J" - L SEE DETAIL "K""K- TYP. "M" SEE NOTE "G" SHT. 5 14- 4 SHT. 4 - TYP. T1P. 14 7YP. "M" J 6" 3--i ~ 6" 3" 3" 3"--i 6" 6 6" 3" SEE NOTE 3" 6" 6" 14 4 SHT. 4 6" 3" 3" ®TYP. DOUBLE DOOR SINGLE DOOR W/SIDELITES 453" GLASS BITE .463" GLASS BETE 34 32 40 33 1 1 32 EXTERIOR 25 1/8" TEMPERED l� 25 1/8" TEMPERED CLASS 40 GLASS 0'; .25" AIR o . o� ,25" AIR to.. o .o SPACE 0 SPACE Q O `Q' 17 .:6 Y ^0 z 1/8" TEMPERED z 1/8" TEMPERED GLASS z Y w GLASS INTERIOR 36 z Y = 41 ti -- $ SEE NOTE v 6 36 , z 0 g Q, w 6 1 SHT. 4 41 STEEL a SE NOTE 1 .25" STEEL INTERCEPT - a .25" INTERCEPT SH7, 4 SPACER SPACER 5" INSULATED GLASS W/ S" INSULATED GLASS BTS i 17F FRAME GLAZINGDETAIL W/ TCM LITEFRAME GLAZING DETAIL 813.684.3831 E08 100 uE: N.T.S. :. er: 7JH c. err RW 1M G NO, S-2151 zr 6 of 8 k 4.563' —� 1.063' i-- N in ^ N � 020 21 2 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 28 ILL .526' —h--'i 1.232" 33 PLASTIC UP LRE FRAME EXTRUDED BTS 141"� F 691 ` ----i I B INSWING SIDELITE 15 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL 0974 x 4 STFFI DOOR HINGE O 1 h v 1.531" SIDELITE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE L.IfS # .. �,�-� � u'1 �.--• 7.531 " --I O Fr. TOP RAIL WOOD COMPOSITE T o� O�--- 1.531 FC. BOTTOM RAIL WOOD COMPOSITE 1 rn . SS BOTTOM RAIL 11 WOOD COMPOSITE 9 }-- 1.077" --{ 4--- 1.531 " cinci rrc al e1'K SIDF STILF FINGER JOINTED PONDEROSA PINE 1.264" T N n' 1.531' FC. I ATCH SIDE STILE COMPOSITE I n M �----}- .526' If�--- 2.713' TCM (THERM.A-TRU'S POLYPROPLENE)M�ERMA-TRUSPOL�ROPLNE) O PLASTIC LIP LATE FRAME EXTRUDED —To 5.75" h--1.255 ` ��}•--7- {� -1.531 FC, WOOD HINGE SIDE S71LE In SELF I<vn.IUSTINC S.AJDLE 7HRESH_OLD 19 a ALUMINUMAINYL .045" WALL ALUM, Z� W I tl coHsu�T�vrrs. n 813.664.3831 2.375" BUILD" wm OS 10 0 In ^ `r scus N.T.S oNc. er: TJH RW —� CNK. NO RW Of+AM1N0 NO.: 30 5-2151 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE sheer 7 OF j 0 I RIP M oterial 1 HSTAR N .070 MINWINI RIK k FlBERCLASW DOOR SKIN .110' MIN. THK FIBERGLASS BY 1HERMA-TRU with yield h F girt -6,DOO psi FIBERGLASS 2 FC. TOP RAIL 1.531 x .94' THOW-TRV HOOD COMFOSITE WOOD COMPOSITE 3 FC. LATCH STILE -TRU, M000 C(%1°(7511E 1.531 x 1,209 WOOD COMPOSITE 4 FC. HIM,'F STILE HERMA-TRU, PONDEROSA PPff 1.01 x I T9 WOOD 5 FC BOTTOM RAIL 1.531' x 125' TFEl3A-1RU HOOD COMPOSITE WOOD COMP021 6 LYURETHAN FOAM (BASF, 1.91bs. DENS FOAM 7 1 SHORT REACH COMPRESSION WEATHERSTRIP -TRU FOAM 8 1 LONG REACH COMPRESSION WEA11iERSlR1° -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 1110 x 3 4 . PFH WOOD SCREW to From STEEL 11 1 SS BOTTOM RAL 1.531 x 94 I1t:78M-TRU LOCO CNIOSAE MOOD COMPOSITE 12 1110 x 2 LG. PFH W000 SCREW STEEL 13 1 jfS x 2 1 2 LG. PFH WOOD SCREW ST EL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL 15 SIDELITE 80T70M B007 .090 EXTRUDED VINYL VINYL 16 1 2x INNER WOOD BUCK WOOD 17-1 MAX, 1 4 SHIM MATERIAL WOOD 18 IKYAKSET TITAN 700 SERIES PASSAGE LOCK - 19 isu ADJUSTING 167" SADDLE TIREM ALUM. WOOD 20 x 1.25 HEADER IHFJ2MA- POfOE/i05A PINE WOOD 21 x 1.STRIKE JAJIB - W D 22 4• x 1.25 HINGEAWB -TRU. PONDEROSA PINE W 0 23 IKYAKSEr TITAN 700 SERIES DEADBOLT - 24 ASTRAGAL WIN DJAMBER 11 WR68T .052 WALL LUM. 6063-T6 25 GLAZING 1 2 INSULATED TEMPERED CLASS GLASS 26 SS RW STILE DOMA-TRU, PONDEROSA Puff 1.183 x I -WI WOOD 27 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28. INSWING DOOR BOTTOM SWEEP WNYL 29 8 CM NG WOOD 30 31 FC WOOD LOGO BLOCK 2375 z 1.515 R09A 1`00 PINEWOOD SS. LATCH SW THERMA-TRU, MU00 C(A WTE 1.183 x Tyl WD00 CDMP09TE 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE - 33 PLASM LIP LATE FRAME BTS, THERMA-TRU BTS 34 UP FRAM LAI THERMA-TRU T M 35 4.563x 1.25 BLANK JAMB -TRV PONDEROSA PME WOOD 36 SUQFTE SIDE SR F ThU MA-TRU 1.531 x .W Pp6EROSA PINE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 SS TOP RM. IS31 x .91 IFEAIA-11LU HOOD WOOO CINIPOSITE 39 NOT USED - 40 SILICONE CAULK SILICONE 41 8-10 x 1 1 2 PLASCREW FOR fTEA1 34 STEEL 42 SOVA TOP A 90TIOU RIA -TRU, IS71 x .656 FO'[IROSA PNE WOOD 43 8 -.2 LG. PFH WOOD SCREW STEEL 1.531 " rn L 38 v? CC Tr7P PAII .592" N— rn 00 N O .179" ON R CH COMPR W ION TH RSIRIP FOAM CELL CORE W NYL JACKET 3" 0 �79" w Oi O7 .171 t� OMPREBY SSION WEATHERSTRIP THERMA-TRU FOAM CELL CORE W/VINYL JACKET / DRILL TRU FOR .357" DIA. ASTRAGAL DRILL TRU FOR A #8 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T STRIKE PLATE 31 �_ 1.531 " ----i ----- 1.531 " i-- 1.316" --{ Y7 26 ss. WOOD HINGE SIDE STILE 4-1.767 ASTRAGAL HAS 00 (2) 8.0" BOLTS ® BOTTOM (2) 8.0 BOLTS ®70P 24 WINDJAMBER 11 WR68T ASTRAGAL (ALUMINUM 052" WALL TYP.) 8.0" ASTRAGAL RETAIN 0 n ? MATERIAL: C/R�Q I 1 d< YELLOW CHROMA E O> O 00 O Ln O °� CC Z O 1^j Lo C) 0 . �0 0 00 t\ = O O1 813.684.3831 scar:: N.T.S. MG. BY: TJH cNx. er: RW ppAwoc NO.: S-2151 L t*\�t\ 3UN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P.02 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Bullding Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits For Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (Le., buck thickness less than 1 lh") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 IA" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed 1 '/A". The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A' must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/AL". 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 1/4" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 .TUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 The attached table fists 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 farnoruso.oesla floridagxtruders com Florida PE License No. 49752 Florida Extruders International, Inc - Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61 G15-23. ®02, F.A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. nie: 2W2-LTR-R1A-W9 1,`j11�tl1tt111I 1 1 F1e j-. 4 . IL,TA �Z1IvZ' 2540 JOwett lane, 5anfoM, FL 327y�-16D0 • (407) 323-3300 • Fax (407) 322-3337 2 Job Truss Truss Type Qty Ply Centex-Orlando/1928-13 & C[Isk/4-17-3 5390'6899 131-11 COMMON"'0 1 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:40:30 2003 Page 1 -1-0-p 7-8-11 13-8-1 , 20-0-0 26-3-15 32-3-5 40-0-0 4,1-0 0 1-0-0 7-8-11 5.11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0 Scale —1:70. 5.00 F12 5x6 I 8x8 % 5x8 G K Cis 2 E18 5z6 i D � x8 1 5x w 500 S 1 4 C12 F H 0 S w S 5 8 ff I N S M N la Iv d o 30 = u T S R Q P 0 3x7 = 3x6 = 3x8 = 3x8 = 5x8 = 3x6 = 4-0-0 10-3-14 21-4-0 27-4-0 29-8-2 40-0-0 4-0-0 6-3-14 11-0-2 6-0-0 2-4-2 10-3-14 Plate Offsets X Y : K:0-4-0 0-3-0 P:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.14 R-T >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.47 R-T >529 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.04 R n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 299 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-13 oc purlins. Except: BOT CHORD 2 X 4 SYP No.1 'Except* 1 Row at midpt F-H B2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 1-R OTHERS 2 X 4 SYP No.3 2 Rows at 1/3 pts G-R REACTIONS (lb/size) B=1112/0-8-0, M=289/0-8-0, R=3521/0-8-0, Q=-81/0-8-0 Max Horz B— 178(load case 5) Max UpliftB=-285(load case 4), M=-175(load case 2), R=-688(load case 5), Q= 81(load case 1) Max Grav B=1112(load case 1), M=382(load case 7), R=3521(load case 1), Q=18(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--2144, C-D=-880, D-G=-785, G-1=1289, 1-K=1467, K-L=506, L-M=242, M-N=22, C-E=-1071,E-F=-572, F-H=-670, H-J--27 BOT CHORD B-U=1913, T-U=1868, S-T=649, R-S=649, Q-R=-749, P-Q=-749, O-P=-749, M-O=-130 WEBS D-E=-298, E-T--910, F-T=1220, F-G=1405, K-0=678, L-0=-435, I-J=-1408, J-R=-1362, G-H=-1389, H-R=-2157, K-R=-780, C-U=294 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint B, 175 lb uplift at joint M, 688 lb uplift at joint R and 81 lb uplift at joint Q. 8) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 214.01b down and 54.91b up at 4-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 10) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: B-U--20.0, R-U— 40.0, M-R=-20.0, A-C=-60.01 C-1=-60.0, I-N=-60.0, C-J=-60.0 1 V Concentrated Loads (Ib) a.K rn ,e Vert: U--214.0 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899BH1 Job Truss Truss Type Qty Ply Centex- Orlando/1928-B & Cfjsk/4-17-3 53906899 CJ1 JACK 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1 c 0-11-11 3A = Scale - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=-11/Mechanical, B=138/0-8.0, D=9/Mechanical Max Horz 8=35(load case 4) Max UpliftC--13(load case 5), Es=-89(load case 4) Max Grav C=29(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-28 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may'relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ1 ,Job Truss Truss Type Qty Ply Centex-Orlando/1928-13 & Cf1sk/4-17-3 5390€899 H1 HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1 -1-0-P 7-0-0 i 12-3-7 17-5-2 22-6-14 27-6-9 33-0-0 40-0-0 4,1-0-p 1-0 0 7-0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 1-0-0 Scale - 1:68. 7x14 M1118H= 700 M1118H= 5 00 12 5x6 = 5x6 = 7x8 = 5x6 = C D E F O H 1 1 1 w w h B I � J- �A rg 0 5x12 = R Q P O N M L K 502 = 2x5 II 500 M1118H= 5x6 = 5x8 = 5x6 = 2x5 II 5x6 = WOM1118H= 7-0-0 7-1112 12-3-7 , 17-5-2 22-6-14 27-8-9 32-10-4 331'P-0 40-0-0 7-0-0 0-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 0-1-12 7-0-0 Plate Offsets X Y : 13:0-3-13,Ed a C:0-6-8,0-3-8 F:0-4-0 0-4-8 H:0-3-0 0-4-0 1:0-3-13 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.92 N-0 >512 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.54 N-0 >306 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.28 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 241 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except* TOP CHORD Sheathed. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. BOT CHORD 2 X 6 SYP No.1 'Except` B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except* W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2 REACTIONS (lb/size) B=3290/0-8-0, 1=3290/0-8-0 Max Horz B= 75(load case 5) Max UpliftB= 900(load case 3), 6-950(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--7651, C-D--10313, D-E=-11877, E-F=-11858, F-G=-11858, G-H= 10317, H-1=-7650, 1-J=26 BOT CHORD B-R=6973, Q-R=7010, P-Q=7010, 0-P=10310, N-0=11877, M-N=10315, L-M=7009, K-L=7009, 1-K=6973 WEBS C-R=707, H-K=706, D-P=-1555, E-0=-637, F-N=-632, G-M=-1549, C-P=3744, D-O=1783, E-N=-21, G-N=1757, H-M=3749 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 900 lb uplift at joint B and 950 lb uplift at joint I. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 513.31b down and 181.21b up at 33-0-0, and 513.31b down and 181.21b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 :. • r �. Uniform Loads (plf) Vert: A-C=-60.0, C-H=-125.0, H-J=-60.0, B-R--20.0, K-R=-41.7, I-K--20.0 Concentrated Loads (lb) Vert: R— 513.3 K— 513.3 CQ P. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 Job Truss Truss Type : ,,,....... Qty Ply Centex-Orlando/1928-8 & C/jsk/4-17-3 53966899 H1A HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 1 1 0 p 5-9-1 9-0-0 16-4-9 23-7-7 31-0-0 34-2-15 , 40-0-0 4,1-0-? 1-0-0 5-9-1 3-2-15 7-4-9 7-2-13 7-4-9 3-2-15 5-9-1 1-0-0 Scale - 1:68. 5x7 = 3x6 = 3x8 = 2x3 II 5x7 = 5.00 12 D E F G Tq H 2x3 2x3 O I wt w1 w1 1 3 W3 A B BI K aIy 0 0 3x7 — O P O N M L 3x7 = 3x6 = 3x10 M1118H= 3x6 = 3x8 = 300 M1110H= 3x6 = 9-1-12 16-4-9 23-7-7 30-10-4 40-0-0 9-1-12 7-2-13 7-2-13 7-2-13 9-1-12 Plate Offsets X Y : D:0-5-4 0-2-8 H:0-5-4 0-2-8 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-O >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-0 >658 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.18 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, J=1653/0-8-0 ` Max Horz B= 90(load case 5) Max UpliftB--344(load case 2), J— 344(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3332, C-D=-3135, D-E--4008, E-F--4008, F-G=-4008, G-1-1=-4008, H-1=-3135, I-J=-3332, J-K=22 BOT CHORD B-Q=2995, P-Q=2880, O-P=2880, N-0=4008, M-N=2880, L-M=2880, J-L=2995 WEBS D-Q=265, H-L=265, E-0=-443, G-N=-443, C-Q=-151, D-0-1269, E-N=-1, H-N=1268, 1-L--151 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated per ANSIfFPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for thecorrectness 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 0 A-J- nCa1TCN UrtRAGC nrai emnn Shnn No- 53906899 LoUSLUIIICI V4U- 1 I V"r j VLJJLV35-v- --- - - --- - - Contractor/Job: 1928 B & C RF Date Re 04/24/2003 Draw No:53906899H1 A Job , Truss Tr°`ss T Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 , "xP8,, 53909899 HiB HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 1 -1-0-p 5-6-0 11-0-0 17-0-0 23-0-0 29-0-0 34-6-0 40-0-0 40-0 0 r 1-0-0 5-6-0 5-6-0 6-0-0 6-0-0 6-0-0 5-6-0 5-6-0 1-0-0 Scala - 1:68. 5x6 = 3x6 = 5x8 = 5x6 = 0 12 O E F 5.0Q 3x6 % 3x6 17 C W W 1 H 17 W4 W4 v B l � A d Ig 3x7 — O N M L K 3x7 = 2x3 II 50 = 3A = 5x8 = 2x3 II , 5-6-0 12-0-0 20-0-0 28-0-0 34-6-0 40-0-0 5-6-0 6-6-0 8-0-0 8-0-0 6-6-0 5-6-0 Plate Offsets X Y : D:0-3-0 0-2-4 F:0-4-0 0-3-0 G:0-3-0 0-2-4 L:0-4-0 0-3-0 N:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.26 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.54 M-N >871 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or B-0-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=106(load case 4) Max UpliftB=-317(load case 2), 1=-317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3425, C-D=-2926, D-E--2807, E-F=-3329, F-G=-2807, G-H=-2926, H-6-3425, I-J=22 BOT CHORD B-0=3067, N-0=3067, M-N=3277, L-M=3277, K-L=3067, I-K=3067 WEBS C-0-113, H-K=113, E-M=96, F-M=96, D-N=760, G-L=760, E-N=-642, F-L--642, H-L=-448, C-N� 448 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 -D CQ cte 0— 7t "t a 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 B -Job Truss Truss Qty Ply Centex-Orlando/1928-B & Cf1sk/4-17-3 53906899 ' HiC COMMON 1 1 Job Reference (optional) -Universg Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 -1-0-0 7-8-11 13-0-0 27-0-0 32-3-5 40-0-0 411-0P 1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0 Scale - 1:68. 5x6 2x3 li 5x6 = D E F 5.00 12 2x3 2x3 C G W W2 W2 3 _ d, 4 W O Al Ri �A Ig 0 3x7 — N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9.8.2 10-3-14 Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.50 L-N >952 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, H-1653/0-8-0 Max Horz B=122(load case 4) Max UpliftB=-290(load case 2), H= 290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3301, C-D=3027, F-G=-3027, G-H=-3301, H-1=22, D-E=-2895, E-F=-2895 BOT CHORD . B-N=2948, M-N=2495, L-M=2495, K-L=2495, J-K=2495, H-J=2948 WEBS C-N=-336, G-J= 336, E-L=-443, D-L=506, F-L=506, D-N=537, F-J=537 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint.B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality, requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i /_ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1C Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 53966899 H 1 D C(I Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 I -0-p 7-8-11 15-0-0 25-0-0 32-3-5 40-0-0 41-0,0 1-0-0 7-8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-0-0 scaJa -1:68. = _ 5.00 12 5x6 2x3 II 5x6 D E F 5x8 5x8 c w 2 3 G a e wa A 9 H ' T Ig 3x7 = N M L K J 3x7 = 30 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y: C:0-4-0 0-3-0 D:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >979 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 193 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=138(load case 4) Max UpliftB=-313(load case 4), H=-313(load case 5) BRACING TOP CHORD Sheathed or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-14 oc bracing: B-N. FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C— 3300, C-D=-3028, F-G= 3028, G-H=-3300, H-1=22, D-E=-2482, E-F=-2482 BOT CHORD B-N=2968, M-N=2314, L-M=2314, K-L=2314, J-K=2314, H-J=2968 WEBS C-N=-405, G-J=-405, E-L=-239, D-L=269, F-L=269, D-N=665, F-J=665 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 D Job Truss Truss Type Qty Ply Centex- Orlando/1928-B & Cfjsk/4-17-3 53906899 HIE CO` � 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:33 2003 Page 1 -1-0-p 7-8-11 13-8-1 17-0-0 23-0-0 26-3-15 , 32-3-5 , 40-0-0 40-0-p + 1-0-0 7-8-11 5-11-5 3-3-15 6-0-0 3-3-15 5-11-5 7-8-11 1-0-0 Scale - 1:68. 5.00 F12 5x6 = 5x6 = 5x8 E F TA 5xB D G 2x3 O i 20 c w W2 W2 H 4 w 3x7 O N M L K 3x7 = 3x6 = 3x8 = 5x10 = 3xB = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >972 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 204lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-6-4 oc bracing: B-0. WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B=1653/0-8-0, 1-1653/0-8-0 Max Horz B=-154(load case 5) Max UpliftB=-333(load case 4), I=-333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3311, C-D=-3025, D-E=-2145, F-G= 2145, G-H=-3025, H-1=-3311, 1-J=22, E-F= 2166 BOT CHORD ' B-0=2961, N-0=24221 M-N=2422, L-M=2422, K-L=2422, I-K=2961 WEBS C-0=-379, D-0=590, G-K-590, H-K=-379, E-M=557, F-M=557, D-M� 633, G-M=-633 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 E Job Truss Truss Type Oty Ply Centex-Orlando/1928-B & C[Isk/4-17-3 53906899 H1F COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 0 2003 MTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 -gip 7-8-11 13-8-1 19-0.0 121-0-0, 26-3-15 32-3-5 40-0-0 41-0? 1-0-0 7-8-11 5-11-5 5-3-15 2-0-0 5-3-15 5-11-5 7-8-11 1-0-0 Scale - 1:68. 5.00 12 5x6 = 5x6 = E F 5x8 - 5x8 D G 2x3 O 1 2x3 C W2 W2 ti 4 W J A 9 � la � 0 30 — O N M L K 3x7 = 3x6 = 3x8 = 5x12 = 3x8 = 3x6 = 10-3-14 , 20-0-0 29-8-2 , 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y : D:0-4-0,0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >966 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell - 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B-1653/0-8-0, 1-1653/0-8-0 Max Horz B=170(load case 4) Max UpliftB=-352(load case 4), 1_ 352(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, 8-C— 3307, C-D=-3025, D-E=-2115, F-G� 2115, G-H=-3025, H-1=-3307, 1-J=22, E-F=-1965 BOT CHORD B-0=2956, N-0=2434, M-N=2434, L-M=2434, K-L=2434, I-K=2956 WEBS C-0=-363, D-0=577, G-K=577, H-K=-363, E-M=579, F-M=579, D-M=-726, G-M=-726 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint I. 5) Truss shall be fabricated per ANSIRPI 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 c C5 cli t CL Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 F Job Truss Truss 7ftius-,.,.... -. ,_�. _: Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 53966899 T1 COMMON 17 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 -1-0-p 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40-0-0 11-0 p 1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0 Scale m 1:67. 5x6 = 5.00 12 E 5x8 i 5x8 D F O 2x3 O 2x3cc C W2 2 G 4 Wei 8 H l A I6 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y : D:0-4-0 0-3-0 F:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 H-J >960 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 195lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-2 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 cc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/size) B=1653/0-8-0, H-1653/0-8-0 Max Horz B--178(load case 5) Max UpliftB--360(load case 4), H--360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13a22, B-C--3306, C-D=-3026, D-E=-2113, E-F--2113, F-G=-3026, G-H--3306, H-1-22 BOT CHORD B-N=2955, M-N=2436, L-M=2436, K-L=2436, J-K=2436, H-J=2955 WEBS C-N=-360, D-N=574, D-L=-737, E-L=1164, F-L--737, F-J=574, G-J— 360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall, verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Y Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop %53906899 Contractor/Job: 1928 B &CRF Date Req:04/24/2003DrawNo:5390681 Job , ICJ2 Truss (Truss Type �Oty I Ply ( Centex-Orlando/1928-B & Cfjsk/4-17-3 53906899 JACK 2 1 , Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 N Scale = 1-10-3 1-11-11 1-10-3 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=155/0-8-0, E=19/Mechanical, C=44/Mechanical Max Horz B=47(►oad case 5) Max UpliftB=-67(load case 4), C=-44(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-30, C-D= 4 BOT CHORD B-E=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint B and 44 lb uplift at joint C. . 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 bustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ2 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 53906899 GE2 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1 -1-0-0 10-4-0 20-8-0 21-8-0 '1-0-0 10-4-0 10-4-0 1-0-0 Scale - 1:36. 3x6 = 2x3I1 G 2x3 II F H 2x3 II 2x3 II 5.00 12 E I 2x3 11 2x3 11 T T 17 2x3 11 2x3 11 C T T K T T TiT e L M `d 3x5 = v U 3x5 = 2x3 11 2x3 II - 2x3 II 3x6 = 2x3 II 2x3 II 2x3 11 2x3 II 2x3 II . 7-4-0 20-8-0 7-4-0 13-4-0 Plate Offsets X Y : G:0-3-0,Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.08 V >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 V >680 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 L n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=364/0-8-0, L=228/13-4-0, S=-280/13-4-0, T=638/13-4-0, Q=113/13-4-0, P=177/13-4-0, 0=123/13-4-0, N=253/13-4-0 Max Horz B=100(load case 4) Max UpliftB=-123(load case 4), L= 71(load case 5), S- 285(load case 6), T=-224(load case 4), P=-70(load case 5), O_ 47(load case 5), N=-79(load case 5) Max Grav B=364(load case 1), L=228(load case 1), S=124(load case 4), T=639(load case 6), Q=124(load case 7), P=177(load case 1), 0=123(load case 7), N=254(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C- 185, C-D=-125, D-E=-100, E-F=-184, F-G- 117, G-H=-134, H-1= 145, I-J=-142, J-K=-151, K-L=-159, L-M=21 BOT CHORD B-V=111, U-V=111, T-U=111, S-T-111, R-S=111, Q-R=111, P-Q=111, O-P=111, N-O=111, L-N=111 WEBS F-S=53, E-T=-338, D-U=-45, C-V=-51, H-Q= 91, I-P=-130, J-O=-97, K-N=-180 NOTES (6) 1). Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B, 71 lb uplift at joint L, 285 lb uplift at joint S, 224 lb uplift at joint T, 70 lb uplift at joint P, 47 lb uplift at joint O and 79 lb uplift at joint N. 6) Truss shall be fabricated per ANSI/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 11 n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE2 Job Truss Truss Type Qty Ply Centex-Orlando/1928=13 & CCsk/4-17-3 53906899 T2 M ��"°°" 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1 ,-1-0-0, 7-2-13 10-4-0 13-5-3 , _19-10-8 1-0-0 7-2-13 3-1-3 3-1-3 6-5-5 Scale - 1:34. 5x4 = D 20 O 20 5.00 12 c E 2 w F B IO 3x6 It 3x6 II ax10 = 5x7 = 10-4-0 19-4-0 1 ?-10�8 10-4-0 9-0-0 0-6-8 Plate Offsets X Y: B:0-0-2 0-5-13 F:0-2-6 0-0-9 F:0-6-14 0-2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.13 B-G >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-0 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2 REACTIONS (lb/size) B=851/0-8-0, F=766/0-8-0 Max Horz B=111(load case 4) Max UpliftB= 215(load case 4), F=-137(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-1362, C-D— 1054, D-E=-1049, E-F=-1308 BOT CHORD B-G=1179, F-G=1107 WEBS C-G=-352, D-G=677, E-G--255 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint B and 137 lb uplift at joint F. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard CA \ � 4l. �t n I1nut-A Ant Aklr%^ GAL..... R1... G7AAGQAA customer No: 11045 Ciu Stumet 14d,11C. CE111 GA 11wivia.J—1--r—alpw vvvvvvav Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T2 Job I russ I russ Type Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 53966899 CJ3 JAr.1"&"U"Fi � 4 1 Job Reference (optional) Univel'sal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries; Inc. Tue Apr 22 16:26:36 2003 Page 1 -1-0-0 2-11-11 C ' 1-0-0 2-11-11 :::uI scale - 1:7. A 2-10-3 2-10-3 2,11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz B-63(load case 5) Max UpliftC--52(load case 5), 8=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-43 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/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 responsibiliti. for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ3 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Crsk/4-17-3 53966899 GE3 0.(VIMQ 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 -1-0-0 4-8-0 9.4-0 10-4-0 1-0-0 4-8-0 4-8-0 1-0-0 Scale = 1:18. 3x4 = D 20 II 2x3 It E C 5.00 12 ST1 ST1 1 T1 e F � Ig 12x3 II H 2x3 I 3x4 = 3x4 = 2-0-0 6-1-8 9-4-0 2-0-0 4-1-8 3-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 F-H >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=443/2-0-0, F=417/3-2-8 Max Horz B=-55(load case 5) Max UpliftB=-137(load case 4), F=-121(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--562, C-D= 452, D-E=-448, E-F=-553, F-G=21 BOT CHORD B-1=462, H-1=462, F-H=462 WEBS C-1=72, E-H=52 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint B and 121 lb uplift at joint F. 6) Truss shall be fabricated per ANSI/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 Y' I i ] Y .. CO (-T3. If Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 539068991 ,IEJ4 Forest Products,lnc., , NC 27215, Qty Ply Centex-Orlando/1928-13 & Cfjsk/4-17-3 r1, 8 1. Job Reference (optional) 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 �xa — 3-10-8 4 0 0 3-10-8 0-1 8 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Scale CSI DEFL in (loc) I/defl PLATES GRIP TC 0.13 Vert(LL) n/a n/a TL20 245/193 BC 0.06 Vert(TL) -0.02 A >762 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 1st LC LL Min I/deft = 240 Weight: 14 lb BRACING TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=93/Mechanical, B=239/0-8-0, D=36/Mechanical Max Horz B=82(load case 5) Max UpliftC= 74(load case 5), B=-73(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=30 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.0psf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint C and 73 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4 Job Truss Truss Type Qty Ply Centex- Orlando/1928-B & Clsk/4-17-3 53966899 EJ4A JACK Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 1 4-0-0 B 4-0-0 Scale - 1:9. 5.00 12 Tt A B1 c %f4 — 3-10-8 1_0- 3-10-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 A-C >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=144/0-8-0, B=108/Mechanical, C=36/Mechanical Max Horz A=75(load case 5) Max UpliftA=-20(load case 5), B=-76(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=36 BOT CHORD A-C=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint A and 76 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard c: :'.. 2'! J yio i. ,a ww �_ _ nra_ rrwwwi+www Customer No: 11 U45 customer Name: CaN i tx nuivLtJ VriLHIVUV JnuP IVu. ;J'JVw0ZTZ1 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A Job Truss Truss Type City Ply Centex-Orlando/1928-13 & Cfjsk/4-17-3 53966899 HJ4 ENDJACK TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 1 -1-5-0 5-7-2 1-5-0 5-7-2 C Scale = 1: 1. 3.54 12 T1 B E B1 D 3x4 = 5-7-2 5-7-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.07 B-D >897 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0.12 A >177 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly'applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=212/0-11-5, D=202/Mechanical, C=-17/Mechanical Max Horz B-73(load case 2) Max UpliftB=-166(►oad case 2), D— 62(load case 3), C=-90(load case 2) Max Grav B=212(load case 1), D=202(load case 1), C=81(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-E-18, B-E=18, B-C=-5 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint B, 62 lb uplift at joint D and 90 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: A-E--60.0 Trapezoidal Loads (pit) Vert: B=-6.8-to-D=-113.1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ4 Job 11 ,. Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53966899 CJ5 JACK 4 1 Job Reference (optional) Universal Forest Products,lnc., BurIingtoh—,N0T72t5—,J-eTKerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 1 -1-0-0 4-11-11 1-0-0 4-11-11 cafe = 1:11.1 5.00 V2 T1 B B1 D 3x4 = 4-10-3 4-10-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=126/Mechanical, B=275/0-8-0, D=46/Mechanical Max Horz B=100(load case 5) Max UpliftC= 94(load case 5), B=-69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=41 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit± for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard to Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ5 Job Truss Truss pe Qty Ply Centex-Orlando/1928 B & CJsk/4 17 3 f t! � 5$06899 EJ7 JACK 14 1 Job Reference (optional) Universal Forost Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1 W = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 6-10-8 -B Scale . 1: CSI DEFL in (loc) I/defl PLATES GRIP TC 0.55 Vert(LL) n/a - n/a TL20 245/193 BC 0.20 Vert(TL) 0.17 A >93 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 1 st LC LL Min I/deft = 240 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. REACTIONS (lb/size) C-190/Mechanical, B=352/0-8-0, D=66/Mechanical Max Horz B=137(load case 5) Max UpliftC=-135(load case 5), B=-62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-61 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph;h=15ft; TCDL=6.0psf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/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 responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ7 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cllsk/4-17-3 53966899 HJ7 ENDJACK TRUSS 2 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1 -1-5-0 , 5-8-7 ' —- -- 9-10-1 r i 1-5-0 5-8-7 4-1-10 Scale - 1:18. D 3.54 F12 3x4 C 1 W2 w1 B H B1 O F E 2x3 11 2x3 3x4 = 5-8.7 -- - 9-10-1 _J 5-8-7 4-1-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=428/0-11-5, E=403/Mechanica►, D=222/Mechanical Max Horz B=163(load case 4) Max UpliftB=-194(load case 2), E--36(load case 3), D=-148(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-H=18, B-H=18, B-C=-842, C-D=46 BOT CHORD B-G=781, F-13=781, E-F=0 WEBS C-G-169, C-F— 857 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint B, 36 lb uplift at joint E and 148 lb uplift at joint D. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-H— 60.0 Trapezoidal Loads (plf) Vert: B=-1.7-to-E=-49.5, H— 0.0-to-D— 148.5 ti s 2-. yx ` V" ti Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7 Q J J �ZJ x H Q � U�3 Q�� c::, CU J ry "ItPq X CU r dt Pq CU Must have a minimum Cie�rance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. Rating D- W t— L._ i • ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK By OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) (WI DO.W HEIGHT) CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN WOOD BUCK & MAS•Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT T INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REQ'D. 1/4' MAX. (SEE NOTES). FLANGE TYPE WINDOW FRAME HEADER GLASS. (TYP.) (SEE NOTES) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM II6 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW. FRAME SILL B.W. (BUCK WIDTH) INSTALLATION ANCHOR _ ONE .BY WOOD 3/16' DIA.. TAPCON BUCK BY OTHERS SHIM AS REO'D. . RIGID VINYL 1/4 E ' MAX. GLAZING BEAD (SENOTES). (T.YP.) GLASS (TYP.)(SEE NOTES) I-1/4' MIN. EMBEDMENT D. STU O BY ETHERS m FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE a & WOOD BUCK PERIMETER . -CAULK BY OTHERS W.W'. (WINDOW WIDTH) B.H. (BUCK CAULK BETW_EN HEIGHT) WOOD BUCK 's MAS'Y.. OPENING BY OTHERS SECTION B-B CONCRETE OR MASONRY OPENING BY OTHERS I \ W.W. PRECAST SILL v v A BY OTHERS A B C NOTES SECTION A -A •• 1) SHIM AS REQ'D, AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. �Y 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 B �� v VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL.( 5) USE EXTERIOR OF WINDOW FLACAULK FOR PERIMETER SEAL AROUND W.H. F C 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 �q TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 7OPSF SIZE S I Z E 12 t8 t/S X 25 B B F.G F,G F.G F.G 13 18 1/8 X 37 3/8 8 B F,G 14 18 1/8 X 49 5/8 F.G. F.G 145 18 1/8 X 55 1/4 8 B F,G F.G 15 18 1/8 X 62 B 8 B B F.G F•G•H•I 16 7 7 18 1/8 x 71 _ 18 1/8 X 83 B 8 F,G F,G,J,K 1H2 25 1/2 X 25 8 8 F,G F,G F;G F,G IH3 25 1/2 X 37 3/8 6 B 8 F,G F•G,H,1 1H4 25 1/2 X 49 5/8 8 B F,G F,G,H.I lH45 25 1/2 X 55 1/4 8 8 F.G IH5 25 1/2 X 62, 8 B 8 F,G F•G•H•I 1 H6 I H7 25 1/2 X 71 25 1/2 X 83 8 8 F,G,J,K F,G.J.K 30 1/2 x 26 29 1/2 X 25 8 8 B F ,G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B B F,G F,G 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 F G F G H1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B B F.G F,G,H.I 30 1/2 x 63 29 1/2 X 62 B 8 B F, F,G,H,I 30 1/2 x 72 29 1/2 x 71 B F.G.H.1J.K F,G,J,K 30 t 2 x 84 29 1/2 X 83 B 22 36 X 2S 6 8 B 8 • F,G F,G 23 36 x 37 3/8 8 B F,G F,G,H,I. 24 36 X 49 5/8 B B F,G F,G,H,I 245 36 x 55 t/a 8 B F,G,H,1 F,G,H,I 25 26 36 X 62 36 X 71 8 6 F,G,H;1 D,E,F,G,H.1 27 36 X 83 B B F,G,J,K . F.,G,H,I,J,K 42 x 26 41 X 25 8 B 6 B F,G F,G,H 1 42 x 38 3/8 41 X 37 3/8 8 B F,G F,G,H,I 42 x 50 5/8 41 X 49 5/8 8 8 F,G,H,I F,G,H,I 42 x 56 1/4 41 x 55 1/4 B B F,G,H,1 D,E,F,G,H,1 42 x 63 41 x 62 41 X 71 8 8 F,G,H•1 D,E,F,G,H,I 42 x 72 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 B A,C A,C F,G F,G.H,1 48 x 50 5/8 47 X 49 5/8 B A,C F.G,H,1 F,G,H,I 48 x 56 1/4. 47 X 55 1/4 B A.0 F,G,H,I D.,E,F,G.H.1 48 x 63 47 X 62 47 X 71 8 A.0 F,G,H.1 D,E.F,G,H.1 48_ x 72 47 X 83 F JK DEFGHIJK 48 x 84 52 1/8 X 25 B A,C F,G F,G.H,1 32 33 52 1/8 x 37 3/8 8 B A,C A,C F,G,H,I F,G.H.1. 34 345 52 1/8 X 49 5/8 52 1/8 x 55 1/4 B A,C. F,G,H,1 D.E.F,G.H.I 3 5 52 1/8 x 62 8 A.0 F,G,H,I F,G,H,1 D,E.F.G.H.1 D,E,F,G,H,1 3 52 1/8 X 71 52 1/8 X 83 6 8 A,C A,C F,G.J.K D.E,F,G,J,K,J,K. 37 + 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE INTERNATIONAL, INC EXTERIOR ELEVATION AS A KEY._1 ��, : FLORIDA EXTRUDERS 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON 3 SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 .SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN- EMBEDMENT INTO WOOD BUCK. A 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN. THIS TITLE: INSTALLATION DETAIL PR1N7.ALSO.APPUES TO THE FLORIDA EXTRUDERS 1500 AND 2000 \ / T N SERIES SINGLE RUNGS. E E V A t I O SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 & 2000 11) WHERE WINDOW IS INSTALLED IN .MASONRY OPENING WITH A - STRUCTUAL TWO BY WOOD BUCK, USE # 10 SCREWS OF y DRAWN BY: B B APPROVED BY: SUFFICIENT LENGTH TO . ACHIEVE 1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ' ALL INSTALLATION FASTENER LOCATIONS. $ �``-=`' - DATE: l 0 / O9 / O l SCALE: N T S DWG.: .E L E X OO 16 .x.. PREPARED BY: PRODUCT & "APPLICATION ENGINEERING. INC.: 250 INTERNATIONAL PKY., SUITE 250. 805-0366 HEATHROW, FLORIOA32746-SHONE. 407 805-0365 FAX 407 }LDC S.H.JAMB yp;) i 7 { X [ vn i%00 _&H. — #2 X =/C SELF TAiZO'^:G Sj_..0 ' MULLION Tt TApP_T` SMc C 1/:96- / TI IIa MuU 1�ti! I APPii`iC SNS I SEALANT BETWEEN — WIND01J FLANGES MULLION - #8 X .I-1/? SELF . �A.PPTNG SN:S SE_C ? ifJZ i , ice i J� -_ x i TUBE MU-1 L Inn; 10, r JAM.3 {T :!R) loon S.H. JAMB CTYp,) #a X1/2SELF I Ai PING: SMS \L SEALANT BETWEEN !N +/ Dj 0W FLANi=ES & MULLION `- #8 X i-? /c SELF. 'App v? S.�jS r f f X C X ?!S7 I_ N FY •r 00:11 BY 12THEPS rONC ram! i',�iSL iRy { r B- -t1 -A _y CM j ya ... - ^ i/ SELF 1000 S " JAMB C T YP,i !FF { t tin Tv-.- ( t k AiN To { t s: t-EH, 1�-._ _.ii_N - ! ( iA-Ppi JES T i ` HEAD �C j 1S{LL W;iER i tt X ^c �i ti - fnhi A r. J :�'^Cn is E3 w«i L L u r: n, i_ I r #8 4 '•; - $EL r',NSTAU ATION ANCHL !Y!_l1i,` t.S jt F.' 1:1y, Ti_:r.^,I ,N ,- . i { SCREW ANCHOR ' [ Y;'.i E � 1 S_L L CLIF i?c�. .t ��L S:.. `� SEALANT B T'J _EN 1 - S _ANT __ T W-1 T,P-�t%F-i ce: Si`i.S - WINr!_T'• FLANG=.S EFE �c ,1h= NT vdIM1DO'a FLANC S fMULLIi;h ` Q MULL ON Q c- ' APOTINIG SM- i { S El"C' T i`.JiV `i Z - _ X 3 X 2/8 i i UBE M'J_L10N t� No° DETAIL — Y � A 1 KiiXi! 1ARY F-I ATL ?�L1D TIO'J�L "NC{ -TORS. `+iHE^d ?=CtO.RE ILi ( (D I I ' yuo. cc:c0Tur L .- I Mt ii . T7; f i j { t ! EI EVAT(ON SELF C ME WE - vl ! P X I i=,T'';;OR E '^ T A P P I N G; Si,s _ -- - -- - +------ — ----- INTERNATIONAL, INC FLORIDA -EXTRUDERS SANFORD, FLORIDA TTITLE: �'`__ 1000/' 5_00 L,^ NGE Sr�LrT 1- OF ''j 11 T i y� s S`r_ �TNER SIDE t SHE. T OF ?) FG±� ; ,; D`S=� =SSORE C`PAC ITIIES �- 48 X I—i;`% SEI TAFPI.`1% SM; % ;DRAWN BY: N'' � APPROVED BY: I tTI. TP, .'� ! ? T� Q('AT �''• :,.i.: - nw2 ' WW-1 (, SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES 7-- - ;CAPACITY CAPACIfY__7 C i CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY WINDOW 1 CAPACITY WINDOW 1 X2X 1/8 CAPACITY 1 x2X 1 /8 CAPACITY 1 X2X-' 5/8 CAPACITY 1 X2X3/8 !lX2 7/16XI/811X2 7/lr.Xi/81IX2 7/lr-X3/8 MULL '1 X2 7/16X3/81 t MULL lX4Xl/B !TUBE MULL lX4Xl/8 BE MULL TUBE i X4X3/8 ;TUBE MULL i I 1 X4X3/8 TUBE MULL 2X4X3/8 TUBE MULL CALL TIP-TO-ITIP TUBE L !TUBE MULL MULL: MULL RS 2 ANCHORS 4 ANCHORS TUBE MULL TUBE MULL4 4 ANCHORS 1 2 ANCHORS ANCHORS :TUBE MULL TUBE 1 4 ANCHORS 2 ANCHORS ANCHOR S 1 4 ANCHOR s SECT. A-A(5) t 6 ANCHORS SECT. A-A(5) I 4 ANCHORS SECT. A-A(6) 6 AN CHORS I SECT. A-A(6)_ 6 ANCHORS SECT. A-A(7) SIZE SIZE 2 ANCHOR S ;S ECT. A -A(l) SECT. =A I L_l-i SECT. A -A(2) -,S�C �'SECT A-A(3) SECT. A-A(3) !SECT. A-A(4 ---------- SECT. A-A(4) 11187.72 '791.81 11187.72 11187.72 12 19 1/8 X 2 6 1336.52 732.42 1336.52 - 692.83 336.52 732.42 i 336.52 1732.42 11.456.46 i791.81 493.47 740.20 493.47 1740. 20 740.20 13 119 1/8 x 38 3/a,'209.72 317.66 209.72 '429.55 :209.72 1 456.46 4- 0 209.72 1 - i 359.41 i 1 539.12 359.41 '539 12 1.539.12 14 19 1/8 X 50 5/9,131.23 1131.23 152.75 1:177.46 .152.75 193.92 152.75 !271.83 319.55 460.17 319.55 1,479.33. 1479.33 145 19 1/8 x 56 1/41-94.13 '94.13 T 1127.29. 127.29 135.81 139.09 1135.81 i 194.97 :136.64 282.02 423.03 282.02 1423.03 1423.03 15 19 1/8 X 63 65.97 .65.97 89.21 89.21 97.48 97 48 64.27 119.85 90.09 90.09 '212.62 I i 212.62 296 .98 1296.98 1365.75 16 19 1/8 X 72 143.49 43.49 58.81 58.81 36.45 .64.27 !39.83 39.83 155.84 i _55 .84 1131.79 131.79 1184.08 i18 4.08 294.03 17 19 1/8 X 84 26.96 1262.87 26.96 572.13 36.45 262.87 541-.20 1262.87 572-13 262.87 2. 13 618.52 927.78 1618.52 1927.78 1927.78 lH2 26 1/2 X 26 1239.21 157.93 323.48 i 157.93 343.74 157.93 '343.74 1371.61 557.41 1371.61 557.41 1557.41 1399.53 1H3 �6 1/2 X 38 3/a 157.93 �6 1 /2 X 50 5/a`97.25 97.25 i 113.20 1131.51 1113.20 143.71 113.20 1201.45 26q.35 11399-53 266.35 399.53 1353.55 :11353.55 lH4 IIH45 �6 1/2 X 56 1/469.43 69.43 93.89 93,89 1100.17 1102.59 1100..17 1 143.81 1235.70 207.10 ; 339.42 236.83 2,35.70 1207.10 1310.65 1310.65 lH5 26 1/2 X 63 148.44 148.44 165.51 165. 51 171.58 71.58 88.01 .11,00.34 165.86 55.44 11155.44 :!217 1217.11 1267.38 lH6 26 1/2 X 72 '31.79 T i3l.79 I 142.99 i 1 142.99 i .. 46.98 46.98 65.86 140.64 195.93 95.93 133.99 1133.99 1214.02 IH7 1 26 1/2' X 84 19.62 119.62 i2 6.53 26.53 28.99 i 28.99 40.64 22 37 X 26 1216.75 471.75 216.75 471.75 1216.75 1471.75 1216.75 i471.75 1 1510 1765 1510 765 431.36 1765 1431.36 I i 122.22 I 1250.32 122.22 1266.00 1122.22 1266.0 0 1287.57 431.36 1287.57 - . 23 - - - - --------------- P7 X 38 3/8 122.22 185.12 '99.17 185.36 -F 108.37 185.36 1151.91 1200.86 '301.29 1 i 200.86 1 301.29 1301.29 _�4 7 X 50 5/8 73.3-4 5.51.97 173. 34 151 lE5.36 170.28 1; 70.28 '74.98 176.79 174.98 107.65 '176.43 254.07 176.43 264-64 126464 245 �7 X 56 1/4 11 97 48.70 48.70 53.21 _T_ 65.43 74.59 1153.96 176.06 .153.96 12,30.94 230.94 25 37 X 63 36.01 1 X 72 '23.47 36.01 23.47 31.74 131.74 w53.21 34.69 '34.6 9 i48.62 48.62 .114.76 1114.76 1131.6 w 1160-30 -4 1197.41 26 37 14.39 119.46 19.46 21.26 2 1 .29.81 '70.36 '70.36 '98.27 198.27 156.97 27 37 X 84 114.39 1191.61 417.04 191.61 1394.49 1191.61 417.04. : !191.6 t 450.85 4J 7. CYi '_4 b76.28 ____ 450.85 1676.28 1676.28 32 1 53 1 8 X 26 1 - ­1 198.38 1 1201.51 #--- - - 1 ;-214.14. -24.4.14 1231 .50 w 347.25 1231.50 1347.25 :347.25 33 1/8 X 38 3/8-, 98.38 149.02 + b,). 4,'] _t".38 t 76.04 5.45 3.09 -65.-45 1231.01 11-54.00 231.01 :231.01 34 �3 1/8 X 50 5/8156.23 '56.23 53.17 53.17 _�6 156.73 r 158.10 156.73�i -J81.44 133.48 192.22 i 1133.48 1200.23 1200.23 345 56 1 /41! 3 9 153 1 8 X .32 Tii� 126.92 136.40 36.40 139.78 I 39.78 I 48.91 - . l' I 15.5.7-6 lt5.08 131.60 5*08- 72.63 1172.63 35 53 1/8 X 63 26.92 17.34 '23.45 123.45 25.62 125.62 135.92 135.92 184.77 184.77 -151.39 I 97.21 ! 118.41 1145.82 36 53 1/8 X 72 17.34 1110.51 14-21 14.21 15.53 15.5.3 121.77 21.77 151.39 !71.78 1 71.78 120.8 t 37 53 1/8 X 84 10.51 SERIES 1-000 & 1500 FLANGE VERTICAL INTERNATIONAL4 INC. FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES r TLEIJ L T r-:S TI: Nv Rx r- t A l"f_ r L 1,4 u SHEET 2 OF 2 -f VER T 01 N`�' `E R, 0 0(_� L 50 0 NOTE: , A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY: APPROVED BY: FASTENERS REQUIRED AT EACH END. 8) DESIGN -PRESSURES GIVEN ARE FOR 1.5 X r- DATE: 0 FSCAI E: VMrr u PG 2 i SHIM AS RE'Q'D SHEATHING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE S. SHEATHING I t y I STUCCO OR SIDING BY OTHERS PERIMETER - CAULK BY OTHERS X k k- �, A Ili �1 lr !.o ! D FAR uDERS _if I SLIDING GLASS DOOR FRAME SILL — INSTALLATION ANCHOR �— DOOR WIDTH /4' MAX. SHIM SPACE . INSTALLATION ANCHOR 8 SCREW Two BY WOOD _ #8 SCREW 1-1/8 MIN. BY OTHERS TWO BY WOOD EMBEDMENT BY OTHERS TWO BY WOOD SLIDING GLASS BY OTHERS DOOR FRAME CAULK BETWEEN JAMB. HOOK STRIP ti SHEATHING SLIDING GLASS DOOR HOOK STRIP 1/4' MAX. SHIM AS REQ'D. (SEE NOTES) SHIM SPACE INSTALLATION ANCHOR I-1/8' MIN. 8' MIN. tt8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS (TYP-) : CAULK BETWEEN . DOOR FLANGE SHEATHING SLIDING GLASS $ — DOOR FRAME HEAD SHEATHING BY OTHERS PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED GLASS �— TEMPERED OTHERS STUCCO (TYP.) STUCCO OR SIDING GLASS (TYP.) OR SIDING - BY.❑THERS 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 I-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF . SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE-' - - - - 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. - - / 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. / 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. / 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT / LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE G 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. p 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.. 11) SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS- MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. A 13) WHERE 'x REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED \ / T �I CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. EXTERIOR E— E v I I I) 14> SECTIONOT NS CANAIGUBABRONS L HOOK ESTRIPODETAIIL PPLYNTONINSTALLATION TutC GOF ALL VAPPROVED ER CATION p EMBEDMENT CONFIGURATIONS. e 0 1-1/4' MIN. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR 1S SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. Q n c D REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY ❑ R I D AINT. INC. SANF",ORD FL. CAULKING UNDER SILL L OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16'. DIA. TAPCON TITLE: SLIDING GLASS DOOR • SECTION A -A INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: FE 2002 ATE: 12/17/01 SCALE: NTS DWG #fLEX0027 SHT I OF 7 aoronorn Rv. PGnnikrT c APPLICATION ENGENEERING. INC., 250 INTERNATIONAL PKVY., SUITE 250, HEATHROW. FLORIDA, 32746. 407-B05-0765 FAX 407-805-0366 -� r . #8 SCREW INSTALLATI❑N ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO .61 PSF TO UP TO 46 PSF TO 61 PSF TO SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 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, OX, XO 60. X 80 6 6 6 8 8 8 4 4 4 6068 XX, OX; XO 72 X 80 8 8 8 8 8 8 4` 4 4 8068 XX, OX, xO 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, OX XO 120 X 80 12 6 12 6. 12 6 8 10 10 10 10 10 10` 5 5 5 5 5: 5 5080 XX, OX, X❑ 60 X 96 6080 XX, Ox, XO 72. X 96 8 8 10 10 10 10 10 5 5 . 5. 8080 XX, Ox, x❑ 96 X 96 10 10 10 10 5 5 5 10080 XX OX XO 120 X 96 12 12 12 12 12 12 6 6 6 50100 XX, ❑X, XO 60 X 120 6 6 8 6 8 12 12 12 6 6 7 60100 XX, ❑x, XO 72 X 120 8 0 0 6 7 8 80100 XX OX X❑ 96 X 120 0 8 8 8 8 8 4 4 4 9068 OXO 109 1/8 X 80 12 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 -14, 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16•:. 16 16 8 10 10 5 5 5 9080 OXO 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 x % 16 16 16 12 12 5 7 8 90100 OXO 109 1/8 X 120 12 12 12 .12. 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 ' 14 ' 14 12 8 8 4 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 8 8 10 4 5 5 5 9080 XXX 106 5/6 X 96 12 12 12 10 10 10 5. 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 5 5- 5 15080 XXX 178 5/8 X 96 16 16 1 16 10 10 10 6 7 8 90100 XXX . 106 5/8 X 120 12 12 12 12 12 12 12 6 7 8 120'100 XXX 142 5/8 X 120 14 14 4 12 12 8 4 4 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 - 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8. 8 4 4 4 16068 OXXO 191 5/8 X 80 18 18 18 8 8 8 4 10080 OXXO 119 b/8 12 12 12 1 10 10 10. 1 1.0 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 10 5 5 5 16080 OXXO 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 OXXO 143 5/8 X 120 14 14 14. 12 12 12 6 6 7 8 160100 OXXO 191 5/8 X 120 18 i8 19 12 12 12 4 4 10068 xXXX 11 1/4 X 80 12 12 12 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4. 4 16068 XXXX 189 1/4 X 80 16 16 16 8 8 8 4 4 5 5 10080 XXXX 117 1/4 X 96 12 12 12 1.0 10 10 5 5 5 5 12080 XXXX 141 1/4 X 96 14 14 14 10. 10 10 10 5 5 5 16080 XXX-X 189 1/4 X 96 16 16 16 10 10 12 5 7 8 i00100 XXXX 117 1/4 X 120 1.2 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 19 12 12 12 FLORIDA EXTRUDERS •. INT. IN. SANFORD, 'FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS " ANCHOR NOTESENGINEER: DRN BB DATE 12/21/01 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE: CIVIL 1 SCALE! N.T.S. RESHEET, NO-FLEX0027 y_ ~e FL. REG. NO: di1R� — V..LETTER: SH, nc BASIC WIND SPEED = 90 M.P.H. (FASTEST MILE) 110 M.PJ-I. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT ± 0.18 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = -22 , -IS PSF - ROOFS = +20 , -20 PSF (-30 F'SF AT OVERHANGS) PLAN: 1928. VANGUARD/FOX & JACOB ORLANDO DIVISION GENERAL NOTES SHEET INDEX I. DO NOT SCALE THESE DRAWING5: WRITTEN DIMENSIONS AND NOTES SHEET NO. SHEET NAME SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. C - COVER SHEET. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL Al - FOUNDATION PLAN, FOUNDATION DETAILS BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER A2 - FLOOR PLAN, INTERIOR ELEVATIONS QUESTIONS PERTAINING TO THE DRAWIN65 AND/OR SPECIFICATIONS. 5. IT 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, A3.1 - STRAPPING SCHEDULE COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. A4 - ELECTRICAUHVAC PLAN, RISER DIAGRAMS 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY GORE WITH JURISDICTION TO COMPLETE THEIR SCOPE Si - STRUCTURAL DETAILS OF WORK. S2 - STRUCTURAL DETAILS 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = I'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE SP - STRUCTURAL DETAILS FOR OPT. CVD. PORCH DRAWN TO 1/5" = 1'-0". ALL I'1X1I PLANS ARE DRAWN TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE 51ME AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". ��,_.. I�t.,r6 ' @lsr inia Caparros, P.E. VANGARD & .^i f�a L[',:� ENGINEERED BY: rEFNIRRICAN� FOX & JACOBS GINEERING HOMESbTe LL w J �g L (D _J W 0 O mtc .n q. designed by. nl drawn by dmw design cbeckatl by. aww date: 01-22-01 sheet: C of: l A 3\" CONC. SLAB W/}IBERMESH - O 6 MIL VAPOR ARRRER OVER TREATED COMPACTED FILL CMU II l_j '2 / 5 BARS .F-- %1 MONOLITHIC SLAB - CMU ONE STORY 3\" C011c. SLAB W/ FIBFRNESH 2% WD. STUDS 0 16. O.C. OVER 6 M6_ YAP BARRIER OVER 2% P.T. BOTTOM OVER TREATED COMPACTED FILL PLATE W/ 1/2"XB" AS. 32" O/C AND "O" 3Y O/C n GRADE 2 / 5 BARS 16" H MONOLITHIC SLAB — FRAME ONE STORY 3\" LONG SLAB W AnrMESH NON LOAD BRG. WALL OVER 6 MIL VAPOR BARRIER 3 1/2' 1 # 5 REBAR CONT. OVER TREATED COMPACTED FILL W/FIBERMESH 3 1 2` CONC. SLAB — OVER 6 MIL 1. / 5 REBAR CONT. W/FIDERME.0 u VAPOR BARRIER OVER 6 MIL 1 E-5 REBAR CONT. OVER TREATED pR BARRIER COMPACTED FILL OVER TREATED GRADE 'COMPACTED FILL 87 X THICKENED SBRING D SLAB Z DOIMEPRESSED EPRESSED S ENRD CONC. PATIOS -NON BEARHOWER NON BEARING GARAGE 25" MIN. LAP (=R- BAR " R LAP \ ' 5 BAR 8.8 LINTEL FILLED N/ \ N•5 CONT. \ Q 5 HDRIZ. BAR - \ CONG. FILLED ' \ Q�U TOP COURSE VERTICAL REBAR UVI ".5 ' SEE FLAN CHAIRBLOCK - L B LINTEL BEAM REINFORCING SINGLE COURSE LINTEL CHAIR BLOCK UNDER FRAME 3/4-1 D_ ANCHORAGE TAPCON: BLocI< TO EXT. FRAME SHEAR. STRENGTH CONNECTION (TYP. SPACING) TAPCON: 3/16" 0 12" G.C. EXP. BOLT: 1/2" 0 48" G.C. J—BOLT: 1/2" 0 48" O.C. X TEST REPORT IF 150-20068/ PROFESSIONAL SERVICE INDUSTRIES,INC.SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL, " 1 1 - INFORMATION - EXPANSION BOLTS' SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT DIA. EMBEDMENT HOLLOW BLOCK 3/76" t-1/2" 846 LBS. 1/4" -1 1075 LBS. DETAIL DENOTES PIPE PAS INGUJATHROUGH STE_ - DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING THROUGH FOI 2 SIZES LAR_'.ER THAN 6L GROUTED SOLID PIPE PASSING THROUGH AROUND PIPE PI SLEEVE ir SEE FOUNDAtION PLAN- I i RAWLS FOR REBAR CIU4NTI1 1 1 r 1 I CONCRETE FOOTER PRODUCT LOCATION EMBED DIA. MIN. EDGE DEPTH - - DISTANCE RAWL-BOLT GROUTED MASONRY 2.5" 1/2" 1.5" RAWL-BOLT CONCRETE 3" 1 2" 2.5" MAXIMUM SPACING OF FILLED EELLS UW.PJ3UTED. CELLS THAT CAN RESIST A 100 M.P.H. LOAD DESIr.N WALL PRE55URE T = 22 P5F MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS 15 25 P.5.1. - A.C.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43• MASONARY STRICTURES AF-A) M = r1"1 /8, 5 = W°L"LX12/ 8XT = 95.43. 1 = 10.4 FT. USE 8'-0" HORIZ. SPAr-IPES - 9'-4" CEILING MAX. (FS = 13) USE fi'-0" FORIZ. SPACING 10'-0" TO 12-8' CEILING MAX. USE 6'-0• HORIZ. SPACING - 12'-8" TO 18' CEILING MAX. 4 ADD LINTEL W/ 0) •5 CONT. I. 9'-4" HGT. (+/- 81) THI5 sTidLl1JRE HAS BEEN D TO MEET OR E?LM THE IIO.MP.H. 3 StiDNO C-A6T5 WIND LOAD REOUIRQ'IETfiS DF THE FLOR113A E4ILLIIINE5 CODE 2001. - OPTIONAL 3G" X 42" X 4"CONC. PAD e N ITING 36" X 42" X CONE. PAO EEVE SHALL BE — iIZES LARGER THAN 'E PASSING THROUGH HICKENED LAB UNDER pp g (O03 i`nuY°1"G VE'•i;'F"R�6:, F,3�`. '1' rt y F ®rlda L� rzse �IRR/SAN€ • ENGINEERING /�'a� (PR p 4 2Ca3 40'-0' 5'-10. 5'-10. X .D Io! VARIES I I I Itn'\ I 1 I __________. rA\---------------------------------------------", \\ 1 \\ PRECAST S.G.D. THRESHOLD G I \\ I I \\ 1 1 \\\ 1 I \\ I I \\ FOUNDATION SLAB NOTE: I I \\ 3 1/2" GONG. 5LA5 n/FIBERMESH 1 \\ uV OVER 6 MIL VAPOR BARRIER ON I \\ GLEAN, WELL COMPACTED TERMITE- 1 1 \\ RE-515TANT TREATED FILL OR "RECRUIT 2" 5Y5TEM (TYP) 1. I \\\ 1 LT I \\ I I \\ CD I \\ \\ 1I /4-\, - I L4`v+.'L CHASE I 1 TO'�Ni1EN5ER a I I \\ G 1 I \\ ® 1 I \\ I I \\ I I \\\ I I \\ I 20'-3 r5A&" \\ I v I ( 1 �-------------------- I I - / I --- ----- / 'WC CHASE VARIES To CONDENSER GARAGE FOUNDATION PLAN 'A' NOTE: DOUBLE LINT E ENO D EET S2 E - ON 'A' ONLY EXTEND Fta P �1 WS._-9•O/C 3/4" WCESS AT GARAGE DOOR • NOTE. DCTUOLE LINTEL ® EA.BLE .END DETAIL SHEET S2 I. ELEVATIONS 'A' 4 'B'. 17 i • I„ ARIES I I sW•! 1 I i ao 1 i I G i 1 __ ------- __ GARAGE VARIES Z - -----� o-o' 1 EXTEND FTG 4' I o I ARIES 20'-0 3/4" 1w Sb 9. O.G i L�--------------------� J _ G - X - L --- -----� PARTIAL FND. PLAN 'B' 'G' - - �- Y I6'-01 - I'-4" 2'-0" 5'-d — B'-4" MONOLITHIC FOUNDATION PLANS ® M4•cp-p• � ' 0 c0 vl J U -^a^-� 1a- T LL W Z 0 p�0 00Q Z 0 0Z) LL 0 LL e LL r - checked by: avrvv date: 01-22-01 sheet: Al Of. ALLOWABLE ALLOWABLE '5 REBAR WITHIN FOOTMG W/ 25" MIN. SPLICE OVERLAP i (SEE FOUNDATION PLAN PULLOUT' SHEAR - FOR SIZE). 76i LBS. 1765 �s. TYPICAL `FOOTING DETAIL - 1831 LBS. 2537 LBS FOUNDATION - DETAILS MONOLITHIC "F 0 \ OD SPLASH M \\ KITCHEN A KITCHEN' B �, •, ._ SCALE- � I O SCALE- V4"=1'-O" - MC 9 M a o v KITCHEN G BATH D SCALE- V4"=1'-O" SCALE- 1/4"=1'-O" F 6 LIGHT STRIP J AT CPT. VANITY / ! 3 \ w y BATH E SCALE- 1/4"=I'-O' INTERIOR ELEVATIONS 1/4 C91 N 9PLABH C a \ PT. FIREPLACE - va•=1•-O" M15G. OPTIONS 7;kh Ln � ALL 9TRlL^.R1RAI. WOC� NEADEF'91� TO HE DCXIBLE vx ,;" 1]JLE09 NOTED OTIER'.Ot_ _ I NOTE: SEE FOUNDATION PLAN FOP. PALED OF!1-OCATION. I I:IIIII IiI 9'-C- Ar-r--. cx=w� rr •. li:av }mod p � - s^s .4 "t 6'�,Y. Jed. is .Y�a.Sr��aDe P.E. NOTE ALL FRAME {HALLS TO BE 3 In UNLESSOTYERW!SE NOTED. AREA GALUJLATI 5 FI6E^0d lE:GP1��:J���9 IST FLR LIVING--: 28 5F LCh9 : �`i (i •7 04 ��J�%�l�`AN>� aa�Et�e�r�G` INE_ERI(VG GARAGE: 426 SF GOVEREt7 ENTRY: 21 SF � ' TOTAL: 38! SF ks OPiIGNA1 A.0 LOCA.TIOH cone: PAno (2) 255H (+21/ 2W EGRESS (2) 255 (+21/ -28) ' Z'6x6'B 6'D%6'8 s sN Q t W.I.C. Z, ! m B - 8' FLAT M. BEDROOM 11_6 3/4" �, I — a• FLAT � � IReS !GREAT ROOM B'rLAT C v E _Oi� VTR , .9 C o � DINING _ BEDROOM E3 D' FLAT 0' FLAT ! � VENT � m V I- VAIf T OL T I � IS' -I 1/4" m I I^ r—_ zz R/A LIVING ' mN xsa- x ' A.` -LESS LAP.=ORM 9' FLAT t - NOTE: AIR HANDLER TO HAVE I I � MIN- OF 4" CLEARANCE ON WN' 12'-4 114" ALL SIDESAND ENCLOSURE SPACE SHALL BE i`IIN. 12' 'WIDER THAN AFFL;ANCE v Z068 � I m - GARAGE— �- -- a FOYER z6xs'a � FLAT 6Z60 BI-FOLD Q '. rLLOOR PLAN 'A' . 8' FLAT e 0 L z� tl1 CN vw d7��^^gsg� ES LL1 a4E �ev'Isions: _ W Z rizAl-r_ PAR FAL coLrn 2'-O" sheet_ II I'-4" 2'-0° 13'-4 Vlb" - A2 I 40'-0 I/I6• � FLOOR PLANS of_ NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRLISS ANCHORAGE: NOTE: U USE (1) TYPE •C' (OR INTER(- ABLE TIE) FOR TRU55 TO FRAME WALL OR BEAM CONNECTION UNLE55 NOTED OTHERWISE (UN.O-) 2) USE (1) TYPE "A" (OR MTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UN.OI 3) USE EI4UH26-N (OR NTERCHANGEABLE TIE FOR ALL J015T HANGER CONNECTIONS (UNO) 4) USE (3) 16d OR (3).131 x 3 1/4• PASELODE CAN NAIL TO FASTEN JACK TO HIP GIRDER (T.B) 5) GABLE TRUSSES REQUIRE (1) TYPE •A" OR (1) TYPE "C' STRAP AT 45' O/C FROM CENTER OF TRUSS. SEE POST STRAPPING ON It AND 2nd FLR PLANS F'NEUMATIG r=quivALENt MAY BE SUBSTITUTED FOR HAND NAIL DESIGNATIONS• NAIL VALUES_ BASED O "NATIONAL DE5104 SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 8U3c - "NAILS AND SPIKES - LATERAL LOAD DE51GN VALUES" NAIL SHEAR VALUE Obod Bd 103' 10d 125• Ibd 149' 0 40-0-0 ROOF TRUSS LAYOUT S' $ 'O' 0-4 4 7 LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. TC LIVE: 20 psf TC DEAD: psf SPACING: 24" O.C. BC LIVE: 0E: 0 psf DESIGN BY: CM ec DEAD: 10 psf DRAWN BY: KSB TOTAL:psf 1. OUR FAG: 1.25 tlGALe: — W •D" STRAP APCONS (TYPJ HALF COLUMN DETAIL ROOF PITCH 5 MENEM ■���NONE cr Effl STUCCO DETAIL SCORED BANDS 4 HALF OOLUMN DETAIL KYRRIC,lNE ENGINEERING ROGF PITCH 12 REAR ELEVATION l/S' STUCCO ON LATH - WOOD STUD EXTERIOR WALLS (TYP) ■■■ ■■■ ICITEXTUIED FINISH ON CMU '■■■ ■■■ ■■■ - •_ WALLS _ I ', ■■■' •w 1 SCALE: 1/4" • 1'-0• SHINGLES El IL" LLJ RIGHT SIDE ELEVATION SCALE: 1/8' . 1'.0" y b� LL W W F_ ZD 00 ~ Q > J W U) J U) W W F— L_ w0 cif I .J 3 OFF RIDGE VENT G GABLES (TYP.) Qnn of 0 CEMENT TEXTURED ® co FINISH (TYP.) ------- ----------------------- LEFT SIDE ELEVATION 3.1 W SCALE: US' . I'-0• a P @ E L-1 III Js� OFF RIDGE VENT COMPOSITE SHINGLES ievlsions- aae: CEMENT IkAmrik 171, TEXTURED FINISH (TYP.) deigned by. N drawn by. d— design checked W. ewr+ dabs: 01-22-01 sheet a� A3-B SCALE: I/4" -'0•.. • IRR' �p..4 -.2C, Of. r--N`-{ I `` CODE DE5GRIPTION LISTINGCOMPLIANGE FA5TENER5 N LOAD ) UP LIFT MAX. L% YP5PF A META18 CONCRETE STRAP SBCCI 9603 1 I 14-10dx1.5", 2 I 10-16d — 1500 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14-10d 3116 1000 . 860 D LSTA30 STRAP TIE NER 413, 443 22-10d — 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 1.6d 10000 1550, 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56,/ 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34"0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 3 4"0 x 8" 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q SP4 . TOP PLAT ANCHORS 4X NER 432 443,499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530 X HGT-2 HEAVY GIRDER . TIE DOWN NER 432 8-10d & 3 4"0 or LBP 5 8" 0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 980 700 GG HTS20 HEAVY TWIST TIE . NER 413 24-10d x 1.5" 4430 1450 1245 II HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8" 0 . 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1 I 14-10dx1.5" (2)ply 14-10d — 1735 11495 LL IHHETA20 CONCRETE STRAP INER 393,469 (1)ply 17-10dx1.5", (2)ply 15-16d — 2130 1 1860 00 IMTT28B HOLDDOWN I NER 393,432 24-16d AND 5 8" OR 3/ 4" DIA A — 4455 14455 t 00 J I �€a 0 O 1a sr s, Hai ® 9 ' IBV131f#I6: . - ILeg rda iYL �1�IC� Cs cn e� desWwd 14 parros/E-.E. dnvmcycmwOesipn I data: 01-2241 - t t�R/tyAN� FI©rs Lien �' �3EJ�9 sneer ENGINEERING � All °` APR' 0 4 2603 � LOAD TADIE-LIMEU QUANTITY EQUIMENT. 13REAKER CONDUCTOR OA 2 1 RANGE 40A 2/P S 10p00 2 1 DRYER 30A 2/P 10 51000 1 VISHWASHER 20A W 12 1200 I REFRIGERATOR 20A W 12 540 I I DISPOSAL 20A W 12 540 1 1 WASHER 20A W 12 1500 2 2 SMALL APPLIANCE 20A W 12 3000 6 6 GENERAL LIGHTING 15A W 14 5" I I GARAGE DOOR OPENER BA W 14 B00 I 6 PADDLE FANS (Ib) 15A 1/P 14 500 SUB -TOTAL (WATTS) 30230 1 aL 10oW WATTS AT 100% 10000 WATTS REMAINDER 40% 8,016 WATTS A.C. 3000 WATTS TOTAL 3,000 WATTS 21152-24o WATTS TOTAL LOAD AMPS W.13 AMPS SERVICE SIZE 150 AMPS 2 / 0 SER CABLE a. w METER rd eW v3 150 A RANGE 8/3 M MLO DRYER 10/3 M 04 BARE PANEL SMALL APP. 12/2 W3 CiA LKTHTING CIR 14/24 WS TO PPL TRANS 8" GROUND ROD I928 ELECTRICAL R15ER VIAOJ150 A 4 WIRE SERVICE N.T.S. 2• V?R 3' V.TR Iln• IVY LAY LAY 2' VTR 2 W 3• 3' TUB 2' 3• Oom. W.V 3' LAVIIR' 3, LAV 3 3• 2' 2' WG 3 Wri ' 3. 3' 2' TUB 3' 192! PLUMBING RISER DIAG. A o FLTS. ELECTRICAL LEGEND � OIRIfX RECEPTACk£ M fR0UNr1 FAULT M TOR XATE44 Fib _DTy iEUMAW OU11ET 230 VOLTS PH PHONE OURET rL A/C DISCONNECT ® EXHAUST FAN —� —TON - —O,B POWER BVROH —q'4 4 WAY SWITCH —{]® DOOR BELL -�'x 3 WAY SWITCH p WCANDESCANT UHT 2y5� DOOROELL WIPES RECESSED UHT ® WOKE DETECTOR ML MOUNT ..' VAPOR PROW r� SR010: DETECTOR WALL MOUNT 51 HED W1 JIRICTIOH Box EWORESCEHT MI E ELECT PANEL g FLOOD LGH S CEILRG F.W PREWIfE gas (4 BULB) WRAPPED FLUORESCENT 40 X BYEL FROM OPTIONAL 3.0 TON 240V I N 5 Kw NOTE: SEE ATTACHED HVAC FOR ELECTRICAL PLAN CORRECT PLAN: DO NOT USE • i/4•-r-0, HVAC LAYOUT ON THIS SHEE7 V Q V f^ Q a W W Q E U) UJ� U Z U E o0 J U � w W J J a- w LLB w J s CN V j� r �j W Fs Q 00� Osit revislorts: am: al..�oM desityted by: N drawn by. dmw design hacked by a— datw 01-22-01 sheet A4 of. In J W F- z J tA 7 0 W N w F_ N a ck F- v Q C a cc V w m 6 R ?I p ". 8§I@ITIIIW R a g 5 a F <- SAIR f 8pp �a '�663a ppF 7188i upiSa �ppi �FF a a�� A�QLF� 9��89�i i"�L �P`d SIW �I:99rt gg� g�fdFF c�13 �3���8�E 9p aai��a=�3°� FI� ���q�p�F4°�q��fil�{{S�Iry�l��y�,e[��z[o�gg9[�$•y��Fpp'�p�ggq���[ylaSSslv�9ppa�y� � J li FpWW d&M q_7pp1 &gYN�7.19 HMO �O _$ ooa�A1�6�mF1A8pp i6lEl5IN Rp Rlk 9C71I SS[�q x7---il 59I yAgya �';Y��W �jeM SQ 5i� r;�#�$ iHp MTF AFp lip �: �d� Yfgur;.`-��,��bAk ��nU'g993 ye��peR �6�h'g�°FBg a a e"w,3ddB A �'��J]4 p° P ��J]y a j W ��•JaJ g �.�JW].. � 4 yy� gp yy� 4 pd&��������1)s5�d5� ��=-F9����a�����4�g�-t III 4�a�a���a2 g�1g��an€���n jWff���g�ff@���g�@. SP$�#9R��Ndry�dg�f��=r���4 f 4g4�g� 00e�'���w���F7h�����3�m�e�ff�aQ����a�� 1xF�Snje; Ronnn9�ofiiI�VY�A1'FlP P53�9 Y M5M p��? A R n c9 9 �4 _t ° �4 'f t o? Q 1 Y QI N V) a co (S�WJ �IREAo�B�AI Q K5FY���1WW�1)�� �e;�#��w�1355psa& �I�I�IAI€I�I91r1 �Iliill"Fllllcl m m Q U W B Ag r o �� b � S 6 m < 8n� s by 9 ��q1y$. 1w! g iP6°mG 9 c 5 N q�By- 9 gq I F oNm-g IL b N 8gw ofs 6@ 1�.1p;8� 9fl W � �� •g�y,Z_�6�pd� p�; tnlg }�IBpbMgaoItip � _ -8[ggs•yCLL �C�E.g iSE€3E Om 9U�00Hia0� OLLRILfn �pgpp�lY6. 2e 9LL Log Bi9��nnSp��ml 4oa'aprnnlZpg _ EKLL a B"�9<C�a?E�lol�<Q<-�i�dl<IlOC _ri eif vi .d rm =rim 6 vi .d r • - rimio .ur 'd A� -4 ETeXXXX LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 IT-4" 8FI2-IB/IT ALLIED LINTEL: A-13 L 2 l'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 3 T-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 4 -I'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 5 4'-6" 8FI6-OB/IT ALLIED LINTEL: A-3 L 6 8FI6-IB/IT ALLIED LINTEL: A-5 L 81`I6-IB/IT ALLIED LINTEL: A-5 L 8 8FI6-IB/IT ALLIED LINTEL: A-5 L 9 4'-6" 8FI6-DB/IT ALLIED LINTEL: A-3 L 10 4'-6• 81`I6-DB/IT ALLIED LINTEL: A-3 L 11 4'-6" 8FI6-OB/IT ❑PT. BAR. SVC. DR.; ALLIED: A-3 L 12 4'-6" 8RFI4-DB/IT ALLIED LINTEL: A-3 is I w 0 0101 Ory Ory Q in r _pm FN, °n m m Ifl m m m ul N ry fV .'rv`rvry 0 0 0❑ mary r rri �i�o mZ_m m x 00 01 ry ry rymry g �"eal c m pry m_ 0 m ry _ ry o I- gp Ory ,aca 1mm�aa w ryryoapm_ UI .0 f11 �opm� n - m = p Z 3 IfI I IL nW �, J!,� roc- r- r- - 11 Goo �mYo LnIRr7IF iX m?iI m ory ry _ ❑ Wt o Hemffi n AM FF,N ry rmi i� zWi o�.;•o�a rvm a.nry a ema p=nm p�'a aarm < o ry w N T i mv,n i a i rma— _Nm T T t i m -3 < < < Q Q Q < « « < Q < Q JI Z N� �� �LL —❑ LL9 Q � � P -D a<Ep�m w E ❑ wm I- ogoo rb a g La n� LL: u u LL• Z glukPsi I - w s�t § 9 � c2Lf w Q � U T61 E� -��2 � _rinifm m "m c 0_ 3-w-L 5v 5aWA ,LINTEL SEF—TIONS �oirvv ��a m iilaiii pp i� rvrv-�'+ m m v 3�00❑ a ❑ oo ❑ ❑ ❑ f a mDT N al ir°i ra- ry m cC a rvry _ � 3 0 0 mr�pry ❑❑ SY'°'jmQgr❑ ry �pp $j]tjjj r (Il O 0 , „ ❑ P 0 w ` ❑❑ D D m ❑ opr;,yl a "� j.J .O ao m L ry a�❑m o x�00 LLgo °o°o ocmg ic _ `ar❑mpo oF�o m a g m a ❑ ��ppmu❑-i mry aa"rt�m _ m❑ .p ry roGmm o,°o !m rn i�! °ry hidr7i niJn ❑n m id im� o� ;coda �Qm< o-_nin Pmai a a_�E o rvm a inrc ry ll.l N my INU7 r�tr- o _rvm'T - Ui L9 L10 L11 5 MBAR AT TOP MIN. (U REQ'D 1-V2• CLEAR ? CMll Y Cam • •5 REBAR AT BOTTOM F FILLED WITH GROUT / U =UNFILLED .D • • OF LINTEL CAVITY F BOTTOM REIwORGNr. rOUANTITY OF '5 MBAR AT 5/8•ACTU PROVIDED IN LINTEL I �TTOM OF LINTEL CAVITY 8• NOMINAL WIDTH (VARIES) f 8FI6-IS/IT NOMINAL WDTHJ LQUANTITY OF 9 NOMINAL HEIGHt REBAR AT TOP TYPE FIE51ENATIEIN L8 L7 L6 1928 LINTEL ®IAG. I �5lRRlSAN� ENGINEERING � f GAS LT,) ' SCq�E �14. Mares r�mfla �,aparr©�, t�',�, Fgcsir:W i�tmh: \t ; 50'9' 9 n � � m r �i Q 0 J W Z_ J 0 revaions: by. designed Gy. ' drawn by dmw design rt .&.d by aww dame: 01-22-01 sheet: A5 Of: 9 CAST-CRETE SAFE, LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS I. f precast lintels = 3500 psi. 2. ft prestressed Impels = 6000 psi. " ga 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 3, f'c grout = 3000 sf w/ maximum 3/8 a te. 4. Calcrete masonry Imps (CMU) per ASTM 90 IN/ minimum net area compressive strength = 1900 psi. S. Ret� provided in prerslst 11hte1 per ASTM A615 GRSO. Field rebor per ASTM ABIS GR40 or GR6O. B. Prestressing strand per ASTM A416 grade 210 law relaxation. -1 l/32 wire per ASTM A510. 8 Mortar per ASTM C2l0 type M or S. GENERAL NOTES 1. Provide full mortar head and bred joints. 2 Shore filled lintels as required. - 3 Installation of lintel must Comply with the architectural and/or structural drawings. 4 Lintels are manufQctlred with 5-112" long notches at the ends' to accommodate vertical cell reinforcing and grouting. 5 All lintels meet or exceed L /360 vertical deflection, except lintels I1'-4" and longer with a nominal height of 8° meet or exceed_L/180. 6 Bottom field addedrebar to be located of the bottom of the lintel cavity. -11/32" diameter wire stirrups are weldedto the bottom steel for mechanical anchorage. 8 Cast-m-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9 Safe load ratings based on rational design analy515 per ACI 3I8.Qhd ACT 530 SAFE L❑AII TABLE N❑TES 1. All values based on minimum 4" becrng. Exception: Safe loads for unfilled. lintels must be reduced try 20% If hearing- 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 ollowable load on the section specified. 4. SoFe toads biased on grade 40 or grade 60 field rebor. S..Additional lateral load capacity can be obtained buy the designer by providing oddional reinforced masonry above the precast lintel. B. One #1 rebor may be substituted for two #5 reblars in 8" Intels only. 1. The designer may evaluate concentrated loads from the safe load tables bll 'colcufating the maximum resisting moment and shear at d-Away from the face of support. 8. For .composite lintel heights not shown, use safe load from next lower helgtlt. 9. All safe loads in units of pounds per linear foot. - NOTES: C►"s'`C.��. GRAVITY TYPE LENGTH aR116 earsa o-o lafl rxF ar:�-o -a d9Fb-ID BRFlO-I 8R-19 aR 1113 - -I MFW4E 4'-4" (52") PRECAST 1489 19il 3053 2982 3954 4929 5904 6850 1621 3412 4982 6412. 1941 941E 108M 4'-6' (54") PRECA5T - I35-1 11 1 2114 MOO 4481 5315 6264 n02 3412 4982 6412 1941 941E 108-0 5'-8" (68") PRECAST - 185 832 1602 1550 2058 2566 3019 3585 1153 2162 4014 5412 651E 5814 6839 S"Ol (lo") PRECAST l35 ll9 1500 1449 1924 2400 28-E 3352 1103 205 3811 6412 651E 54500641�li6'-8" (80") PRECAST H7J 1611 2933 25-6 3223 381216T1 2933 4100 6130 8n11'-6" (90") PRECAST 665 �1 1311 2252 1958 2491 _44164 r311 2329 3609 5492 66Z49'-8" (116") PRECAST 31I. 4208341253 1011 134z 16145M 928 1491 2119 2618 3595 8" PRECAST WZ 2" RECESS DOOR U-LINTELS ►rn�R�n UPLIFT LATERAL TYPE-Ir LENGTH aRFlo-1 aFZFl4-R aRFl6-rt eRF22-I eRF2fi-1 aPF�i &�16 BRFS alas -sr - aRFi4- I6- - o- aF�- (52") PRECAST 1244 1513 2413 5250 4112 4961 5825 932 932 _ 1244 1519 2939 3110 4008 4850 569E (54') PRECAST 1192 1501 2311 3121 3931 415E 551-1 853 853 1192 1455 2240 303E 3831 4643 -9453 (68") PRECAST 924• uu n95 2423 3055 3689 4325 501 501 924 1132 1141 235-1 29_Z 3503 4230 ('lp") PRECAST 896• 1139 1142 2352 2965 3581 4198 469 469 896 1099 15901 2288 2891 3491 410E (Hp') PRECAST 613 2042 2513 3101. 9642 83o 1100 1468 1981' 2509 3035 3563 (90") PRECAST 1325 1810 2280 2153 3221110 jF68B69-1 1B02 11152 2225 2b90 3151(116') PRECAST 808 1123 14131-04' 1995 IOI79 13b9 I128 2088 2450. *REDUCE VALUE BY 1596 FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS cC,Rm GRAVITY n.� LENCTN 8L� BFB-O IZ 16-0 20 24-0 28 -0 8f=8-08 8F1246 8FI6-IB 20- 24-I 28-I -IB 2'-10"(34") PRECAST Z30 316E 44T3 6039 152E 9004 10412 1193E 3166 4413 6039 152E 9004 10412 1193E 3'-6° (42') PRECAST Zap Sea 33-n a6e9 6001 1315 8630 9941 316E 4413 E039 1526 9004 10412 IR36 4'-0" (4$") PRECAST 20 Z325 249E 3461 4439 5410 6384 1358 264E 44-9 5039. 152E 9004 10412 1193E 4'-6' (54") PRECAST 1651 1181 1913 2651 3403 4149- 489E 5544 21-0 4021 6039 1526 9004 10412 9668 5'-4" (64") PRECAST 1184 1223 L;DI 1809 2311 2826 333E 384E 1665 2889 5o51 609E 5400 6424 1450 5'-iw(lo') PRECAST 912 100 10S4 1414 1889 2304 2121 M31 I0 459 246a 4144 5458 4431 5280 6122 (189 PRECAST - 93-1 11 1101. 3263 2146 3358 3911 4585 1255 2101 339E 5260 1134 8995 6890 l'-6' (90") PRECAST -IIS1 1029 1615 2355 1994 2439 2855 3333 1029 1515 2610 3839 5596 5613 51141 9'-4" (112") PRECAST - Sl3 632 1049 1469 1210 K82 I154 2021 168 1212 1818 2544 3469 4030 3121 6 I0'-"(126") PRECAST 482 802 #25 915 1122 1328 1535 456 658 1025 1514 2081 1 2114 3130 12404 ll'-4" (136') PRECAST 445 598 935 1365 1854 2355 1193. 21315 598 935 1365 1854 2441 3155 4044 i2'-O°(144') PRECAST 414 545 854 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 S590 13'-4"(160") PRECAST 362 421 126 1028 1931 1635 1224 1418 485 148 101E 1435 1855 2343 2920 14'-0"(168") PRECAST 338 361 648 919 1190 1462 1081 Rho 495 -too 1003 E35 1114 2153 2656 14',8" (06') f'RESTRESSE N.R. KR NR NR NR NR NR 465 165 1310 2045 26m 3185 3165 15-4" (184") PRESTRE SE N.R. NR -N12 NR NR NR NR NR 420 695 1250 055 23W 2890 3410 IT-4* (208')MESTRESSEI I N.R. NR NR NR NR NR NR NR 310 530 950 14013 18M 2200 26011 19'-4' (232")PRESTRESSE N.R. NR WNR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4'(Z%') PRESTRESSE N.R.. NR NR NR NR NR NR NR lea 330 610 940 1340 1180 2110 2141"(264")PRESTRESSE it N.R. NR NR NR NR NR NR. NR 160 30D Slo 810 1250 1660 1910 Z4'-0"(288")PRESTRESS N.R.. NR NR NR NR- NR NR NR 1So 240 410 120 1030 13511 1610 NOTES: I ALLIED MATERIALS $ INSTALLATION 1. reticr in precast Intel ERbO per ASTM A615 2. ret3 r in poured beam BR40 per ASTM ADS 3. Pc for precast Intels=4000psi 4. Ft for field concrete=3000p5f 51 concrete masonry units per ASTM C-90 nmrtor per ASTM F-210 type M or 5 6. calculations try: Richard O. Newman, P.E.,. Riddle -Newman Engineerng Inc. 1. shore ail composite Intels 4' OF- 8. oil composite beams calculated with 1#5 In top of beam 9. safe toads based on nominal 8" bearing (4" minimum). 10. all loads shown In pounds per linear Foot If. for lengthes not listed use next longer length for safe toad FIELD REBAR #5 GR 40 w J F W Q w r= - _ 1-5/a'ACTl1A 1 t i t SC t AVRI 3 C.M.U. CON -BETE FILL FIELD REBAR #5 GR 40 . 4-4- - UPLIFT LATERAL LENGTH TYPE 8F8-IT 1W12-IT 8FIb-1T -I BF241T 8F18-1 8F32-IT 8lfe 8f8 8F8-2T 8FR-2T 8F16-ZT 2 42 2 - 2'-l0"(34") PRECAST 21-1 2a16 4101 5332 5569 1811 9055 2OZ1 2021 2'IZl 21e4 3981 590 6401 1630 ABSI 3'-B" (42") PRECAST 2165 12289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 SD91 6051 103E 4'-D" (48") PRECAST 1818 1 1989 28212 3680 4552 5381 5245 938 1818 1925 Z150 3553 4422 5264 6110 938 4'-6" (54") PRECAST 1660 1-162 2501 3251 4010 4161 5525 121 12-1 1650 I1o5 2435 3111 3913 4658 540E 5'-4" (64") PRECAST 1393• 1484 010 2141 3315 4010 4648 50-9 SO5 1313 1431 2050 M10 2293 3920 4549 5-10"(10") PRECAST I212• 13s� 193v 2505 3084 3665 4241 418 418 1212 1315 IBIS 2441 3010 3583 4451 E.-6" (18") PRECAST 1141• 1200 1133 22-90 2159 3290 3812 101 88I 1141 1182 1584 2192 2-U3 321E 3T32 1'-6" (90") PRECAST 959• 912 1415 1914 2354 2191 3240 591 65l 990 1029 1466 1901 2351 2191 3245 91-4" 02') PRECAST 801• 612 980 1269 1560 1852 2144 454 630 801 155 1192 1550 1910 22-11 2634 I0'-6YI25") PRECAST 1l6• 498 193 11121 1251 149E I131 396 493 116F409 1039 i389 rul 2D34 2358 Il'-4" P36") PRECAST 666• 696L922 1104 - IBM Isis 363 556 666 905 1595 189E 2198 12'-0"(144") PRECAST GOP 531 1001 Iles 3312 340. 494 53I 818 1514 1199 2086 13'-4"(160") PRECAST 5UD•53z aal 991 u53 3O2 398 513 682. 1361 1631 189114'-O°168") PRECAST286 360548 529 1254 1561 181EF'RES7RESSE 243 295 4-99 124 85-1 990 N.R. 35l 243 352 582 852 115E 1491 1142 15'-4" (184') PRESTRESSE 228 225 218 329 430 542 1 553 -MI 611 1012 8111 1391 925 161E N.R. 32l I1'-4" (208")PRESTRESSE, 188 235 361 464 551 610 T14 N.R. 2-95 185 2l6 449 649 8'14 flo 1399 19'-4"(232")PRESTRESSE 165 I65 2111 239 3111 383 401 =136 490 S18 940 '66-1 1160 N.R. 2O4 21'-4".(256')PREST 145 186 218 355 433 512 590 N.R. Ill 142 212 335 - 4-11 635 801 993 22'-0P264")PRE5TRESSE 140 1e0 268 '343 418 493 558 N.R. 161 En 205 322. 451 601 111 94-1 24'-OY288")PRE-STRESSE 12l 165 244 32 390 441 N5 N.R. 1 135 124 f86 1 290 1 408 538 1 680 833 *REOUCE VALUE BY 2596 FOR FDRAOE 40 FIELD REBAR LINTEL TABLES ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"x8" UNFILLED 8"x8" FILLED 8"x12" FILLED 8"x18" -FILLED VX20" FILLED 8"x24' FILLED 8"x28" FILLED 8"x32" FILLED A -I 2'10" 6549 6251 10125 12000 12000 f2000 12000 12000 A-2 3'6" 3838 3858 523-1 8552. 11440 12000 12000 12000 A-3 "4'6" 2081 1914 3BB1 4616 618E 1269 8601 9924 - A-4 5110" 1128 1080 1810 2483 333E 3913 4631 5350 A-5 T6" 902 105E 1844 2542 3294 4029 4190 5522 A-Ei 9'4" 656 636 1112 1534 1994 243E 2902 334E A-1 1016, 489 483 841 1110 - 1522 1851 2211 255E A-8 11'4' 502 612 1125 - 1530 2002 2455 2931 3389 A-9 128' 421 488 900 1224 1604 1968 2360 2121 A-10 134" 393 419 114 loca 1381 1692 2024 2341 A-11 1 1413" 342 3-13' 690 938 1233 ISID 1808 2091 A-12 14'8"- 308 334 618 842 1108 13S2 1624 1819 " A-13 11'4" 212 285. 436 611 - 808 988 1188 1380 A-14 19'4" 250 395 496 850 1138 1408 IB98 1980 A-15 2011' 225 365 413 184 1052 1300 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH UNFILLED FILLEDV4224 FILLED FILLED FILLED FILLED FILLED 8XE FILLED AL D A-1 2'10" 309E 3150 10000 IOOOD I0000 10000 10000 4408 A-2 316, 1835 1816 10000 ID000 10000 10000 10000 2592 A-8 4'6' 1018 1051 5900 8203 9440 10000 10000 1415 A-4 510" 519 -603 3319 4300. 5303 .616E 1848 111 A-5 T6" 345 3111 1918 2552 3514 3661 4600 661 A-E3 9'4" 228 252 934 129E IBEG 2059 2542' 2941 423- A-1 10'6" 185 209 ISE. 1049 1341 1662 2025- 2941 329 A-8 11'4' 303 933 652 91-1 HID 1452 IISI 2028 451 A-9 12'8"- 241 282 615 16D 991 1232 1464 IB95 351 A-10 13'4" 253 253 SID 103 892 1109 1303 1509 320 A-11 1411" 225 324 413 652 824 028 119E 1385 - 288 A-12 14'8" 191 218 442 609 -169 955 110E f280 262 A-13 1l'4' 14S 253 351 483 6O5 l55 842 914 185. A-14 19'4" 184 214 308 420 52-9 651 115 82B 213 A-15 2010" 114 203 296 4D5 504 630 680 186 198 W 0 W /0 VJ W _z .J s e revisions designed by. ni drawn by. dmw design checked by: aww 'dafe: 01-22-01 sheet: A5.1 Of- s V t G 4 GENERAL NOTES r t-IT-> A I ROOF: 20paf FLOOR: 40pof STAIR 40psf 2. WIND SPEED 110mph 3-c. guata 3. ALL WOW TO BE IN ACCORDANCE WITH THE F13.C. 2001 CHAPTER I6. 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE : 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 310 2. MIX DESIGN CRITERIA: ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 150) COMPRESSIVE STRENGTH ® 28 DAYS 514ALL BE 2500 pal FOR SLABS AND FOOTINGS AND 3000 pal ELSEWHERE IUANJ. MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS: SPECIFIED NON -AIR AIR COMPRESSIVE ENTRAINED ENTRAINED STRENGTH CCNCRETE CONCRETE 2500 0.61 054 3000 055 - 0.46 SLUMP -SLAB ON GRADE 5" OTHER 5" WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33. 4. FI5Ef;41ESH FOR SLAB TO BE AT A RATIO OF .15 LB5JYARD. FOUNDATIONS i. FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING+ PRESSURE OF 2000 par. 2. IF FOOTING ELEVATION OCCURS IN DISTURBED,UNSTABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. 3. PREPARATION OF THE SU6GRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4, STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2) HORIZONTAL. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY : 1. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 530.1 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pal CONCRETE. (8" TO 10" SLUMP) 3. PROVIDE 25":LAP FOR STEEL e ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF 5HEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING.AND SHALL BE FILLED WITH CONCRETE. 5. CONCRETE BLOCKS $HALL CONFORM TO A51M C-90 (28 DAY STRENGTH 2O00 pail M-1500 pal), LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE N. 7 ALL RE -BARS $HALL BE GRADE 40 UNLE55 UN.O. - WOOD I. .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 DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. PERMANENT BRIDGING PERPENDICULAR TO 134E $PAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURER TRUSS. MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRU65ES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES : SOUTHERN PINE SURFACES DRY USED AT M% MAX M. C. GRADE NO2 OR SPRUCE PINE FIR SOUTH GRADE NO2 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAIL5. (HUCHES CONNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MNIMMM OF 1/2- DIAMETER AND 6" IN LENGTH (ASTM A-301) WITH MIN I I/2" DIAM. WASHER UAO. ' 1. PROVIDE FRAMING MEMBERS CF SIZES AND OF 5PACW-6 SP04K OR IF NOT SHOWN, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS, 8. ANCHOR AND NAILING A5 SHOWN, AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. S. ROOF SHEATHING: 1/16" OSB OR 1/2' CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS L CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME. WHERE- _ THERE ARE COFFLICTS 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 HI5 INSTRUCTIONS. - 2. FOR ANCHOR BOLTS USE HUGHES OR EQUIVALENT (A-36 OR A-301 STEEL) 3- PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH ad NAILS AT 4" ON CENTER FIBERGLASS SHINGLES OVER 15•FELT OVER V16. OSB, OR 1/2" CDX WOOD TR133ES STRAPPED AS SHOWN ON TRUSS LAYOUT DO F.T. OVER D(S CDR OR CONT. ALUM FASCIA R-15 INSUL. OVER 2X6 SUBFASCIA W/ CONT. ALUM. VENTED SOFFIT 1/2" DRYWALL OVER DO FUPoJNG LINTEL BLOCK OVER R-5 MSUL. WA • 5 BAR UNIT WITH (U' 5 MEN WHEN 6 FT OR GREATER 3-12' CONC, SLAB MONO 5 LL OFIBER-IE5/4 OVER b MIL VAPOR BARRIER MASONRY FINISH OVER OVER TREATED CMU COMPACTED FILL I 7 CMU BLOCK W/5 DOWELS SHOWN LOCATIONS ON FOUNDATION FLAN 5 •.E.. m £ GRADE � J " 2 • 5 BARS WAW WALL SECTION @ WINDOW - CMU ONE STORY LIMITING HEIGHTS EXTERIOR 42 STUDS 517E STUD MATERIAL 4 O/C_$PAGNG MAX, HT. SIZE $TO MATERIAL 1 OK SPACM MAX HT. Y X 4' SPME, FIR 24' O/C 8' 41' 2' X 6' $OUTHEF44 PINE 2e O/C Wl' 2' X 4' 5PRICE, FIR 16' O/C 10'-0" 2" X 6' SOUTHER N PINE 16" O/C I1'-0' 2• X 4' SPTd10E, FIR Q' 0/C Ir-8' 2" X 6' SOUTHERN PINE 12" O/C IT-V 2' X 4' SOUTHERN PINE 24" O/C V-0' Y X 8' 5FPo1GE, FIR 24. O/C 21 X 41 Wm ER4 Pw 16' O/C ll .1. 2" X 8" SPRICE, FIR 16' O/C 2 X 4' SOUMEW PINE 12. 0/C R'-W 2" X 8' 5PF1JCE, PR 12' O/C 2' X 6'. SPRUCE. RR 24. 0/C W-0' 1 2 X 8' SOUTHERN PINE 24' O/C 2' X 6' SPRICE, FIR 6' U/C I6'-0" Y X 8' SOUTHERN PINE 16' O/C 2 X 6' SPRICE, FIR 12' O/C W-4' 1 12")< W SOUTHERN PPE 12' O/C 2 - 2XIO BEAM UNLESS OTHERWISE NOTED ON FLOOR PLAN 8" ANCHOR BOLT LINTEL BEAM - 6 _ _ _ WA • 5 BAR CMU WALL -BEAM- HANGER PER PLAN ®oR (5- MBH MASONRY BEAM HANGER WOOD TF U55 STRAPPED --_I-I-I-I- KW FRAMING doTR SAPPING KNEEWALL OVER CMU NOTE IF A BLOCKED DIAPHRAGM ZONE 15 CALLED FOR ON ROOF PLAN PROVIDE 2x4 BLOCKING • ALL PLYWOOD PANEL EDGES N NAILS • 4' O.C. FOR BLOCKED DIAPHRAGM ZONE - 6d NAILS AT 4" OC. OR ed NAILS AT 6' O.C. OR ECUALIVALENT FNUEMATIC NAIL EOUALIVALENT PNUEMATIC AT SUPPORTED EDGES AND g I - NAIL AT SUPPORTED EDGE5 BLOCKING AND 12' O.C. FIELD .AND U" O.G. FIELD FOR FOR SHADED AREAS OF ROOF OTHER AREAS OF ROOF T -0 " `H_ ORVYCDXT . 0 0 I` ROOF SHEATHING NAILING RSN PATERN DETAIL 4'-0" FIBERGLASS R-19 MSUL. SHINGLES OVER Z.FELT OVER 1/I6" - x 060 OR 1/l' CDWOOD TRUSSES '1/WY SHOWN ON TF2 U/RIPPED LAYOUT 12" DRYWALL DQ P.T. OVER "CDR OVER 2X6 5UBFA5CIA TOPPLATBLE E VENTED SOFFIT DBL 2X8 HEADER FOR 4'-6" MAX OPENING, WIMDOWI UFNIT - DBL 2XIO HEADER FOR 5'-9' MAX OPENING UND. - �� 817JGC0 3-12" CONC. SLAB UNFIBERIESH gER 6• �L O14 VER OVER 6 MIL O56 OR 12" CDX VAPOR BARRIER 2 WOOD STUDS OVER TREATED S COMPACTED FILL 16-W/ R-U IN-L. 2X P.T. BTM PLATE m F W/ 12" X 8" AB. 32' 0/C GRADE f--X 2 • 5 BARS WALL SECTION - FRAM_E WEONE STORY -MONOLITHIC 1/16" 055 OR 12" CDX NAIL SPACING INTERMEDIATE FRAMING a a WSN EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL FLOOR FRAMING (SHOUN a 24" O/C) R-15 INSUL V2' DRT1WALL- 4' DRYWALL OVER UCl FURRING - OVER R-5 INSULATION 3-12' CONC. SLAB m W/FIBER"E51-1 U OVER 6 MIL d VAPOR BARRIER 'n OVER TREATED 9 II COMPACTED FILL CM I 2 • 5 BARS, A`-- a�1 WALL SECTION -CMU rTr ONE STORY -MONOLITHIC F'Q" W/ IV-IOdNAILS WALL STUDS 4 HEADER "C" W/ 14_10d NAILS FIBERGLASS 514IIGLES OVER 15• FELT OVER VI6' OAB. OR V2" CDX WOOD TRUSSES STRAPPED AS SHCU N ON TRUSS LAYOUT DO P.T. OVER IX9 CDR OVER 2X6 5UBFASCIA W/ CONT- ALUM. VENTED SOFFIT LINTEL BLOCK W/I • 5 BAR • SHOWN LOCATIONS ON FOUNDATION PLAN RR kj (v U li:ZEIA& Qwi 2 t W 211 11 zvg Wd ROOF FRAMING MEMBERS(SEE CONNECTOR CHART SCHEDULE FOR TRIM STRAPS) DOUBLE TOP PLATE 1116. 0513 OR CDX PLYWOOD EXTEROR SHEATHING NALED W/ and GALV. a 4' OTC. EDGES AND 12. OL. FIELD 2x4 P.T. WALL STUD W/ (3)1/2' DIA ANCHOR BOLTS TO BLOCK IQ' DIA x S" ANCHOR BOLTS EMBED 6"MR INTO FOUNDATION W/ 2•0YXVB' WASHERS, LOCATED WITHIN 6" OF EACH END AND 32" �OO. MAX ELSEWHERE 'U' STRAP EVERT 'O' W/ 10-10d OTHER STUD HALO a BOTTOM OF WALL 2x4 P.T. BOTTOM PLATE "EADER 57 5 TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS ��, I■� I 1O WADER I TI BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING $PAGES 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 Oct HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: ' 1) 6" ON CENTER AT ALL PANEL EDGE F !4'egrn_ 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMI - BLOGKINCs (a 48" O/G MAX. IN FIRST THREE FRAMING SPACES 4 96" O.G. THEREFORE FLOOR BRACING AT ENDWALLS F,114r1dC �� 53989 14E5E REQUIREMENTS APPLY U94EN PT:IX6 UV 12" DIAL °J° INDOW/ DOOR MANUFACTURERS FASTENING BOLTS a 48' MAX. W! 6' ETHOD IS NOT SPECIFIED. �TR155 8X8XI6 CMU ttY j MRJ. EMBED. (TYPJ BY EARA BJG o P7 tk -BUCKS FOR URNDODUS AND�O.QRS '1 0 o f L-PT nm FIR I FR 1. OUTNAILED W/ 8-10d NAILS P.T. 2X6 IN Vl' DIAT4 'J' BOLTS a 48' MAX W/ 6' MIN EMBED. (TYPJ --� DETAIL: TYPICAL JAMB FASTENING 0 OVERHEAD GARAGE DOOR U NAIL W/ J09 DIA OR HEAVIER POWER NAILS 8' O/C AND 3" MAX. FROM EN05 TYR V I" MIN EMBEDMENT INTO BLOCK 2.) 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 UV 1° MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW TO BUK:H W/ •10 SCREWS MAX 8" O/C AND MAX S. 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 (81) INCHES MAX FROM ENDS AND 24" ON CENTER MAX W/ I" MIN. EMBED. INTO MOCK, FASTEN WINDOW/DOOR TO PT BUCKS WITH '10 SCREWS 8° O/C MAX AND MAX 8' FROM ENDS W/ 1" MIN. EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASnNWS AND 35 P% RATING) let: d M visions: _:' m...�. ay. designed by. nl dma by. dmw design checked by- aww dale: 01-22-01 sheet S1 Of: FA 4 9 2.4 LEDGER TO MATCH BOTTOM CHORD SLOPE OF SCISSOR TRU55 2x4 BLOCKING - 46" O.C. ATTACH TO WE WITH CLUSTERS OF (2) 10d NAILS "L" BRACE ATTACHED W/ 10d NAILS 0 4" O.G. TYPICAL GABLE TRUSS WEB G SECTION SINGLE "L BRACE DETAIL GABLE TRUSS SHEATHING 2x4 SPRUCE OR BETTER LATERAL BRACES'- 4'-O" O.C..ATTACH (2) 16d TOENAILS - �10d NAILS - 4" O.G. 2x6 P.T. SILL DOUBLE LINTEL 4r GABLE END W/ (1) 5 IN EACH COURSE 5 VERT. BAR -.' - (SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL ROTE: THIS INSTALLATION 15 IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER l/I6. 065 OR t/2" CDx SADDLE .._ _. - . -.... CRICKET 10d NAILS E GONt. 2X4 NAIL TO EACH TRUSS MEMBER ROOF TRUSS CHI �l lAb" SOLID ==LIN - ROOF TRUSS OSB OR 1/2" CDX FRAMING SECTION 7HR11 CHIMNEY CH INTERIOR CHIMNEY CH1 ICD INTERIOR CHIMNEY DETAILS 2x4 LEDGER TO MATCH BOTTOM 2.4 BLOCKING a 48" Of - CHORD SLOPE OF SCISSOR TRUSS ATTACH TO WEBS WITH CLUSTERS "L' BRACE OF (2) 10d,NAILS ATTACHED W/ 10,1 NAILS • 4" Or- TYPICAL GABLE TRUSS WEB B 5ECTION . DOUBLE "L° BRACE DEtAIL GABLE TRUSS SIMFSON A35 - 3'-0" OG. TA(P• pgg. OR 2.4 SPRUCE OR BETTER VI GDJC LATERAL BRACES - 4'-0• STRAP TIPS "D" O.C. ATTACH(2) NAILS I6d TOE(qg• OLJ 10d NAILS 0 4" O.G. 10d NAILS - 4" OC 2x4 DRYWALL NAILER TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL NOOTE_-. THIS INSTALLATION IS N ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER UPLIFT ' OF MT616 MR 10d NAILS MIN.' OF 3/I6' FROM TRUSS STRAPS TO PUT. TAPCONS TO CM MANUFACTURER (SIMPSON) (EACH STRAP) (EACH STRAP) 0-131 1 1 4 132-1460 2 1 4 IF AN "A" STRAP IS MISPLACED OR FORGOTTEN AFTER THE POURING OF THE LINTEL BEAM AT TOP OF CM WALL THEN A SIMPSON MTSI6 CAN BE SUBSTITUTED FOR EACH MISSED "A" STRAP (TYP. U.ONJ PLEASE SECURE EACH MTSI6 STRAP FOLLOWING THE ATTACHED TABLE AND ACCORDING TO THE UPLIFT SHOWN FROM THE TRUSS MANUFACTURER INSTALL ALL TAPCONS WITH I -In' MIN. EMBED. LINTEL BEAM W/ (U •5 COW SIMPSON MTSI6 ATTACH TAPCONS EVERY OTHER HOLE NOTE: TAPCONS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REC,01' RATIONS MS MISSED "A°" STRAP DETAIL PRE-ENGINEERED WOOD TRUSS ROOF SHEATHING OVER TRUESE (SEE NAILING ZONES) BACK NAIL W/ 0) 16d NAILS - I / °L" BRACE TO EXTEND AT LEAST SO. OF WEB LENGTH (SEE TABLE) 2x4 PANEL BLOCKING - 48" S FOR THE (4) ROW OF TRUSSES FROM EA END TYPICAL ATTACHED W/ (2) 16d TOENAILS GYPSUM WALL BOARD . eo__E� 2xe P.T. LEDGER 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 FOOTING FOR ALL FILLED CELLS SHOWN CN PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6• MIN. EMBED, AND 3/4"7 HOLE INTO BOTH THE BOND BEAM AND THE FOOTING:. _TOP OF BOND BEAM -PROVIDE 20 Ga. GALV. PLASHING FOR TRUSS BOND BEAM W/ TO SIT ON (1) 5 CONT. PROVIDE 25° ' SPLICES (TYPJ CMU WAL FILLED DELL g" CMU WALL (U'S VERTICAL EPDXY GROUT 5 REB�QR [�'l. TOP Cr FOOTER INTO FOOTINCs AND BONA\ BEAM W/ 6" MR EM15M. �- NOTE: EPDXY GROUT SHOULD Be INSTALLED N STRICT ACCORDANCE WITH THE MANUFACTURER'S RE001-01DOATIONS. MFC MISSED. FILLED CELL DETAIL -05B SHEATHING 2x4 CONTINUOUS I6" O/C O EA, SIDE (TYPJ VIDE 3LOCKING EA. SIDE (TYPJ CHIMNEY DETAIL CONNECTION N.T.S. lA5" 055 OR V2" COX 2x4 DIAL. BRACE o 40" O.C. W/ (4) 10d NAILS • EA END e FIRST TWO BATS TRUSS --10d NAILS o 4" OC DOUBLE LINTEL o GABLE END W/ (I) 5 IN EACH COURSE 1/2" X S" WEDGE ANCHORS 32" O/C N 5 VERT. BAR (SEE FOUNDATION PLAN FOR EXACT LOCATION) 24" o % AT 48" 12d" O.C. PROVIDE (U 5 AT 48" O.C. VERT. AND (2) 5 _ BELOW EA POST LOCATION FILL ALL CELLS WITH 2500 PSI GONG. ALTERNATE HOOKS IN FND. BRACE EXTERIOR SIDE OF WALL DURNG 8° COMPACTION OF 71415 AREA 5 - 413" O.C. - FLOOR PLAN a 2-2X4— lAb. 055 4 TOP PLATE OR 1,12' CD 2-2x4 TOP PLATE 2X4 STUDS 1A6' 055 IC" O/C OR Vl• GD36 2X4 DI BRACE /� 2X4 STUD 2X4 P.T. 16" O/C BOT. PLAT 1 J-BOLTS AS SHOWN STRAP EA STUD W/-B- HURRICANE_ CLIP TO TOP CTlUWALL 4 BOT. PLATE CM WALL WALL SECTION Q FRONT ELEVATION ECD EXTERIOR CHIMNEY DETAILS 'V' 1 SIDE ELEVATION "L' BRACING REOUIREMENTS . STUD SPACING NO 'L" BRACE 1U2x4 "L° BRACE (2)Ix4 'L' BRACE I(2) 2x6 "L° BRACE I.. 0'-0" 4 5" 4'-5" - e'-0" S'-0" - 11'-5" II'-0" - 15'-6" 24" 1 0._0" 4'-0" 4._0.. - 6._�.. 6._��. _ 8'-,. S'-10.. _ NOTE: "L" BRACE MUST EXTEND AT LEAST W% O= WEB LENGTT GABLE TRUSS L" BRACE W1Or- (SEE SCHEDULE FOR ORR SIZE AND LOCATION) — CONTINUOUS BEARING GABLE END BRACING DETAIL WIND SPEED 100 MPH, MEMO WALL HEIGHT UP TO 30'-0" ENGINEERING (407) 774-9003 FNC (407) 774-6477 P.O. 80x 161613 KTALONIE SPRWCS. FL 32716 TMD J- ANOERSDN PEl 47819 5 EOPL= OST SIZE (1) s COW_ (2) SIMPSON T622 (243OLb. max UPLIFT) or GIRDER (2) HUGHE5 RT22112 (293OLb. max UPLIFT) Or PROVIDE OPEN I4EAJT. AT 48° O.C. D (2) SEMCO ADS-2 (3412Lb. max UPLIFT). FOR WEEPS -SLOPING 2x4 POST SEE - r GRADE AWAY DOUBLET FROM HOUSE PLATE Na EMBEDMENT—� PLAN FOR Q1AM"ITY V*, C6?r arr (4) 5 —� c-`•. 3" CLR COY. CONT. AS 0"_y ALL MBAR (TYPJ RW RETAINING WALL,AT PATIO NOTE= BRAGS SIDE__ ADEQUATELY DURING COMPACTION FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR DAYS AFTER PATIO SLAB 16 POURED ` Fl�rse'�z Likens - DETAIL for (2,YsG SU T D for (DUI 0 CzIRDER C F ' 4 203 34 1 Cn J Q J W C W 00 Z N W W 1..1..E 2 —' CL W U<� Z W jjEsS lj } s Lid � sibsi Spc- s£ 00 E� s C\l i �g 0 O $ if33 IE $55�s r8s'� V/ oe s Nall - mvis- m wm: drawnM- nn� 1� ' designed by. N dawn by. dr- design W tlredced by., aww date- 01 22-01 sheet -39 //� S2 of: i 3 1/2" CONC SLAB W/FIBERMESH OVER 6 MIL. VAPOR BARRIER OVER TREATED WOOD POST COMPACTED FILL PER PLAN S ®OR®OR® (SEE FLOOR PLAN) GRAOE 2 • 5 REEAR5 - THICKENED SLAB AT K BEARING PORCH POST FIBEF' LASS SHINGLES OVER 15" FELT.OVER WOOD TRUSSES STRAPPED AS 5HOU.N ON TRU55 LAYOUT - TYPICAL $1U000 FINISH (ALTERNATE 1X2 P.7. OVER IX8 R/5 GEDAR FINISH) GDR OVER 2X6 3/8" RGH, SAWN PINE SUBFASCIA OR 1/2" EXT, GRADE W/ CONT. ALUM, DRYWALL VENTED SOFFIT SEE FLR PLAN DBL. 2X8 HEADER FOR STRAPPING FOR 4'-6" MAX. OPENING, DBL. 2X10 HEADER FOR 3 1/2" GONG SLAB MAX OPENING UND. W/FIBERMESH ON WOOD POST CLEAN, COMPACTED PER FLOOR PLAN FILL W/ MONOLITHIC WRAPPED.W/STUCCO FTG, W/ 2 " 5 BARS SEE FLOOR PLAN CONC. SLAB FOR POST SIZE GRADE 2-Q5TRAP TIES (ONE EACH SIDE) WOOD P05T PER FLOOR PLCB� OR AN SEE F,44 RLOR PLAA FOR POST SIZE SECTION Q COVERED PORCH. EPP ELEVATION. ©REAR PORCH POST SCP (MONOLITHIC DETAILS SIMILAR) ROOF TRU5S (2) 12d NAILS (TYP.) 1/2" DRYWALI 1/2" DRYWALI INTERIOR J F-- W 2X4 BLOCKING 9 24.0G. (TYP. LATERAL SUPPORT - ..1... U o TOP OF FRAME WALL TO ROOF TRUSSES) 2) 12d NAILS (TYP.) O 2 - 2X TOP PLATE - 0- W/ "Q" 32" O/C - R-Il BATT INSULATION Q 1/8" STUCCO OVER METAL LATH OVER IV FELT OVER 0.6J3 ® TOP OF FRAME WALL t 1 Vj �2X STUDS 16" O/C : _ 0- 0 2X BOTT. PLATE W/ O/C In"X�AND *" " 32"13 AND •Q" 32" O/C O r RGH S as ss�E _z:PO =Q e� p all. !Big NB BRACING AT NON —LOAD BRG. nlr EXTERIOR WALL DETAIL co gas i *4M �c S �l�'f�I�AN�' ENGINEERING I�d n., q� Lu €=p OSs"=€ BBx� cc HIS �3¢s gag - - —ftio= tlal": drsm Oy. - I '. F.- desgned by' nI a�77� 4�PYC"^50"a Cap �o®s, RE .- f drawn by: d—design - Ueckad1-7 date: Ot-22-0t I sheet, F16rl.da ,Lgc cnpef 5531319 S P SANFORD BUILDING DEpT, THESE PLANS ARE REVIEW ACCEPTED FOR PERMIT, A ND U CONSTRUED 7O ONDITIONgLLY THE WORK BE A LICENSEO SHALL BE CANCEL, AND NOT TO PROCEED WITH PROVI510 ALTER, AS AUTHORITY To VIOLATE, ISSU NS OF THE TECHNICAL ET ASIDE ANY OFTHEDEPT FRO of A PERMIT PRENOTOES' NOR SHALL TION OF ERRORS RON THEAFT E REOUIRING' g BUILDING OR OTHER VIOLATIONS OF TNL <NS, CONSTRURRECIV- ODES. Crlo a- 0 REVISIONS PERMIT # 03-1653 ADDRESS 105 BRISTOL FOREST TRAIL DATE 5/l/03 CONTRACTOR CEN' X HOMES PH # 401-661-2176 FAX # 407-661-4089 D E S C P R I T I O N OF REVISION: CHANGED TRUSS MANUFACTURER UTIL FIRE m Shoffner Industries LLC Customer: Centex Homes Orlando Attn : Mike Enwright Address: 385 Douglas Ave Suite 2000 Altamonte Springs FI, 32714 Subdivision : LAKa JVlnWe-OG Lot : 10 Plan Elevation: Options : Roof Raised Seals: Roof Drawings: Roof Layouts: Floor Raised Seals Floor Drawings Floor Layouts : Date Overnighted : Z COPIES X f COPIES ,x 3 COPIES x COPIES COPIES COPIES -4-;2-3-63 WE SUBMIT THE FOLLOWING DRAWINGS FOR YOUR USE IN OBTAINING A BUILDING PERMIT. SINCERELY, Universal Forest Products 40-0-0 0o I) o Lo (D RE o J ti ti ti ti ti ti ti ti ti ti ti ►� w w w w w w w w w w w w w w I H1A H1B H1C H1D ME H1F T1 T1 T'1 T1 T1 T1 T1 I T1 T1 I T1 T1 I T1 T'1 I T1 T1 I T1 T1 BH1 --- D �1 I C 3 C 5 H1 w w w w w w w w w T2 CNI ----GE2— GE3 19-4-0 2-0-0 5-4-0 13-4-0 40-0-0 111 J Y �t~ v o ' Z _ R 0 = CUSTOMER NAME: r CENTEX HOMES ORLAN�D0 DI V NIVIVEERSAAL:THISPROPERTY SHOFFFFE UNIVERSAL FOREST PRODUCTS O0 m ER L.L.C. ANDNOT TO BE O Z m USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNIVERSAL / SHOFFNER L.L.C. SHOFFNER, LLC. PROJECT: O m A 1928 ELEVATION 8 & C ROOF THIS DRAWING MUST BE USED IN CONJUNCTION BALL OTHER TECHNICAL DRAWINGS SUPPLIED By SHOFFENER INDUSTRIES, 'BRACING x INC. AND WOOD TRUSSES: COMMENTARY AND RECOMMENDA- DATE: 4- 16-03 QUALITY PRODUCTS FOR QUALITY BUILDERS SCALE: N.T.S. NONSTTIUTE FOR INDUSTRY STANDARDS INPLATE ERECTING TRUSSES. (TPI) IS LOCATED AT 583 D'ONOFRIO DR, 00000 DD�ODQ REVISION: DATE: BY: 5631 S. NC 62 PHONE (800) 476-9356 SUITE 200 MADISON, WI 53719 SUIT) 833-59IS REVISION: DATE: BY: BURLINGTON. NC 27215 . FAX (336) 226-9403 OFFICE cOvY r tN'. DOPiI".LD OSTEEN President P. ALLEN OSTEEN Executive Vice President PROJECT NAME AND ADDRESS: LOT: �V COUNTY: TRUSS COMPANY: East Coast Lumber & Supply Co. TRUSS ENGINEERING PROGRAM: Robbins Engineering, Inc. CONTRACTOR / BUILDER: MODEL: I �. E: I V v OCCUPANCY: 1,z4R. _MULTI -FAMILY _COMMERICAL. _INDUSTRAL STATEMENT: I certify.that the engineering for the truss listed on the attached index sheet have been design and checked for compliance with the Standard Building Code 1991. The truss system has been designed to provide adequate resistance to wind loads and forces as required by one of the following provisions: Design. criteria: ASCE 7-9.8 MPH Top chord live load: P.S.F. Enclosed, Exposure `B" Top chord dead load: P.S.F. Bottom -chord live load: 0 h.S.F Bottom chord dead load: P.S.F. Engineer: John C. Weber Total:. 3' P.S.F Address: 5285 St.Lucie Blvd. Duration Factor: :.:Fort Pierce, Fl 34946 Mean Height: Attached is an index sheet submitted in accordance -with the Department of Professional Engineering, Tallahassee, Fl. Engineering sheets are photocopies of the original design and approved by me. As witness by my seal, I hereby certified that the above information is true and correct to the best of my knowledge and belief. 6 N, , " Y, FA AFA or, 0'r NAME: John C. Weber P.E. CERTIFICATION #: 11455 DATE: MAR 2 0 2003 CHARLIE MARTINEZ Vice President Truss .Division MELBOURNE TRUSS PLANT WE'RE HERETO HELP YOU BUILD ABETTER WAl'.TM' 2255 Avocado Avenue • Melbourne, FL 32935 • (321) 254-1581 a Fax (321) 254-1532 www.eastcoastiumber.com . e-mail: melbtruss@eastcoastlumber.com 7M: 4.u. DOP.Ir. ^ L D OSTEEN President: P. ALLEN OSTEEN Executive lice President CHARLIE MARTINEZ Vice President Truss .Division MELBOURNE TRUSS PLANT No. Truss ID No. Truss ID No. Truss ID No. Truss ID . 1. ( 31. 61. 91. 2. 32. 62. 92. 3. 33. 63. 93. 4. �� .) 34. 64. 94. 5. 1-4 1 35. 65. 95. 6. i ( 36. 66. 96. 7. l 37. 67. 97. 8. 1 38. 68. 98. 9. 39. ' 69. 99. 10. a 40. 70. 100. 41. 71. 101. 12. G 42. 72. 102. 13. 43. -73. 103. 14. � 3" 2:1 44. 74. 104. 15. C. ; 45. 75. 105. 16; C 46. 76. 106. 17. 47. 77. 107. 18. H 48. 78. 108. 19. L) 49- 79. 109. 20. 50. 80. 110. , 21. 51. 81. 111, 22. 52. 82. 112. 23. 53. 83. 113. 24. 54. 84. 114. 25. 55. 85. 115. 26. 56. 86. 116. 27. 57. 87. 117. 28. 58. 88. 118. 29. 59. 89. 119. 30. 60. 90. 120. ADDRESS: - John C. Weber F.E. Certification k 17455 DATE: MAR 2 0 2003 WE'RE HERETO HELP YQU BUILD ABETTER WAl'.T" 2255 Avocado Avenue - Melbourne, FL 32935 • (321) 254-1581 a Fax (321) 254-1582 - www:eastcoastlumber.com . e-mail: melbtrussCeastcoastlumber.com i n LD OSTEEhI CHARLIE MARTINEZ ` ., Vice President President � ,.,�,�' Truss Division P. ALLE_N OSTEEN "`�°'� Executive Vice President �� - .� ` f ,;�,';° MELBOURNE TRUSS PLANT . March 5, 2002 East Coast Lumber & Supply, Inc. 5285 St. Lucie Blvd Ft. Pierce, FL 34946 Re: Existing East Coast Lumber & Supply, Inc. Truss Designs and the Florida Building Code Section 1606: Existing East Coast Lumber & Supply, Inc. truss designs that meet the'wind load.ing requirements of the Standard Building Code for: ■ 100 mph fastest -mile wind speed, minimum ■ 'Residential construction ■ Enclosed building do meet the wind loading requirements of the Florida Building Code as follows: i ja Up to 120 ASCE 7.98 for enclosed buildings ® Residential construction Exposure B If you have any questions or.if I can be of further assistance, please call me. Sincerely, 03-05-02 John C. Weber, P.`E. #17455 ` YOU BUILD A BETTER WAY.'"" . 1NE'RE HERE TO HELP . ` "55)'Avocado Avenue m Melbourne, FL 32g35 : (321) 254-1581 e Fax (321) 2544582 www.eastcoastlumber.com e-mail: meibtruss@eastcoastiumber.com TM 1. Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering 1928 TI 17 SP .400000 5, t- 0- 0 1- 0- 0 CENTEX 1928 B-C HO 4-1 0 HO 4-1 0 0 0 0 0 TC 20-0-0 I 20 0 0 0 14 5x6 8 3x4 5 r- H 3x4 1 3x6 3x6 8_8_1 2x4 S1 S2 2.4 • 3x6 G 1 i c i s J 3x6 A C F S3 - �E; i'.r-.WI•k.! Lnf, 54._ D W:800 3x4 3x6 4x8 3x6 3x4 W:800 R:1541 4,:,�.`•. U: 470 R:.154 ..�,.. U: 468 ALL PLATES ARE LOCK20 Scale: 0.162" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .52 2X 4 SP #2 1720 BTM .83 2X 4 SP42 1720 WEIS A0 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15. 0% FT - . 0% FC ' . 0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - H-E E-I TRUSS SPACING -. 24.0 IN. STANDARD LOADING LJMBER STRESS INCREASE: 25.01, PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 11.0 37.0 SUPPORT CRITERIA .JT REACT WIDTH .JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 8- 0 C 1541 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-G, .52 2984 C 2739 -1749 G-Si' .34 2758 C 1749 869 S1-H 42 2691 C -869 -2324 " H-B .39 1897 C 2324 -1643 B-I .39 1897 C 1643 -2324 I-S2 .42 2691 C 2324 867 S2-J .34 2758 C -867. -1749 J-C .52 2984 C 1749 -2739 BOTTOM CHORDS -F 83 2750 T 2136 -1520 f,TS3 .65 2270 T. 1520 9 S3-E .72 2270 T -9 -1981 E-S4 .72 2270 T 1981 9 S4-D .65 2270 T -9 -1520 Robbins Engineering, Inc./Online Plus- MEMBR CSI P(LBS) M@1ST M@2ND D-C .83 2750 T 1520 -2136 WEBS G-F = 335 C F-H = 475 T H-E = 696 C E-B = 1122 T E-I. = 696 C I-D = 475 T D-J = 335 C DL+LL DEFL = .4711 IN E-S4 LL DEFL = .2114 < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1 TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT.- 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR.- 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 173 LBS. 5. FASTEN TRUSS TO BRG A FOR 470 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG C FOR 468 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER &SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY.SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS.. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus' 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:00 PM Page 1 Job Mark Quan Type Span P1-HI deft OH Right OH Engineering 1925 BHI 1 SP 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C NO 4-1 0 NO 4-1 .. 0 0 0 0 0 0 TC 4-0-0 1 32-0-0 1 4-0-0 10 #5x6 Sl R & c6 EE JJ T GG 3x4 II 3x4 L r P 8-3-8 &2x4 CC x6 & PP &2x4 5 F 4x8 y 3x8 2x4 3x6 3x4 MM 4x8 B BE AA Y M U S TT N- • FF HH O LL NN C 3x6 3x6 A D K - J RR SS H QQ `.. F 00 E - 2x4 3x4 S23x4 4x10 3x4 3x4S3 3x4 2x4 3x6 7 73x6 W:800 W:800 W:800 W:800 R:1066 U:1 344 0- 2 IV 15-11-14 R:1929 Rcl 9�14�- 0 4- OHO 1�91 v ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR See Joint R For Typical Gable Plate Size and Placement Scale: 0.162" = V Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER FB TOP .80 2X 4 SP42 1500 BTM .64 2X 4 SP-#2 1500 WES 89 2X 4 SP-#3 850 LATERAL BRACING: kl:TOP CHORD -CONTINUOUS ; �P1TM CHORD - CONTINUOUS 'r'ONE BRACE - M-SS GABLE STUDS ARE CONSIDERED NON-STRUCTURAL. ALL BRACING FOR HORIZONTAL WIND LOADS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24.0 IN. UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% UNI. LDG. LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 GIRDER LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0%' GRD. LDG. LIVE DEAD (PLF) TOP CHD 40.0 14.0 BTM CHD .0 20.0 % TOTAL 40.0 34.0 74.0 EXCEPTIONS: B-C 60.0 21.0 K-E .0 30.0 CONCENTRATED LOADS (LBS) K 80 (LIVE) K 68 (DEAD) 4 W 80 (LIVE) j 68 (DEAD) . j SOPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1066 8- 0 H 1929 8- 0 QQ 914 8- 0 D 643 8- 0 LEFT RIGHT HEEL OIN - 4SX ' OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS - A-B .37 1988 C 1890 400 B-L .51 2730 C 1853 -1263 L-M .34 2247 C 1263 -1640 Robbins Engineering, Inc./Online Plus- MEMBR CSI P(LBS) M@1ST M@2ND M-TT .53 330 T 1640 -2710 TT-S1 .53 330 T 2710 -2248 Sl-N .54 330 T 2248 -2757 N-0 .80 1735 T 2757 -2199 O-P .54 828 T.; 2199 -2147 P-C .42 544 C 2147 -346 C-D .25 1062 C 1337- -741 BOTTOM CHORDS ! z r i A-K .56 1814 T 12s6 k-17�� A R-J 52 1814 T 172 J-S2 .57 2730 T 1 4"''F241 S2-RR .55 2730 T 241 .=149 RR -SS .64 2246 T 149'=1269 SS-H .28 1735 C 1269 -1379 H-QQ .25 829 C 1379 -782 QQ-S3 .24544 T 782 -330 S3-F .24 .544 T 330 -817 F-E .34 985 T 817 -70 E-D .35 985 T 70 -940 WEBS K-B = 234 T B-J = 951 T J-L = 135 T L-RR = 537 C RR-M = 355 T M-SS = 2680 C SS -TT= 337 C SS-N = 1850 T H-N = 1538 C H-0 = 944 C QQ-O = 143 T QQ-P = 1522 C F-P = 271 T F-C = 458 C E-C = 231 T DL+LL DEFL = .30" IN B-L LL DEFL = .15" < ERG-SPAN/240 SPAN/DEFL (DL+LL) = 999 4. - .t ... J41• d7n -46Z A : ,4.•I Robbins Engineering, incJOnline Plus' 01996-2002 Version 13.0.009 Engineering • Portrait 3/14103 3:54:03 PM Page 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: L,i. TRUSSES MANUFACTURED BY - East Coast Lumber -2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS -.ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A -ir MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD,= 5.0 PSF 4. SHIM EACH BEARING WALL AS REQUIRED TO INSURE FULL BEARING CONTACT WITH TRUSS. S. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 6. FASTEN TRUSS TO ERG A FOR 304 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 7. FASTEN TRUSS TO ERG H FOR 527 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. S. FASTEN TRUSS TO ERG QQ FOR 242 LES OF UPLIFT, -WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 9. FASTEN:TRUSS TO ERG D FOR 191 LBS.OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT.OF WALL OR ERG. 10. GIRDER CONDITION: ..STEP DOWN HIP GIRDER WITH KING -JACKS. OPEN FACE COMMON JACKS. GIRDER SETBACK 4.00 £t. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5205 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. Job Marx Quan Type Span Pl-Hl Left OH Right OH Engineering 1928 HIF 1 SP 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C HO 4-1 HO 4-1 0 0 0 0 0 0 TC 19-0-0 12 0=01 t 19=0-0 l , 4x8 4x � 7. 5F 3x4 J 3x4 K B-.3-1 3x6 2x4 si r1 3x6 S2 2x4 3x6 i L 3x6 A D - - H S3 a F S4 E w:e00 3x4 3x6 3x4 4x8 3x6 3x4 I I. W:800 R:1541 R:1541. U: 480 . U: 480 BC 0- - 40-0-0 ALL PLATES ARE LOCK20 Scale: 0.162" = 1' Online Plus --Version 13.0.009 RUN DATE: .3-14-03 .,r. CSI SIZE LUMBER .1.15FB TOP .54 2X 4 SP-#2 1720 BTM .83 2X 4 SP-#2 1.720 WBS .35 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - J-G F-K TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) E TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH. i LBS IN-SX LBS IN-SX 1541 8- 0 D 1541 8- 0 LEFT RIGHT HEEL OIN 4SX OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A -I .54 3002 C 2838 -1349 I-S1 .34 2800 C 1349 386 S1-J .43 2737 C -386 -2330 J-B .40, 1978 C 2330 -709 B-C .21 1820 C 1073 -1145 C-K .39 1979 C 791 -2307 K-S2 .42 2736 C 2307 383 S2-L .34 2800 C -383 -1357 L-D .54 3002 C 1357 -2828 BOTTOM CHORDS A-H .83 2764'T 2083.-1401 H-S3 .64 2324 T 1401 454 a S3-G .62 2324 T -454 -1285 G-F .55 1817 T 1285 -1391 Robbins Engineering, Inc./Online $lus- MEMBR CSI P(LBS) M@'1STM@2ND `^ REFER TO,ROBBINS ENG, GENERAL F-S4 .64 2324 T 13',.9i,4,90' NOTES AND SYMBOLS SHEET FOR S4-E .64 2324 =1373 -:ADDITIONAL SPECIFICATIONS. E-D .83 2763 T,.,-..:13-73 -2093 WEBS I: I-H = 303 C H-J = 443 T 1. TRUSSES MANUFACTURED BY - J-G = 676 C G-B = 554 T East Coast Lumber B-F = 124 C F-C = 555 T 2. EMPIRICAL ANALOG IS USED. F-K 674 C K-E = 442 T 3. WIND LOADS - ANSI/ASCE 7-98 E-L = 304 C TRUSS IS DESIGNED AS A DL+LL DEFL = .48" IN S3-G LL DEFL = .21" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 996 MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 165 LBS. 5. PROVIDE.DRAINAGE TO PREVENT WATER PONDING. ..6." FASTEN TRUSS TO BRG A / FOR 480,LBS OF UPLIFT,. -it T- M02ND WHILE PERMITTING NO UPWARD k-S1;5 ;. MOVEMENT OF WALL OR BRG. ,7. FASTEN TRUSS TO BRG D FOR 486 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 3/14/03.3:54:05.P101PageF1 _ w W ­1__­_­_­ 1 Job Mazk Quan Type 3Span"- w,'`Pl-H1- LeftOH Right OR Engineering 1928 HIE 1 SP 400000':;".'``,; '`:!s_ _i- 0- 0 1- o- o 9ENTEX 1928 B-C .y' HO 4-1 HO 4-1 0 0 0 O o 0 c TC 1'i 1 17-0-0 1 6-0-0 1 17-0-0 4x8 4x6 B C T3x6 3x4 3x4 J K 3x6 �- S1 5 S2 7-5-1 2x4 2x4 _ L 3x6 3x6 A D I I H 53 G F S4,. E W:800 3x4 3x6 3x-1 y ,4x8 3x6 3x4 R:1541 R:1541 V: 501 V: 501 40 ALL PLATES AFA LOrF20 Scale: 0.162" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .56 2X 4 SP-#2 1720 BTM .83 2X 4 SP-#2 1720 WEIS .59 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS n BTM CHORD - CONTINUOUS. TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% 1 ,LOADING LIVE DEAD (PSF) I QP CHD 20.0 7.0 ! 13TM CHD .0 10.0 I(`iTAL 20.0 1.7.0 37.0 S!3PPORT CRITERIA .JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 8- 0 D 1541 8- 0 LEFT I RIGHT HEEL OIN - 4SX OIN 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A -I .56 3032 C 2903 -781 I-S1 .34 2835 C 781 767 Si-J .34 2779 C -767 -1734 J-B .31 2160 C 1734 -1085 B-C .30 1991 C 1355 -1382 C-K .31 2160 C 1114 -1725 } K-S2 .34 2778 C 1725 772 S2-L .34 2835 C -772 -784 L-D .55 3032 C 784 -2900 BOTTOM CHORDS A-H .83 2787 T 2097 -892 H-S3 .59 2422 T 892 958 1 S3-G .61 2422 T -958 -1035 i pF .53 1990 T 1035 -1073 E-S4 .61 2422 T 1073 949 S4-E .59 2422 T -949 -881 Robbins Engineering, Inc./Online P1us- MEMBR CSI P(LBS) M@1ST M@2ND E-D .83 2787 T 881 -2100 WEBS I-H = 253 C H-J = 372 T J-G = 579 C G-B = 529 T B-F = 115 T F-C = 527 T F-K = 578 C K-E = 371 T E-L = 253 C DL+LL DEFL = .4411 IN S3-G LL DEFL = .21" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPE+IFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCIIPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD.LOAD = 5.0 PSF BC -DEAD LOAD = 5.0 PSF 4. ANCHOR.,TRUSS FOR A TOTAL HORIZONTAL LOAD OF 149 LBS. 5. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 6. FASTEN TRUSS 70 BRG A FOR 501 LBS U^`UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRU-;S TO BRG D FOR 501 T.'S OF UPLIFT, WHILE PYRMITTING NO UPWARD MOVENFINT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ 11HIB-91 SUMMARY .SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3: SEE ATTACHED DETAIL SHEET FOR:.1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus' �. 1996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:07 Pk, : Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 1928 HID 1 SP 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C AO 4-1 0 HO 4-1 0 0 0 0 0 0 TC 15-0-0 I 10-0-0 1 15 0 0 pi 1 4x6 3x4 4x6 B K C 5[_ 3x4 3x6 J 3x4 L 3x6 2x4 S1 S2 2x4 6-7-1 1 pq a, < 3x6 ` 3x6 .: A _ I) H S3 G - F S4 E W:800 3x4 3x6 4x8 4x8 3x6 3x4 W:800 R:1541 R:1541 U: 520 U: 520 BC - - 40-0-0 EJ ALL PLATES ARE LOCK20 Scale: 0.162" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03 F-S4 .73 2523 T 1744 410 NOTES AND SYMBOLS SHEET FOR S4-E .57 2523 T -410 -186 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB E-D .84 2798 T 186 -2156 TOP .56 2X 4 SP42 1720 WEBS NOTES: >< 13TM .84 2X 4 SP42 1720 I-H = 197 C H-J = 274 T 1. TRUSSES MANUFACTURED BY - WBS .39 2X 4 SP-#3 980 J-G = 483 C G-B = 650 T East Coast Lumber REPETITIVE MEMBER INCREASES: G-K = 210 T, K-F. = 210 T 2.-EMPIRICAL ANALOG IS USED. FB 15.0% FT D% FC 0% F-C = 650 T:� .483 C 3. WIND LOADS - ANSI/ASCE 7-98 L-E = 274 T E M I97 C TRUSS IS DESIGNED AS A LATERAL BRACING: I,' MAIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS DL+LL DEFL = .53" IN G F FOR EXTERIOR ZONE LOCATION �OTM CHORD - CONTINUOUS LL DEFL = .2111 < $RG-SPAN/240 WIND SPEED - 110 MPH -ONE BRACE - G-K K-F SPAN/DEFL (DL+LL)=::899'` MEAN ROOF HEIGHT - 15' TRUSS SPACING - 24.0 IN. EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 STANDARD LOADING ENCLOSED BUILDING LUMBER STRESS INCREASE: 25.0% TC DEAD LOAD = 5.0 PSF PLATE STRESS INCREASE: 25.0% BC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) 4. ANCHOR TRUSS FOR A TOTAL TOP CHD 20.0 7.0 HORIZONTAL LOAD OF 132 LBS. BTM CHD .0 10.0 5. PROVIDE DRAINAGE TO TOTAL 2.0.0 17.0 37.0 PREVENT WATER PONDING. SUPPORT CRITERIA 6. FASTEN TRUSS TO BRG A JT REACT WIDTH JT REACT WIDTH FOR 520 LBS OF UPLIFT,' LBS IN-SX LBS IN-SX.. WHILE PERMITTING NO UPWARD A 1541 8- 0 D 1541 8- 0 MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG D LEFT RIGHT FOR 520 LBS OF UPLIFT, HEEL OIN - 4SX OIN 4SX WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS FABRICATOR NOTES: A -I .56 3049 C 2879 -240 1.: EAST COAST LUMBER & SUPPLY I-S1 .35 2897 C 240 1069 Y _ J.C. WEBER P.E.#17455 Si-J .31 2847 C -1069 -1386 5285.8T. LUCIE BLVD. JrB .26 2349 'C 1386 -701 FORT PIERCE FL. 34946 $K 24 2164 C 1003 -1290 2. !!!CAUTION!!! READ "HIB-91 k-C .24 2164 C 1290 -1003 09g.. SUMMARY SHEET" BEFORE C-L .26 2349 C 701 -1386 HANDLING , INSTALLING & L-S2 ..31 2847 C .1386 1069. BRACING TRUSSES. "S2-M .35 2897 C -1069 -240 3. SEE ATTACHED DETAIL SHEET M-D .56 3049 C 240 -2880 FOR: 1-JACK NAILS. BOTTOM CHORDS 27TBRACE. 3-BEARING BLOCK. A-H .84 2798 T 2156 -186 4. DESIGNER: TJR H-S3 .57 2523 T 186 410 S3-G .73 2523 T -410 -1744 G-F .68 2273 T 1744 -1744 Robbins Engineering, Inc./Online PIusT 01996-2002 Version 13.0.009 Engineering - Portrait 3114/03 3:54:09 PM Page 1 0. Job Mark Quan Type Span Pl-H1 Left OH Right OH 1928 Hl C sP TEngineering 1 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C HO 4-1 _ SO 4-1 o c o C C o o dx TC I'i 13-0-0 13-0-0 0 I~ Esi 4x8 2x4 -= r,i,.,. 4x8 T 5F 3x4 3x4 J L 5-9-1 A 1 3x6 L"3x(5 D I 2x4 Sl H G F S2 EI W:800 3x63x4 4x8 3x43x6 2x4 W:800 R:1541 R:1541 U: 536 U: 536 BC 40 0 0 ALL PLATES ARE LOCK20 Scale: 0.162" = 1' Robbins Engineering, Inc -/Online Plus - Online Plus -- Version 13.0.009 MEMBR CSI P(LB..S),M@iST M@2ND REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03. H-B = 363 T B G = 427, T ..NOTES AND SYMBOLS SHEET FOR G-K = 380 C G C _ '128 T ADDITIONAL SPECIFICATIONS. N, CSI SIZE LUMBER 1.15FB F-C = 363 T FL L i F, 502 C OOP 56 2X 4 SP42 1720 E-L = 81 T NOTES: BTM 82 2X 4 SP-#2 1720 1 ..! ` i. TRUSSES MANUFACTURED BY - WBS .45 2X 4 SP-#3 980 ;h.:a DL+LL DEFL = .4811sIN'B-K East Coast Lumber REPETITIVE MEMBER INCREASES: LL DEFL = .2411 < BRG-SPAN/240 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% FC .0% SPAN/DEFL (DL+LL) = 991 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A LATERAL BRACING: MAIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION BTM CHORD - CONTINUOUS WIND SPEED - 110 MPH TRUSS SPACING - 24.0 IN. MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B STANDARD LOADING OCCUPANCY FACTOR - 1.00 LUMBER STRESS INCREASE:,25.0% ENCLOSED BUILDING. PLATE STRESS INCREASE: 25.0% TC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) BC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 4. ANCHOR TRUSS FOR A TOTAL BTM CHD .0 10.0 HORIZONTAL LOAD OF 115 LBS. TOTAL 20.0 17.0 37.0 5. PROVIDE DRAINAGE TO SUPPORT CRITERIA PREVENT WATER PONDING. JT REACT WIDTH JT REACT WIDTH 6. FASTEN TRUSS TO BRG A LBS IN-SX LBS IN-SX FOR 536 LBS OF UPLIFT, A 1541 8- 0 -D1541' 8- 0 ;b;:i .; A1k." o 2 _ ,:-WHILE PERMITTING NO UPWARD w + - .` ,. MOVEMENT OF WALL OR BRG. LEFT` RIGHT _ "?3 x 7. FASTEN TRUSS TO BRG D r HEEL OIN - 4SX OIN - 4SX ,r �yg FOR 536 LBS OF UPLIFT, ,fv WHILE PERMITTING NO UPWARD MEMBR CSI P(LBS) M@1ST M@2ND ` MOVEMENT OF WALL OR BRG. TOP CHORDS �F7 A-J .56 3022 C 2958 -1599 FABRICATOR NOTES: .J-B .45 2525 C 1599 -1148 1. EAST COAST LUMBER & SUPPLY B-K .46 2670 C 2276 -9538 J.C. WEBER P.E.#17455 K-C .46 2670 C 2538 -2276 5285 ST. LUCIE BLVD. C-L .45 2525 C 1148 -1599 FORT PIERCE FL. 34946 L-D .56 3022 C 1599 -2958 2. !!!CAUTION!!! READ "HIB-91 BOTTOM CHORDS SUMMARY SHEET" BEFORE .82 2783 T 2028 99 HANDLING , INSTALLING & i-S1 .63 2783 T -99 -238 BRACING TRUSSES. S1-H .67 2783 T. 238 -1044 3. SEE ATTACHED DETAIL SHEET H-G .59 2328 T 1044 -780 FOR: 1-JACK NAILS. G-F .59 2328 T 780 -1044 2-TBRACE. 3-BEARING BLOCK. F-S2 .67 2783 T 1044 -238 4. DESIGNER: TJR S2-E .63 2783 T 238 99 E-D .82 2783 T, -99 -2028 WEBS (• I-J = 81 T J-H = 502 C Robbins Engineering, Inc./OnItne Plus' m 1996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:11 PM Page 1 0 Job Mark Quan Type Span Pl-Hl Left :OH Right OH _ Engineering 1928 HIB 1 SP 400000: 5. 1-� 0-- 0 1- 0- 0 CENTEX 1928 B-C hit HO 4-1 HO 4-1 0 0 0 0 0 0 0 0 TC II 11-0-0 1 18-0-0 1 11-0-0 t 4x6 3x4 3x6 3x4 4x6 B I S1 J C 5F- 2x4 2x4 H K 4-11-1 3x6 3x6 A D G S2 F S3 E1 W:800 4x8 3x6 3x4 3x6 4x8 W:800 R:1541 - - 111:1541 U: 551 U: 551 l ALL PLATES ARE LOCH2O k. Scale: 0.161" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M@1ST'M@2ND REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03 S2-F .87 3045 T -306 -2039 NOTES AND SYMBOLS SHEET FOR F-S3 .87 3045 T 2039 305 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB S3-E .79 3045 T -305 -1507 TOP .53 2X 4 SP-#2 1720 E-D .85 2785 T 1507 -2230 NOTES: BTM .87 2X 4 SP42 1720 WEBS 1. TRUSSES MANUFACTURED "BY - WBS .44 2X 4 SP-#3 980 H-G = 268 C G-B = 769 T East Coast Lumber REPETITIVE MEMBER INCREASES: G-I = 788 C I-F = 124 T 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% FC .0% F-J = 124 T J-E = 788 C 3. WIND LOADS - ANSI/ASCE 7-98 C-E = 769 T E-K = 268 C TRUSS IS DESIGNED AS A LATERAL BRACING: MAIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS DL+LL DEFL = .6011 IN S2-F FOR EXTERIOR ZONE LOCATION BTM CHORD - CONTINUOUS, LL DEFL = .29" < BRG-SPAN/240 WIND SPEED - 110 MPH ONE BRACE G-I J-E SPAN/DEFL (DL+LL) = 806 MEAN ROOF HEIGHT - 15' TRUSS SPACING - 24.0 IN. EXPOSURE CATEGORY - B ,--OCCUPANCY FACTOR - 1.00 STANDARD LOADING ENCLOSED BUILDING. LUMBER STRESS INCREASE: 25.0% t{t•*I TC DEAD LOAD = 5.0 PSF PLATE STRESS INCREASE: 25.0% BC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) ry p•t.,E 1 c, t. " 4. PROVIDE DRAINAGE TO ..OP CHD 20.0 7.0 q PREVENT WATER PONDING. BTM CHD .0 10.0 5`. FASTEN TRUSS TO BRG A TOTAL 20.0 17.0 37.0 FOR 551 LBS OF UPLIFT, SUPPORT CRITERIA WHILE PERMITTING NO UPWARD JT REACT WIDTH JT REACT WIDTH MOVEMENT OF WALL OR BRG. LBS IN-SX LBS IN-SX 6. FASTEN TRUSS TO BRG D A 1541 8 0 D 1541 8- 0 FOR 551 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD LEFT RIGHT MOVEMENT OF WALL OR BRG. HEEL OIN 4SX DIN - 4SX FABRICATOR NOTES: MEMBR CSI P(LBS) MIST M@2ND 1. EAST COAST LUMBER & SUPPLY TOP CHORDS J.C. WEBER P.E.#17455 A-H .53 3031 C 2763 -590 5285 ST. LUCIE BLVD. H-B .32 2763 C 590 -1364 FORT PIERCE FL. 34946 B-I .33 2386 C 1328 -1811 2. !!!CAUTION!!! READ "HIB-91 I-S1 .37 3111 C 1811 594 SUMMARY SHEET" BEFORE S1-J .37 3111 C -594 -1811 HANDLING , INSTALLING & J-C .33 2386 C 1811 -1328 BRACING TRUSSES. C-K 32 2763 C 1364 -590 3. SEE ATTACHED DETAIL SHEET K-D .53 3030 C 590 -2763 ! FOR: I -JACK NAILS. BOTTOM CHORDS 2-TBRACE. 3-BEARING BLOCK. 4-G .85 2785 T 2230 -1507 -XI4. DESIGNER: TJR G-S2 .79 3045 T 1507 306 Robbins Engineering, Inc./Online Plus' 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:13 PM Page 1 Job Mark Quan Type Span 'P1-H1 Left OH, Right OH Engineering 1928 HIB 1 SP 400000 5 1- 0- 0 1- 0- 0 ..CENTEX 1928 B-C HO 4-1 HO 4-1 0 0 0 0 0 0 TCI" 1 11-0-0 1 18-0-0 1 11-0-0 0 0 4x6 3x4 3x6 3x4 4x6 B I S1 J C 5` T 2x4 2x4 H K 4-11-1 3x6 3x6 A 0 G S2 - F S3 Ej W:800 4x8 3x6 3x4 3x6 4x8 W:800 R:1541 U: 551 - Sj1dIX T -- SsM t R:1541 .t. - U: 551 _ BC 1.? ALL PLATES ARE LOCK20 Scale: 0.161" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .53 2X 4 SP42 1720 BTM .87 2X 4 SP42 1720 WBS .44 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT ..0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS 1 BTM CHORD - CONTINUOUS ONE BRACE - G-I J-E TRUSS SPACING 24.0 IN. STANDARD LOADING --LUMBER STRESS INCREASE: 25.0% L-,�,ELATE STRESS INCREASE: 25.0% { LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 8- 0 D 1541 8- 0 Robbins Engineering, Inc./Online Plus- MEMBR CSI P (LBS) M@1ST M@2ND S2-F .87 3045 T -306 -2039 F-S3 .87 3045 T 2039 305 S3-E .79 3045 T -305 -1507 E-D .85 2785 T 1507 -2230 WEBS H-G = 268 C G-B = 769 T G-I = 788 C I-F = 124 T F-J = 124 T J-E = 788 C C-E = 769 T E-K = 268 C DL+LL DEFL = .60" IN S2-F LL DEFL = .29" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 806 L:5 AP-T; L� r' LEFT RIGHT HEEL OIN - 4SX OIN 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-H .53 3031 C 2763 -590 ¢ H-B .32 2763 C 590 -1364 B-I .33 2386 C 1328 1-1811 I-S1 .37 3111 C 1811 594 Si-J .37 3111 C -594 -1811 J-C .33 2386 C. 1811 -1328 C-K .32 2763 C 1364 -590 ! fz .53 3030 C 590 -2763 ^� xr BOTTOM CHORDS A-G .85 2785 T 2230 -1507 " G-S2 .79 3045 T 1507 306 Robbins Engineering, Inc./Online Plus- 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 4:07:03 PM Fage 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' .EXPOSURE CATEGORY - B �t OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. PROVIDE DRAINAGE TO, PREVENT WATER PONDING. 5. FASTEN TRUSS TO BRG A FOR 551 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 551 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4_ DESIGNER: TJR Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 1928 HlA 1 SP 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C HO 4-1 HO 4-1 0 0 0 0 0 0 TC 1 9-0-0 I 22-0-0 1 9-0-0 3x6 4x6 3x4 S12x4 3x4 4x6 5 r- B M I L J C T2x4 2x4 H K 4-1-1 3x6 3x6 A _ D yr ( G S2 F S3 E W:800 4x8 3x6 4x8 `'. 3x6 4x8 W:800 R:1541 R:1541 U: 562 U: 562 sc 4 _ _ V V 0 ALL PLATES ARE LOCr,20 Scale: 0.162" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .54 2X 4 SP42 1720 BTM .95 2X 4 SP42 1720 WBS .68 2X 4 SP43 980 REPETITIVE MEMBER INCREASES: FB.15.0% FT .0% FC .0% LATERAL BRACING: ry.TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS i TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10..0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 8- 0 D. 1541 8- 0 LEFT RIGHT HEEL OIN 4SX OIN MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-H .54 3047 C 2787 187 H-B .30 2820 C -187 -724 B .32 2829 C 1596 902 f 1p,1 .34 2829 C -902 -1551 2-S1 .37 3832 C 1551 237 S1-L .41 3832 C -237 :-934 L-J .40 3832 C 934 -1551 J-C 34 2829 C 1551 -1595 C-K .30 2820 C 724 187 K-D .54 3047 C -187 -2787 BOTTOM CHORDS A-G .85 2792 T 2229 -1492 Robbins Engineering, Inc./Online Plus- MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS ENG. GENERAL G-S2 .88 3530 T 1492 332 NOTES AND SYMBOLS SHEET FOR S2-F .95 3530 T -332 -1968 ADDITIONAL SPECIFICATIONS. F-S3 .95 3530 T 1968 332 S3-E .88 3530 T -332 -1492 NOTES: E-D .85 2791 T 1492 -2229 1. TRUSSES MANUFACTURED BY - WEBS East Coast Lumber H-G = 197 C B-G = 819 T 2. EMPIRICAL ANALOG IS USED. G-I 882 C I-F = 379 T 3.•WIND LOADS - ANSI/ASCE 7-98. F-L = 250 C F-J, 379.T TRUSS IS DESIGNED AS A J-E = 882 C E C 819 T MAIN WIND -FORCE RES SYSTEM E-K = 197 C FOR EXTERIOR ZONE LOCATION = WIND SPEED - 110 MPH DL+LL DEFL = .711"1I4.32=F' MEAN ROOF HEIGHT - 15' LL DEFL = .37" <G-SPAN/240 EXPOSURE CATEGORY - B SPAN/DEFL (DL+LL) = 677 OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 5. FASTEN TRUSS TO BRG A FOR 562 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 562 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "RIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus' 01996-2002 Version 13.0.009 Engineering - Portrait 3114103 3:54:14 PM Page 1 Job Mark Quan Type Span Pl-HI Left OH Right OH Engineering 1928 HI l sP a00000 s l- o- o l- o- o CENTEX 1928 B-C NO 4-1 HO 4-1 c o 0 .T, TC 7-0-0 I 26 0-0- I 7-0-0 JH 6x10 5x4 4x4 4x8 tr :2x4 _ _ 5x4 6x10 5F__ B N O S1 P Q C T 3x4 M- 3x4 R 3-3-1 6x12 6 A D D _ W:800 2x4 4x4 4x8 S2 5x4 4x8 S3 4x8 Gx4 2x4 W:800 R:3260 20G-RHS-6x10 20G-RHS-6x10 R:3260 U: 899 U: 899 sc 40-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.162" = 1' a. Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER TOP .83 2X 6 SP-SS BTM .94 2X 6 SP-SS E+7B5 .66 2X 4 SP-#3 EXCEPTIONS: A=M 2X 4 SP-42 M-B C-R R-D SAME AS A-M 3-J G-C SAME AS A-M LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN UNIFORM LOADING LUMBER STRESS INCREASE: PLATE STRESS INCREASE: UNI. LDG. LIVE DEAD TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 GIRDER LOADING LUMBER STRESS INCREASE: PLATE STRESS INCREASE: GRD. LDG. LIVE DEAD TOP CHD 40.0 14.0 BTM CHD .0 20.0 TOTAL 40.0 34.0 EXCEPTIONS: B-C 90.0 31.6 .0 45.0 bbNCENTRATED LOADS (LBS) I' 280 (LIVE) K 237 (DEAD) F 280 (LIVE) F 237 (DEAD) SUPPORT CRITERIA FB 2550 2550 850 1500 25.0% 25.0% (PSF) 37.0 25.0% 25.0% (PLF) 74.0 Robbins Engineering, Inc./Online Plus- MEMBR CSI P(LBS) M@1ST M@2ND Si-P .61 11813 C -3145 -1095 P-Q .60 11813 C 1095 -1473 Q-C .50 1.0187 C. 1473 -1791 C-R .83 7572 C '1791 1267 R-D .74' 7052 C -1267 1183'' BOTTOM CHORDS ' A-L .71 6485 T 2368 6299 L-K .71 6485 T 6299. 1204 K-J. .56 7074 T .1203'= 2A'755 J-S2 .81 10186 T 254r S2-1 .82 10186 T -254•. .43 I-H 1.94 11820 T -94_ 1053 H-S3 .82 10187 T -1049 2562 S3-G .81 10187 T -2562 730 G-F .56 7074 T -730 -1196 F-E .71 6485 T 1196 6297 E-D .71 6485 T -6297 -2369 WEBS L-M = - 390 C M-K = 659 T K-B = 601 T B-J = 3548 T J-N = 1498 C N-I = 1851 T I-O = 634 C O-H = 8 C H-P = 632 C H-Q = 1842 T G-Q = 1497 C G-C = 8550 T F-C = 601 T F-R = 659 T E-R = 390 C DL+LL DEFL = 1.45" IN Sl-P LL DEFL = .77" < BRG-SPAN/240 DL+LL HORZ = .321. AT D SPAN/DEFL 7 2v.13 ITT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN 0 3260 8- 0 D HORZ RLR 0 3260 8- 0 LEFT RIGHT HEEL OIN 4SX OIN - 4SX MEMBR CSI P(LBS) M131ST M@2ND TOP CHORDS A-M .74 7052 C 1183 .1268 M-B .83 7572 C -1268 -1794 B-N .50 10185 C 1794 -1449 N-0 .60 11819 C 1449 -1201 O-S1 .57 11813 C 1201 3145 Robbins Engineering, Inc:/Online Plus- 01996-20M Version 13.0.009 Engineering - Portrait 3114/03 3:54:16 PM Page 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CAT GORY - B OCCUPANCY FBl:TOR - 1.00 ENCLOSED B171LDING. TIC DEAD L03D = 5.0 PSF BC DEAD LOAD = 5_0 PSF 4. BUILDIN; DESIGNER IS RESPOYSIBLE FOR ADEQUATE DESI!=V OF TRUSS TO BRG PLATE CONNECTION WHICH ALLUWS .32 INCHES OF HORZ..MOVEMENT AT JOINT D 5. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 6. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 7. FASTEN TRUSS TO BRG A FOR 899 LEIS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 8. FASTEN TRUSS TO BRG D FOR 899 LBS OF UPLIFT, e7HILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9 GIRDER CONDITION: STEP DOWN HIP GIRDER WITH KING -JACKS. OPEN FACE COITION JACKS. GIRDER SETBACF 7.00 ft. FABRICATOR NOTES' 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. ! ! !CATVTION! ! ! READ "HIB-91 SUMMARY SHEET" BEFORE HANC`LING , INSTALLING & BRILCING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. 4. DESIGNER: TJR Job Mark Quan Type Span Pl-H1 Left. OH Right OH Engineering 1928. GE2 1 sP 20080.0- 5 1--0- o~ i- o- o ,71 CENTEX 1928 B-C HO 4-1 - HO 4-1 „ o 0 0 0 0 0 0 TC j 'r 1 10-4-0 I* 10-4-0 i4' 5x4 - 8 5� O S 3x4 3x4 G H 4-7-12 X Y *2x4 I AA 3x4 3x4 A Q U C bd J L F lx4 N PS E T RSl 3x8 V X .Z 88 1x4 3x6 W:800 W:800 - R: 826 _/U.e:j R: 826 U: 274 - -- U: 272 BC - - 20 8-0 ALL PLATES.`-ARE'LOCK20 See Joint I For Typical Gable Plate Size and Placement Scale: 0.292" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .22 2X 4 SP42 1720 BTM .35 2X 4 SP42 1720 WEIS .25 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS ! BTM CHORD - CONTINUOUS GABLE STUDS ARE CONSIDERED NON-STRUCTURAL. ALL BRACING FOR HORIZONTAL WIND LOADS ARE THE RESPONSIBILITY OF THE ,.BUILDING DESIGNER. TRUSS SPACING - 24.0 IN. f STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LEIS IN-SX A 826 8- 0 C 826 8- 0 Robbins Engineering, Inc./online Plus- MEMBR CSI P(LBS) M@1ST M@2ND D-C .35 1265 T 94 -735 WEBS F-G = 78 T G-E = 420 C E-B = 471 T E-H = 420 C D-H = 78 T DL+LL DEFL = .11" IN G-B LL DEFL = .05" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBR CSI- P(LBS) M@1ST M@2ND TOP CHORDS A-G .22 1372 C 1337 -1059 G-B .18 959 C 1059 -947 B-H .17 959 C 947 -1059 H-C .22 1372 C 1059 -1336 BOTTOM CHORDS A-F .35 1265 T 735 -94 F-S1 .29 1265 T 94 196 S1-E .33 1265 T -196 -637 ,, D .33 1265 T 637 -94 Robbins Engineering, Inc./Online Plus' 01996-2002 Version 13.0.009 Engineering - Portrait 3114/03 3:64:16 pM> Page 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 274 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRIG. 5. FASTEN TRUSS TO ERG C FOR 272 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG,. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT. PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY.SHEET" BEFORE. HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Job Mark Quan Type Spain P1-H1 Left OH Right OH Engineering 1928 T2 2 SP 200800 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C HO 4-1 o HO 4-1 0 o 0 C 0 0 'Cl 'i 10-4-0 10-4-0 5x4 B 5� 1x4 lx4 G H 4-7-12 3x4 A S _ 3x4 .. C - F Sl 3x4 3x6 _...�.. ar`F " .. D 3x4 7 W:800 R: 826 W:800 U:. 274 - R: 826 U: 272 v ALL PLATES ARE LOCK20 Scale: 0.292" = 1' - Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI -SIZE LUMBER 1.15FB y TOP .29 2X 4 SP42 1720 BTM .45 2X 4 SP42 1720 WBS .20 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .096 LATERAL BRACING: ( TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS. TRUSS SPACING - 24.0 IN. 0 STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS.INCREASE': 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBSIN-SX LBS IN-SX A 826 8- 0 C 826 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX Robbins Engineering, Inc./Online Plus- MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS ENG. GENERAL WEBS. NOTES AND SYMBOLS SHEET FOR F-G = 243 C F-B = 621 T ADDITIONAL SPECIFICATIONS. B-D = 621 T D-H = 243 C NOTES: DL+LL DEFL = .28" IN S1-D 1. TRUSSES MANUFACTURED BY - LL DEFL = .06" < BRG-SPAN/240 East Coast Lumber SPAN/DEFL (DL+LL) -.871. 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES:SYSTEM FOR ,EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING: TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN -TRUSS TO BRG A FOR 274 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT'OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C FOR 2-72 LEIS OF UPLIFT.,` WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS i x,G .29 1412 C 1741 -861 4B .20 1405 C 861 -1038 B-H .20 1405 C 1038 -861 H-C .29 1412 C 861 -1741 BOTTOM CHORDS A-F .45 1298 T 441 -1359 F-S1 .36 827 T 1359 -157 S1-D .37 827 T 157 -1359 D-C .45 1298 T 1359 -441 Robbins Engineering, Inc./Online Plus' 01996-2002 Version 13.0.009 Engineering - Portrait 3114/03 3:54:20 PM Page 1 FABRICATOR NOTES: 1: EAST COAST LUMBER-& SUPPLY J.C. WEBER P.E.#17455 5285.ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!!, READ "RIB-91 SUMMARY SHEET" BEFORE HANDLING", INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE: 3-BEARING BLOCK. 4. DESIGNER: TJR Job Mark Quan Type Span P1-H1 Left OH _--j- Right OH Engineering 1928 GE3 1 SP 90400 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C 80 4-1 HO 4-1 'Cl 1-0-0 1 4-8-0 1 4-8-0 1-0-0 5x4 B 5 t, 3x4 3x4 G H "> 2-3-6 ,`. 3x4 A 3x4 C 44, F E D 1x4 3x8 1x4�m ' 1 W:800 W:800 R: 406 R: 406 U: 158 U: 157 BC 9-4-0 ALL PLATES ARE LOCK20 Scale: 0.559" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB, `• TOP .06 2X 4 SP42 1720 gTM .13, 2X 4 SP42 1720 WBS .06 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS.SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT .WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 406 8- 0 C 406 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX gM&MBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-G .06 505 C 347 15 G-B .04 395 C -15 -177 B-H .04 3.95 C 177 15 H-C .06 505 C -15 -347 BOTTOM CHORDS A-F .13 460 T 302 209 F-E .12 460 T -209 -183 E-D .12 460 T 183 208 D-C .13 460 T -208 -302 WEBS F-G = 28 T G-E = 106 C E-B = 173 T E-H = 106 C D-H = 28 T Robbins Engineering, Inc./Online Plus- DL+LL DEFL = :OS!'::; IN,G-B LL DEFL = 01" < BRG-SPAN/240 SPAN/DEFL (DL+LL) 399. j c'17C' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES:. .1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 11D MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 158 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C FOR 157 LBS OF UPLIFT, yF"WHILE_PERMITTING NO UPWARD i> MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus' 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:21 PM Page 1 1 Job 1928 Mark EJ7 Quan 14 Type Span Pl-Hl Left OH MONO 70000 5 1- 0- 0 Right OH 0 Engineering CENTEX 1928,B-C HO 4-1 HO 3-3-1 8 5� D 3-3-1 W:08 R: 167 U: 126 3x4 A C W:308 W:08 R: 325 R. 86 U: 124 BC - ALL PLATESARELOCK20 Scale: 0.535" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .47 2X 4 SP-#2 1720 BTM .34 2X 4 SP42 1720 REPETITIVE MEMBER INCREASES: FB 15.0% FT 0% FC .0%; LATERAL BRACING: s TOP CHORD CONTINUOUS BTM CHORD - CONTINUOUS. ! TRUSS SPACING 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA . JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 325 3- 8 C 86 0- 8 B 167 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-D .46 68 C -1196 -2055 D-B .47 56 C 2055 0 BOTTOM CHORDS A-C .34 0 T -1706 0 WEBS i DL+LL DEFL = .26" AT D LL DEFL = .03" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 323 Robbins Engineering, Inc./Online Plus - 7.:: 3 0 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber . 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 151 LBS. 5. FASTEN TRUSS TO BRG A, FOR 124 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 6. FASTEN TRUSS TO ERG B FOR 126 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE_ 3-BEARING BLOCK. 4. DESIGNER: TJR sa �tobfi�ns Engineering, Inc./Online PIusTM 01996-2002 Version 13.0.009 Engineering - Portrait 3/14103 3:64 22 PM Page.1 4 r Job Mark Quan Type Spaif_i_''1P1-H1 Left OH Right OH Engineering 1928 EJ4 s SP 40000^ 5 1- 0- 0 0 CENTEX 1928 B-C HO 4-1 H0.2-0-1 TC1 1-0-0 4-0-0 1 5 2-0-1 3x4 A W:OB 89 U: 69 W:800 W:08 R: 223 R: 45 U: 99 BC_f -0-0 0 ALL PLATES ARE LOCK20 Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .13 2X 4 SP-#2 1720 4 BTM .09 2X 4 SP42 1720 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING .LUMBER STRESS INCREASE: 25.0% "PLATE STRESS INCREASE: '25.0% LOADING LIVE. DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD 1 .0 10.0 TOTAL 20.0 17.6 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 223 8- 0 C 45 0- 8 B 89 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P (LBS) M@ 1ST M@2ND TOP CHORDS A-D .13 38 C -256 -601 D-B .13 31 C 601 0 BOTTOM CHORDS A-C .09 0 T -461 0 WEBS t. DL+LL DEFL = .02" AT D LL DEFL = .001' < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 Robbins Engineering, Inc./Online Plus- . Cyr Scale: 0.736" = 1' REFER TO ROBBINS ENG. GENERAL, NOTES AND SYMBOLS SHEET FOR ADDITIONAL.SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3: WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 99 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG B FOR 69 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD .MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST..LUCIE BLVD. FORT PIERCE FL. 34946 2. !t!CAUTION!!!,READ "HIE-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:24 PM Page 1 Job Mark Quan Type Span ' Pl-Hl Left OH Right OH Engineering1928 TCJS 4 ENDJO 50000 5 1- 0- 0 0 CENTEX 1928 B-C HO 4-1 HO 2_5_1 TC I 1-0-0 I 5-0-0 - 2-5-1 t .7 19 W:308 W:08 R: 252 R: 61 U: 106 BC 5-0-0 ALL PLATES ARE LOCK20 Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB ! TOP .23 2X 4 SP42 1720 BTM .17 2X 4 SP7.#2 1720 REPETITIVE MEMBER INCREASES: FB:15.0% FT .0% FC .0% LATERAL BRACING TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 252 3- 8 B 117 0- 8 C 61 0- 8 LEFT RIGHT HEEL OIN - 4SX OtMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS' A-D .23 48 C -457 -1012 D-B .23 40 C 1012 0 BOTTOM CHORDS A-C .17 0 T -928 0 WEBS DL+LL DEFL = .0611 AT D LL DEFL = .011' < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 931 Robbins Engineering, Inc./Onl'ine Plus - 0.661" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND,SPEED - 110 MPH MEAN ROOF HEIGHT.- 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 112 LBS 5. FASTEN TRUSS TO BRG A FOR 106 LBS OF UPLIFT, WHILE PERMITTING NO.UPWARD MOVEMENT OF WALL OR BRG. 6.cFASTEN TRUSS TO ERG B FOR 89 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. FABRICATOR NOTES: .1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ 11HIB-91.. SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 3/14103.3:54:25 PM Page 1 Job Mark 1928 CJ-I CENTEX 1928 B-C Quan Type Span P1-H1 Left OH Right OH 6 ENDJO 30000 5 1- 0- 0 1 0 Engineering T 1-7-1 T Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .08 2X 4 SP-#2 1720 BTM .06 2X 4 SP42 1720 REPETITIVE MEMBER INCREASES:. FB'15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING 24.0 IN. STANDARD LOADING # LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10:0 TOTAL 20,0 17.0 37.0 SUPPORT CRITERIA lTT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN -1 178 3- 8 B HORZ RLR 0 68 0- 8 C HORZ RLR 0 37 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-D .08 28 C -50 -333 D-B .08 23 C 333 0 BOTTOM CHORDS A-C .06 0 T -373 0 WEBS. DL+LL DEFL = .01" AT D LL DEFL = .00" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 SO 4-1 HO 1-7-1 TCI 1-0-0 I-3-0-0I W:08 R: 68 U: 51 W:308 W:08 R: 178 R: 37 U: 88 BC - 3-0-0 �. ALL PLATES ARE LOCR20 n Robbins Engineering, Inc./Online Plus - Scale: 0.575" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. 'TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 88 LBS OF UPLIFT, EWTT' ,ter.- c,,«".'r`" WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FASTEN TRUSS TO BRG B FOR 51 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR. BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER &SUPPLY J.C. WEBER P.E.#17455 5285'ST.'LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION M READ 11HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online PIusT" 01996-2002 Version 13.0.009 Engineering - Portrait W14/03 3:54:26 PM,-; Page;1 j ,yri s: Job Mark -. ,] Quan Type Span -•� nckH1 Left OH Right OH Engineering 1928 CJI 6 ENDJO l000'o ' 5 ' 1 0- o 0 .CENTEX 1928 B-C _.. HO 4-1 HO 9-1 TCj 1-0-0 1-0-0 61 I 3x4 9-1 A ,E .-; w 8 R: 18 . U- _14 114,08 R '105 R: 12 U: 70 U: 3 . HC —3 0- 1-0-00 ALL PLATES ARE LOCK20 Scale: 0.883" = 1' " Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB TOP .01 2X 4 SP-#2 1720 NOTES: BTM .01 2X 4 SP-#2 1720 1. TRUSSES MANUFACTURED BY - REPETITIVE MEMBER INCREASES: East Coast Lumber FB 15.0% FT .0% FC .0% 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 LATERAL BRACING: TRUSS IS DESIGNED AS A ,;TOP CHORD - CONTINUOUS - ' M&IN WIND -FORCE RES SYSTEM `BTM CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION TRUSS SPACING - 24.0 IN. J+i WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' STANDARD LOADING " EXPOSURE CATEGORY - B LUMBER STRESS INCREASE: 25.0% OCCUPANCY FACTOR - 1.00 PLATE STRESS INCREASE: 25.0% ENCLOSED BUILDING. LOADING LIVE DEAD (PSF) TC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 BC DEAD LOAD = 5.0 PSF BTM CHD ..0 10.0 4. FASTEN TRUSS TO BRG A TOTAL 20.0 17.0 37.0 FOR 70 LBS OF UPLIFT, SUPPORT CRITERIA WHILE PERMITTING NO UPWARD JT TYPE HORZ VERT WIDTH MOVEMENT OF WALL OR BRG. LBS LBS IN-SX A PIN -1 105 3- 8 FABRICATOR NOTES: B HORZ RLR 0 18 0- 8 1. EAST COAST LUMBER & SUPPLY C HORZ RLR 0 12 0- 8 J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. i LEFT RIGHT FORT PIERCE FL. 34946 HEEL OIN - 4SX 2. !!!CAUTION!!! READ "BIB-91 SUMMARY SHEET" BEFORE MEMBR CSI P(LBS) M@1ST M@2ND HANDLING , INSTALLING & TOP CHORDS _. ....._,..' BRACING TRUSSES. A-B .01 7 C 24 0 3. SEE ATTACHED DETAIL SHEET !F, BOTTOM CHORDS FOR: 1-JACK NAILS. A=C .01 0 T -39 0 - 2-TBRACE. 3-BEARING BLOCK. WEBS 4. DESIGNER: TJR SPAN/DEFL (DL+LL) = 999 Robbins Engineering, Inc./Online Plus' 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:27 PM Page 1 Job Marx Quart Type Span Pl-HI Left OH Right OH Engineering 1928 HJ7 2 MONO 91013 3.536 1- 5- 0 0 CENTEX 1928 B-C HO _TCI 3-13 1-5-0 I 9-10-13 HO 3-2-13 I 2x3 B 3.536 lx4 D 3-2-13 3x6 .P.` A - .. .., C 3x4 L/.JI W: 415 HGR R: 331 R: 597 U: 87 U: 166 BC 9- 0- 3 9-10-13 ALL PLATES ARE LOCK20 Scale: 0.529" = 1' Online Plus -- Version 13.0.009 RUN,DATE: 3-14-03 CST SIZE LUMBER FB TOP .45 2X 4 SP42 1500 BTM .64 2X 4 SP42 1500 WBS .37 2X 4 SP-#3 850 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. UNIFORM LOADING. LUMBER STRESS INCREASE: PLATE STRESS INCREASE: UNI. LDG. LIVE DEAD TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 GIRDER LOADING LUMBER STRESS INCREASE: PLATE STRESS INCREASE: GRD. LDG. LIVE DEAD TOP CHD 40.0 14.0 BTM CHD .0 20:0 TOTAL 40.0 34.0 EXCEPTIONS: LINEAR VARIATION ALONG A-B AT A .0 .0 '01AT B 99.0 34.6 LINEAR VARIATION ALONG A-C AT A' .0 .0 AT C .0 49.6 SUPPORT CRITERIA JT REACT WIDTH JT REACT LBS IN-SX LBS A 331 4-15 C 597 25.0% 25.0% (PSF) 37.0 25.0% 25.0% (PLF) 74.0 WIDTH IN-SX 3- 8 LEFT RIGHT HEEL OIN - 2SX Robbins Engineering, Inc./Online Plus- MEMBR CSI P(LBS) MIST M@2ND REFER TO ROBBINS ENG. GENERAL TOP CHORDS NOTES AND SYMBOLS SHEET FOR A-D .42 710 C -1912 -2555 ADDITIONAL SPECIFICATIONS. D-B .45 8-C 2555--_t, BOTTOM CHORDS- - "':;NOTES: A-C .64 709 T 18011 -6- 1. TRUSSES MANUFACTURED BY - WEBS. ;:, :; . , . East Coast Lumber D-C = 749 C C B 222 C 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 DL+LL DEFT,= 30"J'TN A-C TRUSS IS DESIGNED AS A LL DEFL = .00" < BRG-SPAN/240 MAIN WIND -FORCE RES SYSTEM SPAN/DEFL (DL+LL) = 390 FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 87 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C .FOR 166 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. GIRDER CONDITION: _r"KING.JACK GIRDER. TIE-IN JACKS ON TOP&BTM. GIRDER SETBACK 7.00 ft. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus^ 01996-2002 Version 13.0.009 Engineering - Portrait 3/14103 3:54:28 PM Page 1 Job Mark Quart Type Span Pl-Hl Left OH Right OH Engineering 1928 HJ4 1 SP 50714 3.54 1- 0- 0 0 CENTEX 1928 B-C HO 3-13 - - HO 1-11-13 TC1 1-0-0 5-7-14 2x3 V: zJ C x3 d W:800 W:08 R: 100 - - R: 50 U: 27 BC 5-7-14 5-7=14 ALL PLATES ARE L6cr20 Scale: 0.650" = V ` Rnhhine Fnnincc ri•.... 'Thn ')in..li.:., oi..�m Online Plus -- Version 13.0.009 LEFT RIGHT RUN DATE: 3-14-03 HEEL OIN - 2SX CSI SIZE LUMBER FB TOP .22 2X 4 SP42 1500 BTM .14 2X 4 SP42 1500 WBS .00 2X 4 SP-#3 850 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% E UNI. LDG. LIVE DEAD (PSF) TOP CHD 20.0 - 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 GIRDER LOADING tLUMBER STRESS INCREASE: 25.0% -.B�LATE STRESS INCREASE: 25.0% GRD. LDG. LIVE DEAD (PLF) TOP CHD 40.0 14.0 BTM CHD .0 20.0 TOTAL 40.0 34.0 74.0 EXCEPTIONS: LINEAR VARIATION ALONG A=B AT A .0 .0 AT B 46.8 16.4 LINEAR VARIATION ALONG A-C AT A 0 .0 AT C .0 23.4 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 100 8- 0 C 50 0- 8 B 107 0- 8 9 MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-B .22 . 5 T 51 -7 BOTTOM CHORDS A-C .14 0 T -602 -2 WEBS C-B .00 0 T 0 0 DL+LL DEFL = .05" IN A-B LL DEFL = .01" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999, ,7• REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG B FOR 55 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. GIRDER.CONDITION: KING JACK GIRDER. TIE-IN JACKS ON TOP&BTM. GIRDER SETBACK 5.00 ft. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3.'SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus' 0 1996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:29 PM Page 1' c o o o ALL BEAMS BY BUILDER- 40-0-0 CJl w CJ3 w CJ5 HI H1A H1B H1C HID HIE H1F TI Tl TI T1 TI o - o 0 T1 � c° T1 T1 T1 TI T1 T1 T1 T1 Ti T1 T1 P-0-0 BHI T2 0 GE2 GE3 11-4-0 2-0-0 5-4-0 Z-0-0 . 19-4-0 40-0-0 - SEE BACK OF LAYOUT FOR APPROVAL EAST COAST LUMBER TRUSS DIVISION CUSTOMER:CENTEX HOMES JOB NAME: D ATE:2 /10/98 MODEL: tg2S MODEL ELEV B & C: GARAGE RIGHT DATE REVISED:6/11 /98 11-ts% BDR 2255 AVOCADO AVE. MELB., FL. 32935 ® OFFICE: (407)254-1581 FAX: (407) 254-1582 5285 ST LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (407)466-2480 FAX: (407)466-5336 *BUILDER'S WARNING* * THIS LAYOUT 1S FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON HIB-91 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE, 8-0-0 PLATE HT TC LIVE:20 psf TC DEAD: 7 psf BC LIVE: 0 psf BC DEAD:10 psf TOTAL:37 psf DUR FAC:1.25 O-4 i LOADING: FIBERGLASS SHINGLES SCALE: 1 /8" 1 ' —0" MEAN HEIGHT:`.15'—O" WIND SPEED- 1 cJ 0 M.P.H. SPACING: 24" O.C. DESIGN BY: CM DRAWN BY: KSB 0 co 0 ALL BEAMS BY BUILDER' 40-0-0 y�> CJI CJ3 CJ5 T 19-4-0 2-0-0 5-4-0 2-0-0 11-4-0 0 40-0-0 s o I — SEE BACK OF LAYOUT FOR APPROVAL ' IMIMIMIMIMi�i�■i l�l i l�l�l�l�l�l�■I�sir , � II !A 11 �11 -11 ilk 11_ it 11 it 111 �I -- MEN Ali �1 II 'Ii IIi ;�1 lip II li' it 11� it li, ail II 11 li ail li it li EAST" COAST LUMBER TRUSS DIVISION CUSTOMER:CENTEX HOMES JOB NAME: DATE:2/10/98 MODEL:I42P, MODEL ELEV B & G GARAGE LEFT DATE REVISED:6/1 1 /98 1ctz8 BDL ®2255 35 OFFICE: VOCADO AVE. E ( 07)254 581FA FL. � X: (407)254-1582 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE: (407)466-2480 FAX: (407)466-5336 'BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON HIB-91 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHAP,GES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 12 5 ET 0-4-1 12" 8" 8-0-0 PLATE HT I 4%crF _ 7"�� LOADING: FIBERGLASS SHINGLES SCALE: 1/8" = 1'—O" TC LIVE:20 psf MEAN HEIGHT: 15'-0" TC DEAD: 7 psf BC LIVE: 0 psf WIND SPEED: 14:0 M.P.H. BC DEAD:10 psf SPACING: 24" O.C. TOTAL: 37 psf DESIGN BY: CM DUR FAC:1.25 DRAWN BY: KSB PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 90, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINO FLORIDA FLOOR SLAB EL`A► f�{�i MUST BE 16„ A90 E CROWN ' o OF ADJACEINIl i + ROAD UNLESS U OTHERWISE APPROVED 1" = 30' GRAPHIC SCALE 0 15 30 W w I� U Z BRISTOL FOREST TRAIL O 50' RIGHT-OF-WAY IV) Y — Y N89'58'19"E_ _ 335 42' CENTERLINE OF-) 200.42' i ITS Do' RIGHT-OF-WAY I I ; N89*58'19"E ;o< , ,No 50 00' �a s 10 UTILITY EASEMENT 1 I 1 1 t z LLJ - a PROPOSED 1928 w �0 d' FINISHED FLOOR W O LOT 89 O� /G o ELEVATION=13.e0 �- O� LOT 91 N OCV w ° S O� SQUARE FOOTAGE (UP TO CURB) O z (n LOT 90 UP TO CURB CONTAINS 6800 SQUARE FEET t Z a w a w THIS STRUCTURE CONTAINS 2352 SQUARE FEET t F 40.0' a CONCRETE 938 SO. FT. t INCLUDING (SIDEWALK/APRON) 0 a TOTAL SOD 3510 SO. FT. t a n —� 0 40.0' 0 a 1 IMPERVIOUS CALCULATIONS (LOT ONLY) z a LOT 90 CONTAINS 6250 SQUARE FEET t (LOT ONLY) 0 THIS STRUCTURE CONTAINS 2352 SQUARE FEET t ocv TOTAL CONCRETE 605 (WITHIN LOT ONLY) SO. FT. t LOT 90 1 i�1 TOTAL SOD 3293 S0. FT. t �Cl PERCENT OF CONCRETE k STRUCTURE TO LOT 37% f 6.250 SO.FT.t _ DRAINAGE TYPE_A..... j BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 90 BEING N 89'58'19" E PER PLAT. (FIELD DATE:) IREVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM T5' DRAINAGE & UTILITY EASEMENT S89'58'19"W 50.00' LOT 93 LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POS POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE x PROPOSED ELEVATION OR PD OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW ILI, DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE lS LAND SURVEYOR PI PRC DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE FIRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL (P) PER PLAT A/C AIR CONDITIONER (M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD SO. FT. SOUARE FEET PB PLAT BOOK NG NATURAL GRADE R RADIUS R/W RIGHT-OF-WAY PGS PAGES AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3 M-03 V /1, le.. 1. FOR I THE JOB NO, ASM39704 DRAWN BY: PLOT PLAN 03-17-03 CK8 'N i v T 1 11- R. M SCATELLO JR. PSM//4928 DATE