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109 Bristol Forest Trl (2)
PERMIT ADDRESS 1 O� ��i�` � SUBDIVISION d = cn cn CONTRACTOR PERMIT # �- \�loj DATE S -� `O �0 ADDRESS Centex Homes - 385-Douglas'Ave:; Ste-2000 -- -------- PERMIT DESCRIPTION Altamonte Springs, FL 32714 407=661-2176 - - PERMIT VALUATION PHONE NUMBER CGC 049689 SQUARE FOOTAGE PROPERTY OWNER ADDRESS r' PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR d PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER _ FEE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 109 BRISTOL FOREST TR Ifor which permit 03-00001763 has heretofore been issued on 5/13/03 has been completed according to plans and specifications filed in the office of the BuildiX-e-ko Official prior,to the issuance of said building permit, to wit as , RQ� complies with all the building, plumbing, electrica , zonin§ and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL ILDNG: FIRE: BUnaleddlb VIA-- Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In I U 0 (g}fro+.c(tf2/� Lines in Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage ( Paved Maintenance Bond PUBLIC WORKS: Street Name Signs 1 U uJ3 ; wwjj Street Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 7/03/03 10.00 01-APPLCTN FEE -BUILDING 5/14/03 10.00 01-APPLCTN FEE -MECHANIC 7/17/03 10.00 01-APPLCTN FEE -PLUMBING 6/26/03 10.00 02-ENGNG DEVLPMT FEES 5/14/03 10.00 01-FIRE IMPACT - RESIDENT 5/14/03 59.27 01-LIBRARY IMPACT FEE 5/14/03 54.00 01-OPEN SPACE 5/14/03 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at. 109 BRISTOL FOREST TR for which permit 03-00001763 has heretofore been issued on 5/13/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-PLAN ALTERATIONS 6/10/03 35.00 01-POLICE IMPACT - RESID 5/14/03 91.93 01-RADON GAS TPf-. FEE 5/,14/03 11.90 01-ROAD IMPACT FEES 5/14/03 847.00 01-RECOVERY FD/CERT. PGM. 5/14/03 11.91 01-SCHOOL IMPACT FEE 5/14/03 1384.00 WD IMPACT:SINGLE FAMILY 5/14/03 650.00 SD IMPACT:SINGLE FAMILY 5/14/03 1700.00 l ' o'0� e'v�- L�n�q 7��(V'-A 0�1� c� / . 63 OWNER BUILDING OFFICIAL / D E CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions., Your prompt attention will be appreciated. 3/D3 ngineering OFire I Public Works ] Utilities OZoning E\ I OLicensing f� CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I I I I 1 I 0- 1z,j CERTIFCATE OF OCCUPANCY I REQUEST FOR FINAL INSPECTI **** SINGLE FAMILY RESIDENCE**** ' � � I DATE: �C� - - ll RMIT #: �`�� Q c PE Q� a V C _ ^ O p i ADDRESS: \C� CONTRACTOR: PHONE #: ( L\O'l1 Li The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions., Your prompt attention will be appreciated. ''Engineering Public Wo 'tili 'es ❑Fire (\ I A OZoning E lN_ icensing y-\ � N CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) . k. YlIGL %(cnr� CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: Lc ---a _ 0 v. PERMIT#:O-2-1 ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit attentionm if it will be been denied or approved with conditions., Your prompt appreciated. ❑Fire =En ineering 3 ublic Works % Zoning OLicensing Utilities CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2001, -- ELEVATION CERTIFICATE Im ortant' Read the instructions on a es 1- 7 P p9 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 109 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 88, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (type): ( ##° ##' - ##:## or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 52. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202940035 E 4/17/95 4/17195 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9: ❑ FIS Profile ®FIRM ❑ Community Determined ❑ Other (Describe): 611. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? - ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide asketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, ARIAH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. ' Datum Conversion/Comments �= Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ElYes ® No o a) Top ofbottom floor (including basement or endosure) 14.3 ft.(m) c o b) Top of next higher floor N/A. Ito) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached'garage (top of slab) E.1 ft.(m) w o e) Lowest elevation of machinery and/or equipment - servicing the building (Describe in a Comments area) 13.4 ft.(m) E ca o f) Lowest adjacent (finished) grade (LAG) 11, 4 ft,(m) Z o g) Highest adjacent (finished) grade (HAG) 14. 4 ft.(m) C • 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: WILLIAMR. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT S , TE. ORLANDO FL 1 32803 SIGNATUREJV �Wg, DATE TELEPHONE 1018/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions ' IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX N0, Policy Number 109 BRISTOL FOREST TRAIL R _ CITY STATE ZIP CODE Company NAIC Number r SANFORD FL 32771 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 HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1, Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?. ❑ Yes ❑ No ❑ Unknown. The local offical 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, A C, and E are correct to the best of my ImoWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplan management ordinance can complete Sections A, B, C (or E), and G of this Elevation cry Certificate. Complete the applicable item(s) and sign below,_ G1. ❑ The information in Section Cwas 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 community4ssued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY 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: _. _ fl.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF, SURVEY DESCRIPTION: (AS FURNISHED) LOT 88, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA Iz NOTE: THE FINISHED FLOOR ELEVATION OF THIS OU STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). W It IU W Z O H � BRISTOL FOREST TRAIL W 50' RIGHT-OF-WAY . Y PI — — - PI N89'58'19"E 335.42' QI/—[� -,\ CENTERLINE — 257.73' T 235.00' RIGHT-OF-WAY I - Fo $ Ivio _ .. IN 0 WALK IS N89'58'19"E 50.00' 1 z WALK IS 0.2' OFF. A: S/yy.`.. ... . 0.2' OFF - 10' UTILIT EASEMENT"_ -------------- Lit j •DRIVEWAY , o. - 5.4. - z Q - - _ w ONE STORY W - _ m CONCRETE BLOCK RESIDENCE o w 0 0 o FINISH FLOOR ° w 0 .. - LOT 87 p ELgvnnoN_1a.31 W E)10 LOT 89 1" 30' j F- GRAPHIC SCALE _ O(V . Z - F Or' 0 15 30 0 •— a - - - z z- n .� 5.0' a 0� o ao.o' w a i 5.0' _- - ^. 1 \- I 6.7' I 1n ^/ \� a ,. CERTIFIED TO AND FOR THE i O EXCLUSIVE USE OF: 1 N 1 - LOT 88 COMMERCE TITLE COMPANY - i - - COMMERCE TITLE INSURANCE COMPANY j 6.250 SO.FT.t CTX MORTGAGE COMPANY, LLC a s89*58'19"W 50.00' p . N I O Tf- - (UNPLATTED PER THIS PLAT) 1. ALL ALL DIRECTIONS AND DISTANCES HAVE t BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE O FNO 1/z" IRON ROD AND CAP LB #68 (10107103) SURVEY, IF ANY. — BUILDING SETBACK LINE — CENTERLINE Q FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE — — RIGHT OF WAY LINE LB .#68 (10/07/03) SET/FOUND ON 1O-7—D3, UNLESS OTHERWISE EXISTING ELEVATION FND 1/2" IRON ROD AND CAP O LB a6393 (10/07/03) SHOWN. - - CONCRETE - O CNA CORNER NOT: ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LS LAND SURVEYING BUSINESS o DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY _ PRM .PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP. PC DENOTES POINT OF CURVATURE - AFFECT THE TITLE OR USE OF THE LAND. PERMANENT CONTROL POINT . (P) PER PLAT _.. PI DENOTES POINT OF INTERSECTION (M) MEASURED PRO DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND PT DENOTES POINT OF TANGENCY rvP TYPICAL LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK S/W .SIDEWALK A/C AIR CONDITIONER CP CONCRETE PAD COW CONCRETE BLOCK WALL .5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CONCRETE SLAB C CHORD LENGTH RP RADIUS POINT - CHU OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK PARKER KALON ID IDENTIFICATION SURVEYOR AND MAPPER. R RADIUS -.POC POINT OF CURVE 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 SURVEY, SUBJECT TO THE,SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, _ 4 CONTAINED HER MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLANE < "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - `' e - BY THE FLORIDA BOARD OF PROFESSIONAL VER11CAL CONTROL AS FURNISHED. SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE BEARINGS SHOWN HEREON ARE BASED ON PURSUANT TO CHAPTER 472.027, FLORIDA THE NORTH LINE OF LOT 88,; BEING N 89'58'19" E PER PLAT. STATUTES. (FIELD DATE:) 6-13-03 REVISED:ae,`t SCALE: 1" 30 FEET APPROVED BY: WRM AA AMERICAN SURVEYING & MAPPING JOB ASM39702 FINAL 10-7-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 FO THE N0. - FORMBOARD 06-23-03 CKB 320 EAST SOUTH STREET, SUITE 180 ORLAN00; FLORIDA ' , FIRM DRAWN BY: PLOT PLAN 04-01-03 CKB - 32801 (407) 426-7979 WILLIAM R. MUSCATELLO JR. PSM 928 DATE PLAT. OF , SURVEY DESCRIPTION: (AS FURNISHED) LOT 88, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA � NOTE: THE FINISHED FLOOR ELEVATION OF THIS I� STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE N CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). W IV w z 0 �2 BRISTOL FOREST TRAIL w W 50' RIGHT-OF-WAY Y PI _ _ — N89'S8'19"E _ _ 335.42' _ A A CENTERLIIJ� 257.73' —� 235.00' — RIGHT-OF-WAY I P. to NO INO WALK IS N89'58'19"E 50.00' z WALK IS - 0.2' OFF - ,. d'.5. W':::..r.,0.2' OFF ^a 10' UTILIT EASEMENT 1 1 N 1 I U I 1 1 'CONCRETE" 1 � r„ ••. `„DRIVEWAY . � 5.0' ..'.::. �:'.:. z u- ONE STORY w - " „ N w CONCRETE, BLOCK o RESIDENCE I- w O -7 O Z o FINISH FLOOR ,°�' `O w V) „� O - p LOT (� / Q ELEVATION=14.31 DO LOT 89 o O CN Z F O� 0 (/') . - Z u a Z Z a o .� 5.0' a :n I 40.0' z a 5.0' rn - 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 10-7-03, 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 88 BEING N 89'58'19" E PER PLAT. (FIELD DATE:) 6-13-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM39702 FINAL 10-7-03 CKB FORMBOARO 06-23-03 CKB DRAWN 8Y; PLOT PLAN 04-01-03 CKB 1 I G 1 � I U I LOT 88 1 6.250 SQ.FT.t I 1 39-58'19"W 50.00' p------ (UNPLATTEO PER THIS PLAT) - - I•' - 30' GRAPHIC SCALE 0 15 30 LEGEND - FND 1 /2" IRON ROD AND CAP O — — BUILDING SETBACK LINE LB #68 (10/07/03) — CENTERLINE Q FND NAIL AND DISC _ — — RIGHT OF WAY LINE LB #68 (10/07/03) . 14.11 EXISTING ELEVATION FND 1/2" IRON ROD AND CAP O . LB #6393 (10/07/03) O CONCRETE CNA CORNER NOT ACCESSIBLE. LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES. ARC LENGTH PRIM PERMANENT REFERENCE MONUMENT - C.8. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (P) PER PLAT PI DENOTES POINT OF INTERSECTION (M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND ' - PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL 5/W SIDEWALK - _ A/C AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON - ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE - PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, 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 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER.472.027, FLORIDA STATUTES. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBQ6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 ,ffiliff/A FOR „1/T1h V THE FIRM R. MUSCATELLO JR. PSM 928 DATE PLAT. OF, SURVEY DESCRIPTION: (AS FURNISHED) LOT 88, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA I~ NOTE: p THE FINISHED FLOOR ELEVATION OF THIS 10 STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE V) CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). W IU W Z O V BRISTOL FOREST TRAIL ( W 50' RIGHT-OF-WAY Y PI PI N89'58'19"E � _ 335.42'. _ CEN_TERLINE OF 257.73' ,. 235.00'- RIGHT-OF-WAY I - Ip_ Ivi O :No WALK IS N89'58'19"E 50.00' 1 Z WALKS 0.2' OFF �4':.$Iwr::..t. .........:.:.. 0.2' OFF a I 1.0 UTILI n EASEMENT" CONCRETE" �...,.DRIVEWAY; 5.0 13.3 Y'.j `,:: V�19.3 5.0' o:..." a nU a Z i ONE STORY LL1 V' N w O CONCRETE BLOCK w o RESIDENCE � o _ o FINISH FLOOR ,°�' w �� 1O ELEVATION=14.31 I^ LOT 87 0 j W o1 LOT 89 1" = 30' r p y-j N F N GRAPHIC SCALE z J Q 0 AS 30 a r z a z a .ry Q - Ir 4 o CERTIFIED TO AND FOR THE I 1p N EXCLUSIVE USE OF: 1 I COMMERCE TITLE COMPANY i LOT 88 COMMERCE TITLE INSURANCE COMPANY I 6.250 SQ.FT.t CTX MORTGAGE. COMPANY, LLC f - S89'58'19"W 50.00' Q NOTE. (UNPLATTED PER THIS 'PLAT) - 1. ALL DIRECTIONS AND DISTANCES HAVE LEGEND BEEN FIELD VERIFIED AND ANY O FND 1/2- IRON ROD AND CAP INCONSISTENCIES HAVE BEEN NOTED ON THE — BUILDING SETBACK LINE ® LB y68 (10/07/03) SURVEY, IF ANY. — CENTERLINE Q FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE — — RIGHT of WAY LINE LB y58 (10107103) SET/FOUND ON 10-7-03, UNLESS OTHERWISE 14.21 EXISTING ELEVATION FND 1/2- IRON ROD AND CAP SHOWN. 0 . LB #6393 (10/07/03) CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS 6 DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. (P) PER PLAT PI DENOTES POINT OF INTERSECTION (M) MEASURED _ PRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND ' PT DENOTES POINT OF TANGENCYC/W CONCRETE WALK TYP TYPICAL LOCATED EXCEPT AS SHOWN. S/W SIDEWALK A/C AIR CONDITIONER - CP CONCRETE PAD CBW CONCRETE BLOCK WALL - S. NOT VALID WITHOUT THE SIGNATURE AND THE CS CONCRETE SLAB RP RADIUS POINTC CHORD LENGTH OHU OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK PARKER KALON ID IDENTIFICATION SURVEYOR AND MAPPER. R RADIUS POL POINT ON LINE POC POINT OF CURVE 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 SURVEY, SUBJECT TO THE SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE' IN ZONE X, N11 CONTAINED HEREON MEETS THE APPLICABLE AREA OUTSIDE .100 YEAR FLOOD PLANE "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY _ _- u - 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 88 PURSUANT TO CHAPTER 472.027, FLORIDA BEING N 89'58'19" E PER PLAT. STATUTES. (FIELD DATE:) 6-13-03 n } REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRIA AM RRICAN SURVEYING & MAPPING ASM39702 FINAL 10-7-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 FOR JOB NO. FQRMBQARD 05-23-03 cKe 320 EAST SOUTH STREET, SUITE 180 Xf I THE •� FIRM BY: ORLANDO, FLORIDA PLOT PLAN 04-01-03 CKe 1 32801 (407) 426-7979 IWILLI E I FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December, 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: I 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 i 109 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FIL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 88, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7• FIRM PANEL I I I B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth offlooding) 1202940035 E 4/17/95 4/17/95 X NIA — u is ouulu ui ° is uwc 14 IN acvduui I Corr-/ udid VI ud5e II(xxu ❑epin entered In t sv. ❑ FIS Profile ' ® FIRM ❑ Community Determined ❑ Other (Describe): i B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used, If the datum is different from the datum used for the BFE in. Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of I Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top ofbottom floor (including basement or enclosure) 14. 3 ft:(m) CIS o b) Top of next higher floor N/A: ft.(m) cn o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) N �' o d) Attached'garage (top of slab) 14. 1 ft.(m) W o o e) Lowest elevation of machinery and/or equipment_ servicing the building (Describe in a Comments area) 13.4 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 11. 4 ft.(m) - z' Q) N o g) Highest adjacent (finished) grade (HAG) 14. 4 ft.(m) ¢4 . o h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq, cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available... , I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001 CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT S , TE. W ORLANDO FIL 32803 SIGNATURE DATE TELEPHONE 10/8/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg.. No.) OR P.O. ROUTE AND BOX NO. Policy Number 109 BRISTOL FOREST TRAIL CITY STATE ZIP CODE `: Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and 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 enclosure) of the building is _ ft.(m) _in.(cxm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local offical 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 FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my Imowfedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and, sign below,; G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAassued or community4sued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes, G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _fl.(m) Datum: — G9. BFE or (in Zone AO) depth of flooding at the building site is: fl.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE UA I t COMMENTS ❑ Check here if attachments . FEMA Form 81-31, January 2003 Replaces all previous editions 0. CITY OF SANFORD PERMIT APPLICATION ; Permit Job Address: Description of Work: Historic District: - A —1 n • , , / Date. Zoning: Value of Work: $ c--50 00 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQ1 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 Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fb r at:[);c r CIF%a x) Parcel N: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: (Attach Proof of Ownership & Legal Description) Phone: License Number `- A�''pN* AWE NAL#WAlm"a -w PY 6 rt�+��/ 324U-W 7S 5-oet��; Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thi 'urisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILS , HEATERtS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work compliance th'ail`applirahir. irva;; rc,i rlMing construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTIC F COMME CEMENT Y RESULT IN YW <)'li. YTNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN F ANCING, C NSULT W YO ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional res ' ions applicab to i prope ha y be f and in the public records of this county, and there may be additional permits required from other governmental tities such t manage t stricts, sta agencies, of fcx1pf�d l agencies. Acceptance of permit is verification that i still notify the owner of the property/f the requXgie i[s of Flo��i en Law, FS 7 Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Flonda Ow-ner/Agent is _ Produced ID Personal) ;<nown to ,Me or Date Signat Zc ofConmactor/Agent o becq- G Prjnt t ontractor Agent's Name Date Signature of No-n--State of Flonda �0 /,C)-3 gUS!s :�) '----' k9I03 Contractor/Ag,-.: iS ►' Personaii% Known to Me or Produce" :D APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) (Initial & Date) r 1piGal ondltions: _ ATI,�',': �I f D. (Irwial & Datc EXPIRES: June 14, 2007 Bonded Thru Notary Public Underwriters 5-26-223 12:52PM FROM t Permit;, Job Addri Descriptie Historic Dw,,. CCTV OF BANPORD PERMrr APPr-rre•rrnN 4vg14g: Value ofWork: Permit Type: Building Electrical X Mechanical Plumbing Firc Sprinkler/Alarm Pool _ Electrical: New Servica - # of AMPS Addition/Altera6on Change of Service Temporitry Polc --- Mechani"I: Residential Non -Residential Replacement New (Duct Layout & Fnergy Qi Requirrd) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines PlumbinVNew Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: _ # of Stories: # of Dwelling Uaits: Flood Lone: (FEMA form required for vtucr .;lA;l Farcei I (Arrach Proofof Ownership & Legal Description) Owocra game & Address: Centex Homes 385 Douglas Ave. Suite 2000 _ Alt-amnnte Springs, FL 32714 _ Ptionc. 407-661-2150 _ Corit(;clor i`lamc &Address: APproved Electric Co. of Florida .4874 S. Orange Ave. Orlando FL 32806 State Uceasc:.'umber: EC0002494 Fnone Z Fax: Fax 407-851-1 226 Contact Person:John Findlay Phone: 407-851-1220 �ndlu; Company _ \lort,s e Lender Overs ArGiutecVEn incer: Phonc: A,Orws T VaX: _..,.. ,,ppheul,-n ;S hereby mane to obtain a perrrtit to do the work and installations as indicated, I certify that no work or install3non has commcnctJ pncn ns ss'lancc cf a pen-nat and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I under5wo that a separate pr i Tus:'uc secured for ELECTRJCAL WORK, PLUMBING, SIGNS, WILLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and A1R 7\,D(TtoNERS, eta Ow'NER'S AFFIDAV FT: I ccnify that all ofthc foregoing infornul ion is accurate and that,all work will be done in compliance with all applicnhle io I c);wianng --tr c.or) and caning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI,I IN TWICE FOR MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ,,.170R3NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, ynTJ F- In aadibon to Fhc rNuiremertls of this permit, there may be additional restrictions applicable to this property that t'r.ls cuunly, and thew -may be additional permits required from other governmental cnti6es such as'watcr managcmI ncccpacec o! permit is verification that I vAll rnotily the uwner of the property of the requiremen , S:Fra:urc Of Owner/Agent Owner/Agcnr's Name Uatc S',)" a:❑ e of Notary -Sine of Flonrla Date OwnerlAgvnt is Pcrsonall\ Kno�,n to N1c or Nrr.nuccil IU c �,- C,ti' nlTROVED HY: Bldg: . Inilisl & 17atc; be found in the public rrcorus o: tale ltg=CitS, Or Fc�SJ. T-'F';TC ICS ,Charles Cannon __ Pri ntrnior-Ygcm's Namc Slgnawrpnf Nn� y•. lire of Flondz Datc ,40yP% PATRICIA A. KADLAC \ / MY COMMISSION* DD 013206 C'ontractpr/Ac:.: is J� Pcnunal;, Known tt M 11k. EXPIRES: March28,2005 Pru lucc ,:) YYY pfp -- — '-- - _ 1_969NOTARY FL Notay Servic8 & EantGett3, Irrc. Zoning, _ t,;.,::;: _ I.u: (Initial & Uplc) (1,116,11 & i)alc) (Ilrr _LevaY•i:it�i; r_1�_,1+i•i'ia:iuN:1:i1:1�a.g,l�h,i:lA 'I j4Ad: 1411,E I V/ 411_1;1;4'j '/111 r'IIN [�1 j. 112i 1=1 in. 1,1.1 •]a: yA is IA.F=1= 11,1 13,1 7 I�gai= :1 A'•]i�;;l a� f�A_iili ll�s +li' ` 1401 LEE ROAD 7117 APPROVED cELECTRIC CO. ORLANDO, FLORIDA 32810 - of cF•lotida 4874 S. ORANGE AVE. 63-0993/631 FEN, 1 ORLANDO, FLORIDA 32806 7/l/2003 ORDER OF TO E City of Sanford $ **90.00 Ninety and 00/100*************************************************************************** DOLLARS APPROVED ELECTRIC CO. OF FLORIDA ►mil i[�<iI�Y. fq itil ii�� APPROVED ELECTRIC COMPANY OF FLORIDA 7117 City of Sanford 7/l/2003 #03-1763 109 Bristol F-orest—`>,r_ail, Presery a+ T N4 _ 45.00 1f6�64, 106 Keystone Crest Ct., Preserve at Lk M 45 00 Business Checking Permits 03-1763, 03-1764 90.00 1 CITY OF SANFORD PERMIT APPLICATION FRIPe.0 . ve d Pern Job 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 AND 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 00 Occupancy Type: XXResidential _Commercial _ Industrial Total Sq Ftg:G eS�L_ Value of Work: $ 10 W. (1O Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories:Number of Dwelling Units: 1 Parcel No,: 22-1-9-30-502-0000-©0 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES 385 DOUGLAS AVE. , STE. #2000, ALTAMONTE SPRINGS, FL 32714 407-661- 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 _ PhoneNo.: 407-774-9003 Address: P.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction . in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance :with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD'A NOTICE OF:? COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU "- INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. APR 0 9 2003APR Signature o wner/Agent Date Signature o Contractor/Agent Date 0 PAT .KNIGHT r' t Owner/Agent's N e 0 9 2003 Si ature of Notary -St to f Flonda Date h,�tBFi�` Y k �F ,� ryryuu `��QI��U� nra `. 04 31, 1 Ple�iu .fM,it�G Owner/Agent is XX sonally Known to Me or Produced ID APPLICATION APPROVED BY: PAT KNIGHT VPr' Contractor/Agent's e R 9 2003 Signature ofiNotary-St o£Elorida Date j °Y J iPl l�ri uu rrr, n .1,90 T El" "I 1ES!P g C 2004 8 nded ; hru tictaa*f (uA r n� �rdters Contractor/Agent is XX Personally Known to Me or Produced ID Date: 1-�` 9-- Special Conditions: w,....w-..,—.� ,..,m..�..., 77_77777,-n ad CITY OF SANFORD PERMIT APPLICATION Permit # :y3 :) 1 �3 Date: eO/Z — Job Address: d°�/:1vlQ Ap"W8 7 7'C , L K IMO,17et) e- Orrf-_ref rF __ Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: tM 9- Phone: Contractor Name &'Address: 1 r t L 4-%PC 6 s w Sq-' A4 �+4- pp m Q States License Number: C% d 6 Q-8 Phone & Fax: 8 9- 23J p U lam- SW L Contact Person: C Q Phone: Y 11-t — S-7GT Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perforated to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY -LNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I %%ill notify the owner of the property of the requirements of Florida Lien Law, FS 713. SignatureofOwner/Agent Date Signature of Contractor/Agent Date olw�,y, d X;rt4 Print Owner/Agent's Name Prmt Contractor Agent's Name l Signature of Notary -State of Florida Date Owner/Agent is _ Personal)% Known to Nle or Produced ID APPUCAI ION APPROVED BY: Bldg: Zoning: lnitial & Da ,.. �pecia! Conditions: -Siena2'ci� ry�St#IEFfPtF - - Date M....MISSION # D 164260 * ` November 12, 2006 N9fE of Fl�\oP EXPIRES: Bonded TAN Btl*t Notary S@N1c" Contractor/Acis _ P�rsonally Known to ate or _-7 4�9oducel :D�_ (Initial & Date) [,i'.:::ies: FD: (Initial n Date) (lii4tial & Dat: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I PARCEL DETAIL Scinincrlr f'cxlntr siv�pere�v Pwiarr VdrYil(�s 1101 li. Pirsf Sf. � Sanford ", 32771 407-665-7506 GENERAL 2003 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000- 30-502- Tax District: WATERFRONT 000 0880 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 88 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.semliiole_county_title?PARCEL=2219305020000O8801... 4/7/03 �g 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. C. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses- 9- 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 sq- ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. 5. Total Gross Area sq- ft- 0 3. Three (3) sets of completed Florida Energy Code Forms. ❑ 4. Soil analysis and/or soil compaction report. if soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept- C. Arbor permit when trees to be removed from property- Contact the Engineering Dept. for details regarding the arbor ordinance and permit- d. Seminole County Road Impact fee statement. C. Property ownership verification. f Driveway permit issued by City Engineering Department. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. if electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances - APR 0 9 20Q� Date Owncr/Agent Signatur _ CENTEX HOLES 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 Jade Caines or Nan Holmes to sign permit. applications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of occupancy, -in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOT sn/ COUNTY OF SEMINOLE The foregoing nstrument was acknowledged before me this !�P 0 9 2003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. N ARY PUBLIC ••PHV F,B(;; KIMBERLYA. BRC-'rVN My CCMNIISSi N tr DC 098590 EXPIRES: ikl Ch 2 ;, 2004 Sondra Tnru Not,1 . Public Underwriters CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centexhomes.com ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD via HAND DELIVERY 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and the basis for the issuance of Permit No. for the following work: LOT g RESERVE AT LASE MIRY 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 thb 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 eyof H�MFA > / o � c 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. Printed 1 Typ—ed Name Signai&e / 71 �9:=_ rZ.- o< ( , Printed / fp d Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (Owner) Signature PATRICK J. KNIGHT Printed / Typed Name `—'—"— Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me thiAPR 0 9 2003 day of by PATRICK J. KNIGHT as DIVISION PRESIDENT for CENTEX HOMES Elwho is personally known to me or ❑ who. produced their Florida Driver's License as identification. KiM,_R A BROWN t' DD 098590 1 EXPIRESPi a; [ arch 292004 nnae;f Thru PJot�ry Public ntier N tary Public Print Name - My Commission Expires: jThis Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE ��1• q� M ON w N, R », » -w .� N M »- N w ...« M rw , ..., MMMM MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY IRK 04779 PSG 0254 � CLERK'S # 2003061306 RECORDED 04/14/2M 990505 APO RECORDING FEES 6.06 RECORDED BY N,Nolden THE UNI3ERSIGNED 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. DescriptionofProperty: LOT UV ,PRESERVE AT LAKE MONROE Recorded i n 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) 6614089 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 specified) Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 383 DOUGLAS AVENUE SURE 2000, ALTAMONTB SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDOED BEFORE ME THIS APR 0 9 2003 BY DEBRA A RIGGS., OFFICE MANAGER CBNTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION NW4' 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEERA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH.' Cli,41,-, A NOTARY PUBLIC J 4 2003 JACKIE CAINES Notary PLiblic State of Florida My Commission FXpires Jan 21, 2004 C01"Inission # CC891727 t;tl<I MED COPI MARYANNE MORSE CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FLORN KITCHEN A SCALE- '%'=I'-O" o gg\ SPLASH S yc\ 0 F¢F. KITCHEN C SCALE- 1.!4"=I'-O' BATH E 5GALE- IM"=1'-O" INTERIOR ELEVATIONS KITCHEN B SCALE- V4'=I'-O' BATH D SCALE- I/4•=1'-0' n OPT. 5HOWER AV v4•= T MI5G_ OPTIONS OP70M AL LOCATION LOAL. PATIO (2) 256H 021/ -28) EGRESS (2) 25 A21/ -28) z•sxa•a E'DXB'8 S.G.D. "B :�. (.21/ -23) •i 5 SH o I W.I.E. c ! T 6i FIAT Z I M. BEDROOM T_6 3/4' 1 - a' FIAT _ _ _ _ _ _ _ !GREAT ROOM S I R�5 a FLAT 6 V R _k 0 7cx58 9 ❑ N OPT. =10WSc� s-.� -O'IiDPT, .A C nl O a I /3, 22Dx6' 2 - v .r IIII t- B ! Rtw v rN a--- a�D I z (I 5 I GITGHEN — 1n�. rrNN BEDROOM 2 - I v FLAT lry N O' FLAT WS 1 B TH Win In N I w ry 0 I 20 RAN6E I Q P. — - - - — - I N s a 111 w LrI2'6.E'B L Ln N L� N 5 w P1 i 9 o -T L v DINING ' BEDROOM 3 5 "' FLAT ' VENT. 54ELF 1- •/rWiT m p L T L 9'-I 1/4"__ " o iIrv 2 x/ LIVING I ry ry Ct/ X AFT. ?PXJ4 oD i A-LL-55 .'I.ATFORM /\ B F' AT i N ry 1 !42TIH, AIR HANDLER TO HAVE tt MIN. OF 4" CLEARANCE ON Wes' 12'-4 I/4' i 'n ALL 51DES AND ENGL OSURE r 5PACE 5HALL BE MIN. 12' WIDER THAN A^-PL:::.NGE L I I 2058 ! SI GARAGE r I-----IR.5 N --- � FOYER zss•a 9' FLAT V L 6268 BI-FOLD E FLOOR PLAN 'A' - � va••=r-o• - M �d M1 9Tia.:_IURAL LLrJDD uEADER9II TO BE DQ:BLE �• 1➢tE99 - 3�DXG'B NOtED OTI-ER.L!FF-x I I 20'-0 3/4" 0 (,21/ -23) � v ENTRY N T SEE FOUNDATION PLAN FOR I I BLOCK ITT' cuor�s,a`O/c FILLED LELI_ LOCATION. J -. IB'-D' X T-D" D.H. GAR. DR. (.19/ -2.5) (.19/ -23) 16'_0" -4"' T-0- 1I 0'-0- AF F. CW Y A4100 I PARTIAL FLOOR PLAN 'B' va•=r-o' 3'DXB'8 re 20'-0 3/4• 9 (+21/ -23) ENTRYOEAMEWALSOTBE OTY.ERW!SOED.3'I/2" -111111111111 CIIORFtD5DS �B• O,L IB'-D" X T-D" D.H. GAR. ❑'.. h. AREA GALGULAT NS ('`9/ -29) PARTIAL IST FLR SF (SE-�- CANE GARAGE: �26 5F I 2'_m" I6'-m• I' 4° Y-m• 5'-4` _ ENGINEERING COVERED ENTRY: 2-7 SF TOTAL: 25SI'SF _. ^FLOOR PLAN5 • 44•=1'-O• 12'-0 3/4" (2) 25SH (•21/ -28) 12'-0 3/4" (2) 25SH (.21/ -28) IT-4 I/16" Z O Z Q 'fir. « J w OD� OO Lu Q LLI z /1 Y l LL iIH W': eY J Eg e� Q00 rn dgK 04 Se I 's _I€ LUG 0 r fit at£ revisions: ck!d by: aww a e: Ot-22-Ot beet: A2 of_ NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS !TRUSS -TO -TRUSS CONNECTORS ROOF TRUSS ANGI-IOR.4C�E: NOTE: U USE (1) TYPE "C' (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (UNOJ 2) USE (1) TYPE "A" (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U)ILO-) 3) USE EWW26-N (OR INTERCHANGEABLE TIEFOR ALL JOIST HANGER CONNECTIONS (UNO) 4) USE (3) Ibd OR (3) J31 x 3 1/4' PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER (T4W 5) GABLE TRUSSES RE@11RE (U TYPE 'A' OR (1) TYPE "C" STRAP AT 48" O/C FROM CENTER OF TRUSS. SEE POST STRAF1-WG ON Ibt AND 2nd FLR PLANS PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR HAND NAIL DESIGNATIONS' NAIL VALUES: BASED CH NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 82c - NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES" NAIL - SHEAR VALUE (Ibn.) 8d 103• ION 125" 16d 14S- 0 ROOF TRUSS LAYOUT 'B' & 'G' 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 SPACING: 24" O.C. TC DEAD: 7 psf BC LIVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf DRAWN BY: KSB TOTAL: 37 psf DUR FAC: 1.25 0 0 O 0 g� m a SCALE: KTS. LSTA-30 "D" STRAP o� F-410) TAF'CONS (TYPJ HALF COLUMN DETAIL ROOF PITCH 12 51� r---n�-n—n--tt--ter--n--n- FRONT ELEVATION 'G' �2� ak in STUCCO DETAIL 5GORED BANDS HALF COLUMN DETAIL CAME ENGINEERING t � n wwn�rt�v.wx n m» aA mo e Q m J 1/8• STUCCO ON LATH • a SEE oeriaL WOOD STUD EXTERIOR WALLS (TYP) a o o z n ® m �, "y m c I E Q ❑ ❑ TEXTUED ON Cf 13 E • CONCRETETE BLOCK EXT. WALLS (TYP) C uoi a�'o O N a 6" sTlxco BAND (TYPJ .j to p ^ m O w oc � 0'-0" FFE. N o CORAL FINISH DECORATIVE SHUTTERS SCALE: 1/4" . I'-0" RIGHT SIDE ELEVATION SCALE: 1/8" " F-0• 0 0 OFF RIDGE VENT CEMENT TEXTURED �- Lx--o 11 H FINISH (TYR) LEFT SIDE ELEVATION SCALE: V8" . 1'_0" ROOF PITCH / U OFF RIDGE VENT COMPOSITE SHINGLES 5� REAR ELEVATION CEMENT ❑ ❑ = TEXTURED ap FINISH (TYPJ SCALE: 1/4' . I'-0' SHINGLES 8"Olio GABLES(TYPJ U� Z 00 Q J w Cn "J (n W w ~ u- o w0 6� U- H w g J SI 0 y N It T— w P� o Cb�r ab revaian: br. designed by nl drawn by: dnrvv desgn checked W. a date: 01-22-01 sheet A3-C Of. PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 88, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA F— IMPERVIOUS CALCULATIONS (LOT ONLY) O N W w LOT 88 CONTAINS 6250 SQUARE FEET t (LOT ONLY) SQUARE FOOTAGE (UP TO CURB) LOT 88 UP TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 2352 SQUARE FEET t THIS STRUCTURE CONTAINS 2352 SOUARE FEET t TOTAL CONCRETE 491 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 3362 S0. FT. t CONCRETE 824 SO, FT. t INCLUDING (SIDEWALK/APRON) PERCENT OF CONCRETE & STRUCTURE TO LOT 46 % t TOTAL SOD 3176 SO. FT. t I v -- W Z O BRISTOL FOREST TRAIL }- 50' RIGHT-OF-WAY W PI N89'S8'19"E 335.42' _ CENTERLINE OFT 257-73 —i— 235.00' RIGHT-OF-WAY PROPOSED N89'58'19"E �o< INLET ..... .. .. j0*- \U/ 5U. UU i z I 10 UTIUT ,EASEMENT - I I I N I I I I I I I I _..."•.DRIVE."' I 5.0' 13.3 21.3 5.4 z w w a w PROPOSED w 1928 FINISHED FLOOR ELEVATION=13.70 o 0 0 LOT 87 ° o o� O 1ri ? — p N w 40.0' O a Z < 5.0' 40.0' I qli� ,U\ LOT 88 j 6,250 SO.FT.t 1 DRAINAGE TYPE A "I Li o LOT 89 o `t p Ln a pN z O— a p o (n 1" = 30' GRAPHIC SCALE 0 15 30 5.0' FLOOR SLAB ELEVATION MUST BE 16 QF ADJACENT FL ^, OTHERWISE hrrr -,OV UNLESS ED BUILDING SETBACKS S89'58'19"W 50.00'- FRONT: 25' REAR: 20' (UNPLATTED PER THIS PLAT) SIDE: 5' LEGEND CORNER: 15' BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH — . — . — . — POB POINT ON BOUNDARY — CENTERLINE PCC POINT OF COMPOUND CURVATURE — — RIGHT OF WAY LINE POC POINT ON CURVE PREPARED FOR: x PROPOSED ELEVATION OR PD OFFICIAL RECORD PLANNED DEVELOPMENT CENTER HOMES PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH 1. ELEVATIONS SHOWN ARE PER LOT GRADING O CONCRETE C.B. DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC PI DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION LS LAND SURVEYOR PRC DENOTES POINT OF REVERSE CURVATURE FIRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PCP PERMANENT CONTROL POINT TYP TYPICAL ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (P) PER PLAT A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) MEASURED COW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION. FND FOUND WALK RP Cs RADIUS POINT CONCRETE SLAB ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA 5%W SIDEWALK C CHORD LENGTH FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES CP CONCRETE PAD S FT, NATURE FEET ONLY. PB PLAT BOOK NG NATURAL GRADE THIS IS NOT A SURVEY R RADIUS R/W RIGHT-OF-WAY THIS IS A PLOT PLAN ONLY PGS PAGES 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 88 BEING N 89'58'19" E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM39702 DRAWN BY: PLOT PLAN 04-01-03 CKB AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426- 79 79 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, . RESTPICTIONS OF RECORD WHICH MAY AFFECT 1HE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID VATHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA, LICENSED SURVEYOR AND MAPPER. 4 - 4-d3 Y 1 — YIIA / 1 I /1FR TO AE LLIAM R. MU jtATELL'0 JR. PSM#4928 DA REVISIONS PERMIT Jl ADDRESS DATE_ CONTRACTOR CENTEX HOMES / PAIRICK J. KNIGHT PH # 407-661-2176 E-AX ff 407-661-4089 DESCPRITION OF REVISION: ADD PLUMBING RISER DIAGRAM TO PLANS. UTILITIES FIRE E3LDG� _ �---- - i 2" V.T.R. 2" W.M. �0 311 2" 2" V.T.R. SN LAv 1 1/2" 311 311 311 2" TUB 2" V.T.R. II/2" II/2" LAV LAv 2" LG 3 311 2" TUB 2° 3„ COMB. Ll+v 211 3„ K.S. N.T.S. T W 0 F6RM E0OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR R11I1 DIMr-. r..OM-RTRI 1f'_TIMI Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 LMR D FX Builder: CENTEX HOMES Address: /09 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 1 _ 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 ft' _ 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 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 ftZ _ EF: 0.86 _ b. Frame, Wood, Adjacent R=I 1.0, 278.0 ft' _ b_ N/A _ c. N/A _ d. N/A _ c_ Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a_ Under Attic R=19.0, 1964.0 ftZ _ 15_ HVAC credits PT; _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, U _ Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup_ R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 27478 PAS S Glass/Floor Area: 0.11 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: I/ 3 0 2003 hereby certify that this building, as desi ned, is in compliance with the Florida Energ de. OWNER/AGENT: DATE: AFR 3 0 2003 Review of the plans and T$E sr ATF specifications covered by this o4 = calculation indicates compliance with the Florida Energy Code. Before construction is completed a d this building will be inspected for `; e compliance with Section 553.908 Florida Statutes. coD WE L BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM f 00A-2001 t. A > SUMMER CALCULATIONS s� Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .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 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v32 FORM 16.00A-2001 x : , SUMMER CALCULATIONS 4� 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 1 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGaugelm DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 FORM f 0OA-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 4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 It . WINTER CALCULATIONSA, Residential Whole Building Performance Method A - Details VX 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 4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB Q.2 FORM, 60OA-2001 1lVATER 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 1 13085 3899 10495 27478 PASS �y04 THE S1qY?1 C4 C7 � a ��C ` 6b w-Ei� EnergyGauge"" DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.12.2 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 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-22 OTIdFR PRFS(_RIPTIVF MPASI IPPR /mncf ha maf nr avraarlarl h%i nil rnc;rinnrnc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. 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. 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 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 fi= c. N/A 7. Glass area & type — a. Clear - single pane 210.0 ft' _ 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 ft, — 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. NIA c. N/A 14. Hot water systems 9. Wall types — a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 1058-0 W _ EF: 0.86 — b. Frame, Wood, Adjacent R=11.0, 278.0 W _ b. N/A c. N/A d. N/A _ c_ Conservation credits _ e. N/A (HR-Heat recovery, Solar 10_ Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1964.0 W — 15. HVAC credits PT, — b. N/A — (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, IL _ 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) D�� ST9TF in this home before final inspection. Otherwise, a new EPL Display Card will be completed ti based on installed Code compliant features. APR 3 0 2003 e Builder Signature: Date: a Address of New Home: /0-/ BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 *NOTE_ The home's estimated energy performance score is only available through the FLARES computer program_ This is not a Building Energy Rating_ If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), , your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters_ For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824_ EnergyGauge® (Version: FLRCSB v32) VJJ/ Go/ CVJVJJ�Y 1L7 -- G1 UtL H 1 K --), 4U(bb1408t J NO. 347 �P014� RIGHT-.J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 W-D"2 log commmcE STREET LAKE UARY FL 32746-62M Pha'+e (407) 831 2665 gi d0tv -REM For CENTEX HOMES Notes: �4 pesi'gn lnformatlon,!- Weather_ Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grilb Heating Summary Building heat loss 32751 Btuh Ventilation air 0 cfm Ventilation air loss 0 Stuh Design heat load 32751 Btuh WIT111MR. =. Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (fF) 1928 1928 Volume (fe) 15424 15424 Air changes/hour 0.80 0-40 Equiv- AVF (dm) 206 103 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.7 HSPF 0 Btuh @ 47°F 0 OF 1200 cfm 0.037 cfnVBtuh Sensible Cooling Equipment Load Sizing Structure 24036 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0.98 Total sens. equip- load 24525 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3032 Btuh Total latent equip- load 5887 Btuh Total equipment load 30412 stuh Req. total capacity at 0.70% SHR 2.9 ton Cooling Equipment Summary Make TRANE Trade Efficiency 12.1 EER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual cooling fan 1200 drn Cooling air flow factor 0.050 dm1Btuh Load sensible heat ratio 81 % eoudrmrc values havebeen n amrallyoveMddm Printout oertified by ACCA to meet all requirements of Manual J 7th Ed. A WC"tgl"ItSOft ;bgM-SIB-&Res W-5S.06RSR26013 2003-Mar-260911-M E,Fi1eslCenb.200Z1928Ue2 — Page I 19--V Gb/ c Ykf"_3 �IU; G1 LLL H1K y 4YJ (bb14YJt37 _ NU. _ 4 f &UIZ) RIGHTED CALCULATION PROCEDURES A, B, C. D Entire House DEL AIR HEATING,AIR CONDITIONiNGA Job:1928 09-0642 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone.. (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1 _ Winter infiltration AVF 0.80 ach x 15424 fV x 0.0167 = 206 din 2, Winter infiltration load 1.1 x206 din x 32 OF Winter TD = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh / 248 W Total window = 29.2 Btuh/W and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15424 ff x 0.0167 = 103 cfm 2. Summer infiltration load 1,1 x 103 elm x 18 OF Summer TD = 2036 Btuh 3_ Summer infiltration HTM 2036 Btuh / 248 if Total window = 8.2 Btuh/fF and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff. x 103 rim = 3032 Btuh erocedure u - tquipment 5¢Ing LoaUS 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent x 18 OF SummerTD = 990 Btuh Sensible bad for structure (Line 19) + 24036 Btuh Sum of ventilation and structure loads .25026 Btuh Rating and temperature swing multiplier x Equipment load = 0.98 24525 Btuh sizing -sensible 2. Latent sizing load Latent ventilation load 0.68 x 50 din vent. x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3032 Btuh Equipment sizing load - latent = 5887 Btuh `Construction Quality is. a No. of Fireplaces is: 0 BaM W2bC Woes nave bean mamraMMy overfsesen Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ wngl rtspft . Rk tSuBe Resrdential" 5SA6RSR26013 2003Mer-2609:11.W /�.1\ EiFlleslCermex 2002U928119281ar Page 1 13-k/ 401 evjVJ3 1vJ: Gl LtL H1 K "i 41Drbb140b'J NU. 34Y t001b RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09 06 a2 e 109 COMMERCE STREET, LAKE MARY. FL 32748.6206 Phone: (407) 831-2665 1 MANUAL J. 7th Ed. Name of room Entire House FOYWIDIN BR4 YJT 2 Length of eMmsod waD 198.0 tt 42.0 ft 30.0 It 111.0 It 3 Room d'unensions 19.0 x 20.0 ft 13.0 x 14.0 R 19.0 x 11.0 ft 4 Ceiln9s Condit Option 8.0 ft heat/cool d 8.0 ft I heat/ccol SA ft heav000l 8.0 ft heatlaml TYPE OF HTM Area Load (Btuh) Area Load (Btuh) Area Load (Built) Area Load (Blob) EXPOSURE I Col Htg I Clg (q Ntg Cig M Htg I Cig (f Htg C19 (111�) 9 Cig 5 Gross a 14B 4.6 2.1 1288 "" "" 208 "*" "" 240 "^ "" Be .... D 12C 2.9 1.9 0 "" "" 0 '""* "" 0 " " •_•_ 0 """. walls amid c 13C 32 12 290 "" "" 128 "' "" 0 ""' "" 0 partitions d 0.0 0.0 0 0 0 "'" "' 0 0 ,.. e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 - - 0 ..-. - 0 .... 0 Windows and a 1C 37.0 170 6283 - 32 1183 - 32 1183 - 10 370 glass doors b BC 37.0 40 1473 - 0 0 " " 0 0 "" 0 0 Heating a 9C 38.7 » 0 0 ""' D 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 D 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 NEINW 39.4 ' D4 - 2522 0 - 0 32 "'' 1201 0 "" 0 Cooling E/W 0.0 0 "" 0 0- "" 0 0 "" "" 0 0 0 8 "" "'" 0 374 SFJSW 47.4 128 "" 5M 28 1326 0 South 0.0 0 "" 0 0 "" 0 0 '" "' """" 0 0 "'" 0 0 Hoe 0.0 0 "" 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 20 294 199 20 294 199 0 0 0 0 0 0 ., 10D 14.7 9.9 18 285 179 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 D 9 Net a 14B 4.6 Z.1 1058 4875 2179 1$0 719 321 208 958 42a 78 359 161 exposed b 12C 2.9 1.0 0 0 0 0 0 0 0 0 0 0 0 0 walls and a 13C 3.2 1.2 278 876 $25 128 403 150 0 0 0 0 0 0 partitons 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 1613 1.7 22 1964 =1 4372 428 720 953 1821 309 405 209 354 465 b 0.0 0.0 0 0 0 0 0 0 0 0 D D 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 D.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 198 5132 0 42 1089 0 30 778 0 11 295 0 (NoW room b 19G 1.1 0.0 0 0 0 0 0 0 D 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is &pt. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 ftpors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infdbafron a 1 29.2 .8.2 248 7239 2= 52 1518 427 32 034 263 10 292 82 13 SubtDtW - 29774 """" "" 5932 "" "*" 4162 - "" 1661 Less external heating - 0 "" 0 ' 0 _ Lass transfer - 0 0 '" "" 0 �„� .�. 0 Heating redistribution '-'- 0 ...• •.» 0 • " ` •.•. 0 •••• ,..• D .... 14 Duct Ions 10 2977 - i a *Y1 593 - 10 416 - I 06A 1% 15 Total loss = 13+14 "" 32751 - "" 6525 " "" 4578 - '""" 1827 16 InL gains. People ® 300 6 - 1800 1 - 300 0 '^' 0 0 �... 0 Ay `�1200 2- 1800 0- 0 0 ""' 0 1 1200 17 Subtot RSH gain-? 8. i2.16 �"' - 218$1 '" - 37W "" 2357 "" '"'" 2325 Less external 000iing "" 0 "" "" 0 0,' D Less transfer ""' "" 0 "" "" 0 _,,, ,,,, 0 0 Coding red"rsyrbution .... .. 0 0 .... »» 0 +.-- »» 0 18 Dud gain 100 - 2195 10 - 376 10° 236 10 233 19 Total itgain=(17+18)'PEF 1.00 "'"' 24036 1.00 "" 4133 1.00 2593 1.� 2� 20 Air required (c1m) "" 12D0 12DO 239 206 """" 168 129 - eT 128 Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ vvt-rig B �1tsOf� Right-Suft RG TM 5_SA6 RSR26013 2003~26 W.11:06 -G� FVll.MC.A.200A192611928.1sr Paget - W/2b/Zm_5 10:21 1 VLL H1K -3� 41ff(bbl4UBt 3 p tit.S4'( 1 UIY RIGHT-J WORKSHEET Entire House ` DEL AIR HEATING,AIR CONDITIONING,R soa:ls2s 09 os o2 109 COMMERCE STREET. LAKE MARY, FL 32746 8208 Phone: t407) 831-2665 MANUAL J: 7th Ed- 1 Name of room GREAT RM WIC MBR 8TH1 2 j4 Length of exposed wal 34.0 R OAR 35-0 R 0.0 ft 3 Room drmertsronS 19.0 x 16-0 ft 8.0 x 9.0 ft 15.0 x 14.0 R 6.0 x 11.0 ft Ceiings Condit. Option 8.0 R hsavcool 8.0 ftj heaUcool 8.0 it heaticool 8,0 ft heaticool TYPE OF CS HTM Area Load (Bprh) Area Load (Btlrtr) Area Load (Btutr) Area Load (Bb4r) EXPOSURE No- Htg Cig (lit') Htg Cig {Rh Htg cig (IY) Htg C19 (fY) clg 5 Dross a 14B 4.6 2.1 272 "" '"" 0 �"� Exposed b 12C 2.9 1.9 0 0 "" ^"` D "" '«` 0 walls and c 13c 3.2 12 0 "" ""* 0 ""' 0 "" """ 0 Partitions a 0.0 0.0 0 "'" "" D= "" 0 '""' 0 .. ""• e 0.0 0.0 0 "'" "" D - 0 .... " • 0 "." f 0.0 0.0 0 """ "" 0 - - 0 .""" "' 0 «.. 5 Wlndowsand a 1C 37.0 - 32 1183 - 0 0 "" 32 1183 "' D 0 glass doom b 8C 37.0 40 1478 '"" 0 0 "" 0 0 0 0 Heating c 9C 38.7 0 0- 0 0 ""' 0 0 """ 0 0 d 1c 37.0 0 0 0 0 "' 0 D 0 0 e 71. 20.8 0 0 "^ 0 0 '""' 0 0 "" 0 0 If 0.0 0 0 "'" 0 0 '"'" 0 0 "" 0 0 7 Windows and North 20.4 8 - 156 D "'"' 0 4 "" 82 1) "" 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 S51M 47.4 64 "" 3051 0 "" 0 28 '""' 1326 0 « " 0 South 0.0 0 "" 0 0 "" 0 0 "" 0 0 0 Herz 0.0 0 "' 0 0 "'" 0 0 0 0 "" 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 D 0 0 D a 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 D 0 .0 0 0 0 0.0 0.0 0 o D o D o 0 0 0 0 0 0 9 Net a 14B 4,6 2.1 200 922 412 0 D 0 248 1143 511 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 D 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 D 0 0 0 0 0 s 0.0 0.0 0 0 0 0 0 0 0 0 D 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 D 0 0 0 10 Ceilings a 16D 1.7 2.2 304 516 677 72 122 160 210 356 467 66 112 147 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 D 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 D 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 I 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 35 907 D 0 0 0 (Note' room b 19G 1.1 0.0 0 0 0 0 0 0 0 D 0 0 0 0 perimeter c 0,0 0.0 0 0 0 D 0 0 0 0 0 0 0 0 is cLspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a OA 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 D 0 0 0 0 0 0 12 Infiltration a 1 29.2 82 72 2102 591 0 0 0 32 934 2631 0 0 0 13 Subtotal bsa=6+8 .+11+12 '""" 7081 - ""' 122 "" "" 4523 - ""' 112 Less mdemal heating "" 0 ""'" *" 0 "" "'" 0 ""' "" 0 Less transfer "" D -"'* ""-- 0 .... .«. 0 .... .. 0 "... Heating re4iistribudon "" 0 '""" ""' 9 ""' '""" 0 "'" 0 14 Dud loss 19 706 "" 10 J, 12 - 10 °/ 452 ""' 10° 11 151 Total loss =13.14 ""' 7789 "" - 134 - "" 4975 «" "' 123 16 lnt gams_ People 300 4 - 1200 0 - 0 1 - 300 0 Appl. g 1200 0- 0 0- 0 D "" 0 0 "" D 17 SubtDt RSH gain=7.8_+12+16 "" "" 6WG - - 160 "" "" 2949 147 Less ememalOpoling "^^" «" 0 "" """ 0 "^ "" 0 0 Less transfer ""` "'" 0 "" " "' 0 "" �""" 0 ... 0 Cooling redistribution ^*. .^. p .... ..-- 0 ..» 0 ..» .... 0 18 19 Drrdgrain Total RSH gain=(17-t8)'PLF 10 1.00 "" '""' 609 6695 ION- 1.D0 - 18 176 10"/ 1.00 "" - 295 32" 10 1.00 - - 15 168 20 Air requited (qM) 285 334 - - 5 a "" 182 162 _L S 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. we-ag}•tsoft Mgl*SuueRedderr8al"'5.5.06RSR26013 2003-Mar-26001.11.0$ / � EiFileslCent®c200211928It928nr page v i� Goy LererJ e lYJ: GlyLL H1K --J1 410 (bbl40b'J NU, 3T 1;018 RIGHT-J WORKSHI=ET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job.1929 09-0"2 109 COMMERCE STREET. LAKE MARY. FL 3274"2DB Phmw- (407) 831-260 J: 7th Ed 1 Name of room BR4 BTH2 BR3 LNDRY 2 j4MANUAL Length of exposed wall 13-0 It 0.0 ft 25.0 It7.0 R 3 Room dmensions 15.0 x 13.0 1 B.0 X 8.0 ft 15.0 X 12.0 ft 7.0 x 10.0 It Ceiings Condit Option 8.0 ft heatfcool 8.0 ft heatltool 8.0 R heat/coot 8.0 (tj heaftol TYPE OF HTM Area Load (Bwh) Area Load (Bwh) Area Load (Btuh) Area toad (Btuh) EXPOSURE 1210Htg I C19 W) Htg C19 M HtgI Clg (ft') 9 C19 ( CIg 5 Gross a 14B 4,0 2.1 104 - 0 "^ "" 98 '"' "'� 0 Eased b 12C 2.9 1,9 0 - "" 0 """ "" o "'"" .... 0 .... .... walls and c 13C 32 1.2 0 - "" 0 "" "" 112 ""' "" 55 partitions d 0.0 o.D 0 - "~ 0 "'' 0 •^- 0 .�» f 0.0 0.0 0 - "" o "" "" 0 ." "" 0 6 Windows and a 1C 37.0 16 591 - 0 0 "" 16 591 '"'" 0 0 glass doors b 8C 37.0 0 0- 0 0 0 0 "" 0 c, Heating C 9C 38.7 " 0 0- 0 0 "" 0 0 0 0 d 1C 37.0 - 0 0- 0 0 "'" 0 0 "" 0 0 e 7L 20_a 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 0- 0 0- 0 0 0 0 0 glass doors NEMW 39.4 16 - 630 0 - 0 16 "" 830 0 "'" 0 Cooling EJW 0.0 0- 0 0 """' 0 0 '""" 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 OA 0- 0 0 "" 0 0 "" 0 0 "" 0 8 Other doom a 10D 14,7 9.0 0 0 0 0 0 0 0 0 0 0 0 0 b IUD 14.7 9.9 0 0 0 0 0 0 0 0 0 18 265 179 c o,0 0.0 0 D o 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 0 0 0 80 W9 165 0 0 0 exposed b 12C 29 1.9 0 0 0 0 0 D 0 0 0 0 0 0 watts and c 13C 32 12 0 0 0 0 0 0 112 353 131 38 120 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 0.0O 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Cei8ros a 16D 1.7 2.2 195 331 434 48 81 107 180 305 401 70 119 156 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 01 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 o D o 0 0 e 0.0 D_0 0 0 0 0 0 0 0 0 0 0 o D f 0.0 0.0 0 0 0 0 0 D 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 0 0 0 26 974 0 7 181 0 (Note room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter a 0.0 0.0 0 0 0 0 0 0 0 D 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 f-) f 0.0 0.0 0 0 0 0 0 01 0 0 0 0 0 0 12 Infiltration a 1 29-21 82 10 467 1311 0 0 0 161 467 131 18 $25 148 13 Subtotal bss=G+8_+11+12 - 2132 - "" 81 '""' "" 2759 - ""'" 1210 Lear fdemalheating - 0 - "" 0 '"" "" 0 `"" "" 0 Less transfer _... 0 - .... 0 .... r-r. 0 .... .,,: 0 .... Heating Wiistnbudon -'-- 0 ---- »» 0 ..._ _... 0 • ,, •.» 0 •"•• 14 Dtlttloss 10 213 - 10 8 "" 10*/, 276 - 101A 121 isl Total loss =13+14 - 2345 - - 0 "" - 30M - """" 1331 16 bit gauss: People a 300 0 --'- 0 0"" 0 0 '-- 0 0 "" 0 Appl, ® 1200 0 "" 0 0 '"' 0 0 """ 0 1 " "' 600 17 Subtot RSH gainer+8 +12+16 '"" "" 13T7 - "" 107 - "" 1458 " " "" 1127 Less a tternal tooting •••. «« 0 - •••• 0 .•.• •••• 0 »• .... 0 Less Vansfer "" 0 "'. "" 0 "" "" 0 "" 0 Cmftredistfibution - ..... 0 «.. ... D «.. .... 0 «.. .... 0 18 Duct yarn 10" "" 138 10 - 11 10 - 148 10 "" 113 19 Total RSH gain=(17+18)'PLF 1-00 "" 1515 1.00 118 1.00 - 1604 1.00 ""' 1240 20 Air regtdred (ckn) "• 86 76 "" 3 B - 111 80 - 49 62 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W r-eg htso Right-SwM Restiet"' S_5 06 R513 200&4&th250T11:08 AC0, r:,v9sACer tex 20021192811928jV Page 3 c..�• cv. �w� i W. Gl LGL ry l rt - Y*U r 00.L fu(D7 IYU. JY f 1YG17-R RIGHT) WINDOW DATA 1 DEL AIR HEATING,AIR CONDITIONING,R Job:1928 09-06-02 1a9 COMMERCE STREET, LAKE MARY, FL 32746.42a6 Phones (407) 831-2665 W S D W G L S S O N A S O O W C W S N K 1 A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOYILIVIDIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 BR4 a n nw a c n 0 d 1 1 00 1.0 1.0 4.5 5.0 39.4 32.0 0.0 KIT a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47A 10.0 2.1 GREAT RM a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47A 32.0 4.0 b n se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 40.0 3.6 WIC MBR a n se a c n 0 d 1 1 90 1.0 1.0 to 5.0 47.4 32.0 4.0 BTH1 BR2 a n ne a c n 0 d 1 1 94 1.0 1.0 1.0 5.0 39A 16.0 0.0 BTH2 BR3 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5-0 39.4 16.0 0.0 LNDRY „ W rng htsoft w tt-Su e R a►7055.08 RSP250t3 2003o# 26 0"I;M ACCK E cerf"200211028%lMrst , vi4 N>�`1 l J- I IJ j: e . n _ e- Ell I�I �ll L B 4. ci LO o A Q O 0 CV om m 2 1 1 REVISIONS ); I D OTY (U WAS (2) FOR TRACK "'�---20 G W. [No SnLCS ATTJCNco TO MOOR WIN WITH PATENTED TOO-L-= dVtT[N (TOP, EOTroY Y CENTE4 rAsr[NCvm D rQ woa0 wu wTH 3) i/11 X1-d/E,W000 W ECRCA'S. LISTED.... AVA4JELE AS AN OPIgN wEW 'C• N MHT OKV. SiCCL TRACK, _' - ,L. WN. IRACR T1YCN11CSEI .000' •-`OCK POSRN}X ® �:.•. TY/. 1-1/21.12 OL GLV. MM TFI MAOKET, BOrN SINES (4) TWA aurxm ► A =C. rw Polar tocxwe ~ 121R 10P ENCXR REPORT#9606C"°"`°""` )' . 20 GL U-aQM DD ,Bi• •rr tow HrAramu orKw U-BAPS M A 2-I-1+1 fl PATTU (I.L T-0 U-EAA ON soT10 SECTION. O'CH.. CTC)� MAYr I l..e/!' SNaTa w[TK lCPdf RIOM+L Vtrni ►— A OPTKK4. OUTSIDE KC= LOCK POSITION o { WAX, DOOM WIDTH - 1{•-O' 1 1'.J 4�� nNAT1ONa 1� A rwo wHu� 19-,O•N IurrRuseurr Nwrr 1w�• ,16CEL'L N01 1 FRONT FRAME wM U.V. 1 J ON 19 1 0.0. UM, 000R! VP f0 7'-0' NION CONSIST a Sl) SLCTWNS (JNOWH . (SU P[Ou1+ID. W srma WY u OOURprSUNN OOORE OVN 7'-0' XION CONSIST Of (e SC ON3 (NOT N), CGTINO ON Our4ae tuwAct (HJr NOT REOWEO) TO PROVIDE A PAM WOUI STOP " Uw,O BY . 1 MSEKILR RG SUIT) WXC. HOR120NTAL YYM 00 NOT TRAIdM LCAO. 2.0 YELLOW PaIC Jw1E 10 Qti WN. O1LV, ]fCtl, CNO ST1lL THICK SSE CLALS OR 10 OA CJLV. JIOl kfrT2l. SIKC 23 CA. WE. Srm IKlrl CGTSO WITH 0-10 ND1. CALVANI[INO, O.W[0.4N PRWCJI, AND A EAXEO-ON POLYLffCR TOP CGT APPu[O TO EOM S*CS Of mEL SKIN. SNIP LAP JOINI J' TALL U-UA 20 " GAILY. STEEL WIN. TCRA STRENGTH: 00 1•T/e• If'� T StCTION A- (Rln 3Mir ly O{{/r/nON+l SSE OL4U OR (SEC ACCCANU0CN Ult3 AVNUOL[ ►- A p INTWWCOurz STY,CS rOn Ir woC DOOM. Aa[poC Toe � ��W nor) REV, N 1 , 11 / 1 11 % -"-Y E 17=11 1 1 r1w7l I/E ACRNC LIM y ( SAWi�fl cfn�H R-R - I CA, CN,V STLC }0"0 o muum Atv.1. fo ACU JN+E� /40l1• PAN MFAO R Mr ����' Y wTX ONL S/Tr,l.3/S• lA0 scREw (10 fCREW3 ru UTq e>, S i ii CNiCRf (C-aO POl TRACJE EMCKCT. a 2+ cENnla (2.000 PL w. coNCPETq OR T/I{ To, aoulo PUS IN SNA➢ LATCH CNGOES P41 . COHCRtTC) SI E+LLUOED Wi�E,iS (2,000 MSRN(A (ONE PU ROLL[A) MST IV. IN rwNflC GLV. STE" TOP ONTO VERnC.4 TMCX 4� moom, 1. 0.0. HIM. WASMCR Rewm 2' GLV. STEEL TWX FAlrCNED TO ,. OU O,�V NMpES �� T y0 �( ) ROLLER iliACKET. G'L11 ONE SHAP LAfCN ON WrM TAPCONS. N+CNORS uAY BE COWERSUNK 12 u GLV. STM TPACM R%4CWS. fASILNCR i0 N W/(1) /1 SMCii AL M1LM'S. ERACKCr ATTACHE. w/(q 'HIM VG1 SIG[ 0/ 000R. (bur NOr RIOWP[n) To rPOVlot A FLU TkA A7TACNFD ro fIGN ENOri I,Is/q S wCTAL�I3C r! !MO ++II.d/d• SHEET YCr uOUNnrM3 aURI2 NaR12oNT/a. UbAB4 0o "Of wrtN aNt 1/1'SS/E BOLT t NUT (/) 1 1 e2 1 Sa! r SCACM7 rG CND NNoc iCREYYI. MANV l LOW. OR Two 1/4' OK NNETS. OUTSIDE NEYCO /' la QA CALV. 9TCEL IUf10lC� CND (STILE u 2' DK y1011f•STW, 10 EVL SIRE ROUdN. / CND NINOL GCJI STU P r YARN WGSTOV 444 P,[. /ASRNCO f0 KICIL PRIEPAILOOk ev.eu=R_ sY eTHj,� •,�(n10N e.e IIGNIDA P.C. (MN{ 1 T5 3LCCX WA I) WSIOE HANDLES NORM CMOWM P.S, j170.T2 SNECT AL CRLM7 TAPwa SCNEWE, kg, 1A6f Pnnw Xp IN TNt otacN a nt wPPOrrwc srRucruRa aa+tM1 OE31CN LOADS: +24.0 PIS F dt -24.5 PSF aunloc EACH SIDE c nE RcsRansmnm a THE PRorsaaKxw or TEST LOADS; +38,0 PSF dE -37.0 PSF 1E NwOIE OF 000RECORD EMIT THE BUK,DYMI OR SrR11CTUK ANO w ACCORONrCC 20 CA CALV. STEEL U-6WS EMO SLIDE BOLL wIM MURAEM Eu11AIA OOOEE ION ME LOADi USrW ON DUPna aww.» .s grwm N ,uAr R1 A 2-,-3-, PArTERN (I,C. Two U-W1! SUE L= 0414" MS ONAw010, NO WW A KIM VA PART NO.: ON BOTTOW f[CigN, ONE U-!AN ON N[M INTO VERT^,AL MOMS; VnWee SbW4 ONenlee 312 TIaNu1 SL $li(1 I{00 SECTION CTC.. [A� U-EAN 5CRIC CO Locx N IDEAL D wM I/.•14 O XV TUZ SGcwS LOcx a c.�N'^'r«/A N•'"•'I•�' CinClnnoU ON 43202 PFA C LOG1fON. 03 oOwe d r,,. "Nr�mucrs w. TOLERANCES .r. T0. Ko. 1-10-,�I-Iaoo - —4 n.1w w nrr nK. yds�00yrf, f{f No. I-51}T{2-}SI9 TPM >qI,N,, ,INAWIM �•vpp��ya��,. / .1EHw1 m wwr romnl IaOw W '00 *•01S DESCRIPTION: MODEL 8R5T W4 18-0 K 8-0: 24/-24,5 DESIGN LOAC 000 . #.DOS -IO OA GLV. MEL 00TY04 & Mcr. OAeEIb M �+Y eem>o.. ane 0000 *,001 ORAWN BY: 8MM DATE: 4/18/00 SCALE: NTS OWG, D ATTAMNED wM (1) IIMi/e• rw WCr SCRM3. / /J E> . %, w« 1wIw1 I"ua"'". OeOOz . # I/2' D AwwKUN CArN (2H CHECKED BY: Mww DATE: 4/18/00 SHEET I OF ) SIZE a Third Uo9niP wrRl wrA(N[VIST".ProeC1 - UnWe EIel10 OtR.Me, REV, N0. 1 1 DINCHs10NS ARC w DICNES, DWG, NO.: 102138 C A b(Qp D SI .NA710N: Themm-T u In -Swing Door Wood %rornes System - ,r)FgIGN PRESSURE RATING: 3 MAX 18' O.C. Single Positive. 67.0 PSF Negative 67.0 F�SF MAXIMUM OVERAII NOMINAI cl r� Single up to S'4 x 8'0 w/wo sides'.•! Double up to 8'4 x 8'0 w/wo sidoWes .' .a •. Single with Sidelites Positive 47.0 PSF Negative 47.0 PSF I Ic.RI c r'ONFlGIIRATCAL,* X, OX, X0, OXO, Xx. OXXO - Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF rFFNFRAI OES.R�NThe head and side Jambs are Rngerioint pine measuring a min. 4-9/16' with a :/2' rabbeted stop. G �. ,y ,',• 3/16" TAPCON MAX 18' O.C.4�. 'DRWALL TYPE ANCHOR 3' TAPCON : � `'•, TYPE ANCHOR t/2' DRneALIWsONRY L11 • .. UASONRY UMfL I a 2 FARMMG2X Bl1CJC diX BUCK, ldg81R1 J/16^ / e r 2-1/2' / • �t [i+ (See rat\ 2) e I PFH W3 J A 99g ,. CONCRETE .. �u rEYO JAwe o MASONRY BLOCX NERD JANB 1I1 2Y sue- 9UCX 1: •'• .y ;.�. , TO 1X SUB -BUCK ED n _ p� to � � • •� t/2' DRYWALL i •• H 'y • IX DUCK •��.. ' u 3/16' TAPCON 1 r 2 FlRRA3 1/2' Otrrw'ALL TYPE ANCHOR ..'+ 2X NICK t 1 x 2 FlRR04 , >:' RIB.. "ti �..:.. ELCO TAPCON Of' FOWL (233 L8. SHFi1R RATING) J/10- TAPCON (see rab 2)V11 `• 2-112* r r •� 1 iXiXTMOR } y'• t J/16' TAPCON '•• - -.' .3 MAX. la 1-1/4' MIN. TYPE ANCHOR w , : _ .. SHIM SPACE _ d ��' vERnCAt 510E JAMB W, SMM SPACE''•'i r i0 IX SUB-BUGt t'Ipµ NhTFe 1. This system has been evaluated for use in locations cohering to the norido Building Code VERI,CV. 510E J,WB and when pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings TO ZX SUB -BUCK I t�4• WL an and Other Structures do not "coed the design pressuru ratings listed herein. 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4,4.2) Tapcon type concrete anchor* must be used and the length must be such that a minimum 1-1/4' engage nent of the Topcon into the masonry wall is obtained. W O W �Oa3 RQO� O h O¢¢OWO F.Ojo CL e n M + O to 7 N U � L V O M yI z-+m U: w c a O 0 tq M J V1 UJ. J Zp W 4= � W N 4 (A aO o cc O o�= U � I Z �eunDlNo CONSUITAlRs, INC 813.684.3&31 DATE' 4/3/02 SCALE: N.T.S. DWG. BY: W,LN. CKK. BY: RW. DRAWING NO.: . T-02201 sNIxT t a t M(y)FL DESIGNATION, Thermo-Try Out -Swing Door Wood Irrames System _�F•; .N PRESSURERATING: imuw OVERALL NOMINAL SIZE• te' D.C. Single Positive 67.0 PSF Negative 67.0 PSF MAX Single up to S'4 x 8'0 w/ro aidel'tea t\ Double up to 8'4 x 6'0 r/wo aidslitu ' •a Single with Sidelites Positive 60.0 PSF Negative 60.0 P3F N F�ONFlLYIRATIONS; X. OX, X0. OXO, xX. OxxO � Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF Q 4D $`^0GO nEVRAI D� The head and side jambs ors Mgerjoint pine Q Q O f\ measuring a min. 4-9/16' with a 1/2' rabbeted atop. Q zQ 'n • C MASONRY LINTEL n 0 LU � 3/16' TAPCON I z 1 f1RRINC Q Q W '? ..•• •' MAX 18' D.C.ME ANCHOR J' 1�. O j O = MASONRY LINTELs• —'I OR n'ALL f x 2 ARRINC !� • " � ¢ t\ r•I^Sv y-DRYWALL '',, ,., • v;:•%,:'.7 Ci x w W 7 • 3/16' 14PCON F ANCHOR Ix BLOC J/ 16' TAPCON v of N n TYPE ANCHOR . y ' . 25' MAx. • ,A ..., a `,. SHIM SPACE I n r— — it m . • 3 JUTERf0B v ♦ N .�O A 1L' N •y �E6IOB J/16' TAPCON 2.2J' N H E u ri . 10y± L g: y TYPE ANCHOR u Z �W - T • I : HEAD JAMB ui u i •y TO tX SUB -BUCK - "F f 8 PFH WS 2' 1.73'-I NA .y •:.. M S n t. o n c N S ' TOH�SUB--BUCK - m •. .,... MASONRY SLOCK .23' MAX. � • . SHIM SPACE r 1.7.3' Mu,, " J I LIPS. 1 " lr • MIN. _ m N y r - Z W EMS. '0 3/16' TAPCON E)=10E O .TYPE ANCHOR •,. `, f H-. LZ t - - _ .L ELCO TAPCON OR EOl1Al 3/16' TAPCON '. t W Elie• MIN.' 2 .':. � (2J5 LB. $HEAR RATING) TYPE ANCHOR N Q � 1•10 X Y"-j'• - -. - .23' MAX N . v. •L : Z SHIM SPACECC ' —{I .. •' O UinZ_ yj v• 1NTFRIOR I Z to I 1_ in {y { � 18 x 2-1/2� •':,� C--SINK I x L PRRING U O pFH W5 _ DRYWALL C�VERTICAL SIDE J4MB 1X BUCK 12 + \!✓ lti 1X SUB -BUCK �Y�YrewLotNa ' ONsUlTAN15. INC 1[TERIO 8 1 z 2 FlRRING �� I. This system has been evaluated for use in locations odhering to the Florida Building Code 813.684.3631 and where pressure requirements as determineo by ASCE 7 Minimum Design Loads for Buildings _ C-SfNK DRYWr1.L DATE: 4/3/02 2X BUCK - and Other Structures do not exceed the design pressure ratings listed herein. b�`•'F, _ (t1yERi1CA1 SIDE JAMB SCALE: N.T.S. TD 2X SUB -BUCK - 2. For instalbtions where the sub -buck Is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods IyeC. BY: w,LN. '�• 'f and fub-sections 1707.4.4.1 and 1707.4.4.2) Ta con type concrete anchors must be used and the P YP CHK. BY: R.W. length must be such that o minimum 1-1/4' engagement of the Topton into the masonry wall is obtained. DRAWING NO.: 3. When usinga 1X sub -buck a 6-9 16' jamb is required to allow for min. edge spacing for Ta con type anchors. T-02203 or / 1 0 9 P 9 D YP t r , r`i kt r` tdp. aS .,i' A I' y,QQEL- D£SIGNAT7oN: :. Thermo-Tru In -Swing /' Ott -Swing Door Wood Frames System MAXIMUM OVERALL NOMINAL ZIZ Single up to 5.4 x B•0 t./wo sidelites Double up to 8'4 x WO v/wo sidelites VIIARLF CONFIGURATIONS X, OX, X0, OXO, XX, .OXX(I N EBAL D S .RIPDON: The hood and side jambs nre fingerjoint pine measuring a min. 4-9/1 c' with a 1/2' rabbeted stop. DOUBLE 2X HEADER PM w5 ra�scae C-SWK $NEATMINC V _ 25' W. Sfe1/ SPACE 0 VVMCLL SIDE ,YJfB o 1JDAB. DESIGN PPESSURF RA71NG: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Side)ites Positive 47.0 PSF Negative 47.0 PSF O 6.0' CIF OR DOUBLE DOOR WITH SIDELITES ATE: This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirement) as determined by ASCE 7 Minimum Design Loads for Buildia;s and Other Structures do not exceed the design pressure ratings listed herein. y` e � •1. s 413.684.5831 DATE- 4/3/02 SCALE: N.T.S. DWG. BY: W.LN. CMK. M RW. DRAWING NO.: T-02202 src 1 or 1 THERMAoTRU® 11 ` tBER C SSICPSMOOTH STAR' INSWING &6 SN OLE AND DOUBLE WAS W10UT SIOEUTES. INSULATED FISEROIA.SS DOOR WITH WOOD F7iAME$ GENERAL NOTE5 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. OF -SIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR MIAMI-OADE COUNTY. 6. ML4M1-DADE APPROVED IMPACT RESISTANT SHUTTERS naF REQUIRED FOR SIDELFTES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION, INSULATED F1 to all frame Face sheets: Fiberglass ovg. min. yield strength Fy(min.)=6,000 psi SmoothStar - 0.070" minimum skin thickness FiberClassic - 0.110" minimum skin thickness Core de tan: Polyurethane foam core. withl.9 lbs. density by BASF. r -The pv el skin is constructed from a 0.070' thk. ee mo mg compound (SIP,fC�. The interior cavity is filled with 1.9 lbs. density BASF polyurethane foam. The pone, face sheets are glued to the wood sales and jails. Thar LVL latch stile s reinforced with a wood lock block measuring 2.375 x 14.0 long at the strike and deadbott location. The hinge stk is Finger Jointed Pine and the top and bottom rail are of a wood composite material. In the double door application the inactive door is rifted with an extruded aluminum aslrogal (Wind Jomber 0) of 6063-T6 alloy. n�ctron: The lrome is constructed from ri jointed pipe. The a er is Joined to the side jambs with (3) 169a. 1/*crown x 2 long st0ples at each side. The mullions are secued together in a sidefite application using /8 z 2' long PFH Wood Screws (6) screws per each mullion. The units use an Inswing Soddle threshold measuring 5.75' x 1.548'. Side4ite Gla in : The sidelde panels are sandwich glazed vs o two Pete p frame. They are dry glazed on the exterior with an 18" thk. cellular glozing tope .(Still -II tope)/2a caulked �� none. The life frames ore held ogelher whi a �8 x I i long TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS do GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS do DETAILS 6 ANCHORING LOCATIONS do GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS k UNIT COMPONENTS 37.5 MAX. OVERALL WIDTH 36" MAX: PANEL WIDTH c� UJ w x w x a d J O J(De0 I X O 4 Op Q O X � O N N w ^ L SINGLE INSWING UNIT 1 74.5" MAX. OVERALL FRAME WIDTH] 36.625" MAX. PANEL WIDTH W ASTRAGAL x ca 900 7— 'w 2 w t�. J J O X i N aV OOURLF INSWING UNIT DESIGN PRESSURE RATING UNIT TYPE WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - . 55.0 PSF & L WITH SIDELITES + 55.0 PSF - 55.0 PSF 105.5" MAX. OVERALL FRAML WIDTH 36.625' MAX. 15.5" MAX. PANEL WIDTH W/ASTRAGAL FRAME WIDTH O > 13.75" MAX. WIDTH p CO CC 7.125" MAX. 0 QZQ O r`1 D.L.O. WIDTH U J Lyj �OLL)O � C) Q Q 00 W � CL N kZ G0 \nJ QZ DOUBLE W/SIDEL[TES INSWING UNITo`! J ALL MOD Ets 68.5" MAX. OVERALL WIDTH ---I ARE VIEWED 36" MAX. 15.5' MAX. w` o,�I FROM INTERIOR 1 PANEL WIDTH FRAME WIDTH RIB t I a 3 3a 13.75" MAX. ® ® WIDTH 11 m 7.125" MAX. = D.L.O. WIDTH w *r x O A o eu E Q W O O A �z 813.684.3831 iMORM `m-(0)- >oodiyl srK�. N.T.S. owa er: 7JH �CHK. KY.,RW M-A—NUgp{� CT. -7— R . s S 2151 CA l Y l i __ 1 or F MASTER 7.11i EXTERIOR 1.68" MIN. PANEL THK. 1 VFR71C I CROSS SECTION 2 DOOR PANEL X �m ;:• c z O> W D .• .. 16 Of 04 O 00 O cn °p CL 13 17 ¢OZO� �n — 20 Z OW O OHO 29 I� 42 W to �z o ry to rJ 33 ! O 4� 43 34 o r . o SEE NOTE 5 SHT. 4 e o _ U p.. p o. = x ? cn In I N O w SEENOTE 1 SHT. 4 5" MIN. a CLASS THK.IW�O o EXTERIOR IN I R a r any 25 c tn3 a x O X m Q `� FOAM GASKET do ry co SILICONE CAP BEAD p p"o 6 00. p J 1.68" MIN. PANEL THK. o 42 0 13 SEE NOTE 14 5SHT.4 �m "2 n W 29 N _ �BUILDIHC " OHSUITAM`', INC a• a a' ovt 08 10 01 TJH a' CM BY: RW 2 SIOELITE PAN li 1 �i L `o11�11 'J++�� `a �' I ` o � �`� 5-2151 scar 2 or 8 %-ram P IA. n ; , : Zr, # SEE NOTE 2 24 8 7 SHT. 4 i"1 INACTIVE Y 3 s J e Z ASTRAGAL RETAINER 31 = a BOLT 8.0" LG. TOP do BOTTOM (2) BOLTS IN RI R AT TOP Jc (2) AT BOTTOM 1HORIZONTAL CROSS SECTION 3 ® ASTRAGAL 1.IS' MIN. EMB. EXTERIO6 25' MAX. SHIM 1 .15" MIN. FOAM GASKET do C—SINK SILICONE CAP BEAD ° SEE NOTE 34 43 5 SHT. 4 33 25 13 O: O Y 2 °' • y �In 6 29 w 41 17 ¢ SE NOTE 1 ° 5 INTERIOR 16 3SHT. 4 3 IZONTAL CROSS SECTION 3 ® SIDELITE TO BUCK O> � N 6 a In o Co ACTIVE cco � Cc) Lo � o.-77: 0 W( a SEE NOTE 6 SHT. 4 INTERIOR U 37 u SEE NOTE 7 SHT. 4 2 HORIZONTAL CROSS SECTION 3 ® HINGE JAMB TO SIOELITE r��,IANIUFACTULRER s �NJ QF FOAM GASKET dt U Ov' Z W SILICONE CAP BEAD y �+ 34 cgia^ ow a 20cr � Y 2� �N tqS 41 � SEE NOTE 1 SHT. 4 813.654.3831 DAB: OB/10/0 svt:1/2" = vtic. er: TJH S K. By. RW ONAM111C Ko.: S-2151 srm 3 a 8 1. 15" MIN. EMBED. � 15' MIN. C-SINK I � • •I 13 25' MAX. SHIM SPACE / —1'\ HQRI TKBUCK, QN �4 LATCH JAMB TOO .BUCK, j 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' & 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 INACTNE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1-. 3, 57, 18.25 40.5', 59.25, 74.25. 76.25' & 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA x 1/2" CROWN x 2" STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA. x 1/2" CROWN x 2.5" STAPLES AT BOTH SIDE, 5, THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM N0. 43 (N8 x 2" PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE Top DOWN AT 1AT54" IN 31", 48.5" 66". THERE ARE (2) AT THE FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS, 6SPACING MULL ONS�TOGETHER ISEM NO. 43 rTHE 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 (J10 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). 2Y 1.1.7 —11. EMBED. 15" MIN. C—SINK 2 4 HINGE JAMB TO BUCK, SEE NOTE 6 SHT. 4 FOAM GASKET & SILICONE CAP BEAD SEE NOTE 5 SHT. 4 �.o.'0 C `1 z� �~ ing J � 41 mz SEE NOTE 1 ^ a SHT. 4 3 HORIIONTAL CROSS S QTI N 4 ® STRIKE JAMB TO SIDELITE r?T ^ 25' MAX. SHIM SPACE SEE NOTE 7 SHT. 4 O> O 0000 ONOaO �owo 0Q0 200 a 813.584.3831 M. BY: IJI'I cNx. sY: RW NZ-0 N NNO.: S-2151 -m 4 of f SEE NOTE 3 SHT. 4 SEE DETAIL "F' SHT. 6" 6, 6. 3" 3" "i ��.� 3 c633V t 3" L'I 6' 6' I 1 3ESHT NOTE � 1 — N In — � N n n V) 13 cn N TYP Lo — SEE DETAIL 'C' .C- Typ. 'G" SHT. 5 - 1 14 TYP. I ' T---I 1-- 6 6" --I 3" --i i- , 3' i-� ice- 3"lo �-II 6' 6" --{ 6" I-- 3" 3" 3" 6" 6" 6. �j ® RI UNTRALR' L® A B.0-A Fv SINGLE DOOR DOUF DOOR W/SIDEUTES MANACT N' S MASTER FUF,,,i# - A 0.357' BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW �-- 3' i SEE DETAIL E SHT. 5 TYP. SEE NOTE 4 SHT. 4 mi kTyp . "B 12 10 0 13 0 0 13 10 0 10 DETAIL 'F' DFTA�� H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DFTAII "F" STRIKE PLA�TE()To FRAME DETAIL "G" AT THE THRESHOLD wWN DETAIL N SHT. 5 oI bTYP. 1 1 \- SEE NOTE io 4 SHT. 4 LLJ � � N C) co O V10 00 ao=� mgo � �Owo w� EL 813.654.3831 c OB/10 0 -Lt N.T.S. c. BY: TJH c 4+: RW WNC NO, 5-2151 EET 5 OF 8 in N of N CENTRAL I IILI IDA Bo F. c o . . MA, N FAC TtURER NANS ° c SEE DETAIL %%✓�� C 'F" SHT. 5 _.�.... ..... ._.tt!!, .--ITM-�---........_. _ �._-7 MAST 6' 3" 5' 6- 3' 6" 3' 36" 63. 3. 6"--r 3" —Al I I 11 II II I II 13 I_ SEE NOTE - -_ 13 TYP c 3 SHT. 4 SEE NOTESEE NOTE SEE DETAIL 3SHT• 4 6 SHT. 4'F' SHT. 5 V7 a a TYP 'SEE - - " Lo DETAIL 'G" SHT. 5 = - - DSEE 13 - SEE DETAIL DETAIL DETAIL Typ• n �• 'E" SHT. 5 _SEE ' HT 5 Iri TYP. V. SHT. 5 H S �• - 13 - TYP. - j- SEE DETAIL "K• LLTYP'-'�J- 4 -M- SEE NOTE "G' SHT. 5 14 14 _ SHT. 4TrP. Typ, LM=+ 6'--1 I 3 6• 3"-�i �- 6" 6, F� 6" 3 3' 6' 6' 3' 14 6" 3' ® ®TYP. SINGLE DOOR W/SIDELITES DOUBLE DOOR 453" GLASS BITE 1.A55 BITE EXTEPR 25 1/8" TEMPERED CLASS .25' AIR o SPACE 1/8" TEMPERED INTE7GLASS 6�g 41 a SE NOTE 1 .25" STEEL INTERCEPT SHT. 4 SPACER .5' INSULATED GLASS W/ TCM LITE FRAME GLAZING DETAIL .463 33 1 32 EXTEHIO 25 1/8- TEMPERED 40 GLASS Q .. _ .25' AIR o o SPACE z 1/8" TEMPERED GLASS INTERIOR 36 z Y 41 N SEE NOTE m LU 6 1 SHT. 4 a .25" STEEL INTERCEPT SPACER s" INSULATED GLASS W/ RTS I ITF FRAME GLAZING DETAIL "M =• SEE NOTE 4 SHT. 4 F✓V VV BUILDING CONSULTAMS, INC 613.684.3831 n OS/1D/01 smc N.T.S. M. B1: TJH CHIC. BY: RW ONAMNf NO, 5-2151 SHM 6 OF 8 4.563' 1.063" 1— 20 21 2 3 MWOOD FRAME FINGER JOINTED PONDEROSA PINE 28 --{ .097" 4 x 4 S7 EL DOOR HINGE io h a�--1.077"-- 1.531" SIDFIITF TOP k BOTTOM RAIITOP�BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 0 PLASTIC UP LrFE FRAME FXTR(IDFD FITS 141 9 "--{ F 61"� b L INSWING SIDEUTE 15 BOTTOM B007 0.09" EXTRUDED VINYL WALL O IN IT n {--- 1.531 " --i tom' 526" Mind rrF BLANK SIDE STILE 36 2.713" FINGER JOINTED PONDEROSA PINE TrM (THERMA-TRU'S POLYPROPLENE) 8 PLASTIC LIP UTE FRAME FXTRUOED TCM o �n T— �--1.531 --I O Fr. TOP RAIL WOOD COMPOSITE 1.264" TT O ^ � � M O FC, LATCH SIDE STILT COMPOSITE f--1.255"-- 1 N1 n .L �---1.531 " ---"i 0 FC, WOOD HINGE SIDE STILE 5.75" T r1 N coO O Iq 1.531 " FC. BOTTOM RAIL in SELF ADJUSTING SAQDLE THRESHOLD WOOD COMPOSITE v AI UMINUMAINYL .D45" WALL ALUM. 19 Q80" THK. WALL VINYL TYP. 1-- 1.531 " � N I 1 rn . SS. BOTTOM RAIL 11 WOOD COMPOSITE u? W rr N O o0 �V) O=^ �OWo �O=)o 3 < n W to 0- U s U F- --- 2.375" T 30 WOOD IOCK BLOCK FINGER JOINTED PONDEROSA PINE J �/ evacu+c CONSULTAMT�. Ni 813.684.3831 DAM 08 10 01 SCAM N.T.S TJH ev: RW ;;c 9,RW D RNYING N0: S-2151 snm 7 or 8 IDESCRIPTIONr' I 1 AR N .070 MINW W nKRC 4sx DOOR SKIN .110" MIN. THIC FIBERGLASS BY THERMA-TRU with yield h F mn -6,000 psi FIBERGLASS 2 FG TOP RAIL 1.531' x .94' MEW- TRU MOOD (bMPOSffE W00D CWPOSIif 3 FC LATCH SU -TRU, N000 COH°OSI1E 1.531 x 1:Z09 MOOD COMF'09TE 4 FG WNCE S11LE HERIYA-TRU PONDEROSA PPS 1.W1 x 12W WOOD 5 FG BOITOM RAIL 1.531' x 1?5" 11ERW-IRU Nm COYPOSl1E 1400D COLPOSRE 6 POLYURET E FOAM BASF, 1.9lbs. DENS FOAM 7 SHORT REACH COMPRESSION WEATHERSTRP -TRU FOAM 8 LONG REACH COMPRESSION WEAT}TKr -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4 to. PFH WOOD SCREW to Fume STEEL 1 1 SS BOTIDY RAL IA r 91 1HO11N-TRII VOW COIFOW MU00 COMPOSliE 12 10 x 2 LC. PFH WOOD SCREW STEEL 13 IS x 2 1 2 LG. PFH WOOD SCREW STEEL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LQ--L STEEL 15 SIDELITE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 IKWIKSET TITAN 700 SERIES PASSAGE LOCK - 19 SELF AWUSTING MM1No y p ALUM. WOOD p x I.25 HEADER THERMA- . PO/IOER054 PINE WOOD 21 x 1. I UY8 - W D 22 4 x 1.25 HWGE .IAMB -TRU, PONDEROSA FINE W 0 23 KWIKSET 71TAN 700 SERIES OEAOBOL7 - 2q ASTRAGAL WINOJAMBtIt N WR687 .052 WALL LUM. 6063-76 25 GLAZING 1 2 INSULATED TEMPERED GLASS GLASS 26 SS. HNGE STILE THERW-TRV, PONDEROS1 F7rF 1.183 x 1.531 WOOD 27 8 x 1 LG. PANHEAD SHEET METAL SCREW STE L 8, 1INMG DOOR BOTTOM SWEEP WNY 29 8 DOW NG WOOD 30 31 IFC/SS WOOD LOCK BLOCK 2375 x 1.515 PONDEROSA PINE SS LATCH SRLE (THEW-TRU, MO00 C06*0511E 1.183 x 1.531 WOOD WD00 COMPOSITE 32 1118 THK. CELLULAR GLAZING TAPE STIK-11 TAPE - 33 PIASX LIP LITE FRAME M. THERW-TRU STS 34 35 PLASM LIP LITE FRAME CM THEM TRU 4.563 x 1.25 BLANK IAMB -TRU POfLOEROSA PME T M WOO 36 SDON SIDE SNE THOtW-TRU 1.531 E WOOD 7 10 >< 1 3 4 LG. PfH WOOSTEEL 38 SS. TOP RAIL 1531 x .91 1FERW-TRU MO0039 NOT USED40 SILICONE CAULKSILICONE NMWW 41 8-10 x 1 1 2 PLASCREW STEEL 42 9DEUTE i0P rt B01T0Y RA4 -TRU 15LE WOOD 43 8 x 2 LC. PFH WOOD SCR57EEL 1.531 " w 01 L 38 "? SS TOP RAIL WOOD COMPOSITE 1.316" > O 592" .579" 1.531" EE N O .}lI am 17"O7 I O=VO1 OW1.316" �°�°o T7 TT/, 9T4 —�`Mrn rn In Lj CN W o:� O N00 .171 i COMPRESSION WFA7HERSTRIP w � � BY 7HERMA-TRU FF2== ON R CH COMPR SION W TH RSTRIP c�WOOD HINGE SIDE STI�WOOD HINGE SIDE STII FOAM CELL CORE W7qNYL JACKET FOAM CELL CORE W/VINYL JACKET 3" / DRILL TRU FOR .357" CIA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T STRIKE PLATE 31 �-- 1.531" cc i errN clnF s ru F COMPOSITE N ASTRAGAL HAS (2) 8.0" N BOLTS ® BOTTOM 1 BOLTS ®70P 1.767" --I 24 WINDJAMBER II 06ST ASTRAGAL (ALUMINUM 052" WALL TYPJ ASTRAGAL R At 0 MATERIAL: C/R do YELLOW CH ..:. o tDA Ad xZ u Q n P a L� I O u a. < O � 0o m3 t m 813,684,3831 BY: TJH er: RW NO NO.' S-2751 R or 8 JLIN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.02 &tm1' d ��-j% & eis June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "IX 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 Uldon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion Installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 1/2") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16'.concrete screw with a minimum embedment on 1 'k'. Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed 1 "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 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.2 of the Florida Building Code. 2540 Jewett 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 lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Amoruso, PE ratnoruso_oeOfloridagxtruder5 com Florida PE License No. 49752 Florida Extruders Intemational, Inc_ Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23.001, F.A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning_ Re.- 2002-LTR.R3A-009 Q4: 'q- i FlCgr; G 4 No. 5 _ TA _ V 2540 Jewett Lane, Sanford, FL 32711-1600 • (407) 323-3300 • Fax (407) 322-3337 2 Z' Job Truss Truss Type Qty Ply Centex -Orlando/1928-B & Clsk/4-17-3 53906899 BH1 COMMON 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 -0- 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40-0-0 41-0 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 5.00 12 5x6 = _ 1 I`y Ic d 30 = T S p Q p p 3x7 3x6 = 3x8 = - 3x8 = 5x8 = 3x6 = 4-0-0 10-3-14 21-4-0 i 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 0-3-0j [P:0-4-0 0-3-0j LOADING (psi) 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/deft - 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 IF-H B2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc' bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt I-R OTHERS 2 X 4 SYP No.3 2 Rows at 1/3 pts G-R REACTIONS (lb/size) 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-0a678, L-0=-435, I-J=-1408, J-R--1362, G-H=-1389, H-11=-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 FBC2061; 11Omph; h=15ft; TCDL=6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; . cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) 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. 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 , Uniform Loads (plf) C5 Vert: B-U--20.0, R-U=-40.0, M-R=-20.0, A-C=-60.0, C-1=-60.0, I-N=-60.0, C-J=-66.0 N Concentrated Loads (lb) W Vert: U=-214.0 N d Q. 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 j Job Truss Truss Type Qty Ply Centex-Orlando/1928-13 & Cfjsk/4-17-3 53906899 CJ1 JACK 4 1 Job Reference (optional) d Univert•sal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. CTue Apr 22 16:26:30 2003 Page 1 -1-0-0 0-11-11 ` 1-0-0 0-11-11 Scale - 1:4. 5.00 F,2 B T1 B A - D 0-11-1.1 sxa 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 0.00 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 B=35(load case 4) Max UpliftC=-13(load case 5), B=-89(load case 4) Max GravC=29(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-28 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 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 LJ OW cV a dr of Z Cl- 0 _ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ1 j I s Job Truss Truss Type Qty Ply Centex -Orlando/1928-B & Cf1sk/4-17-3 53906899 H1 HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1 1-0-P 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0 4,1-0-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 Scala - 1:68. 7x14 M1118H= 7x10 M1118H= 5.00 12 - 5x6 = . 5x6 = 7x8 = 56 c D E F O H 1 1 wt - w fi a AB BIIg o 502 = : R Q P Q N M - L K" - 5x12 = - W II 5x10 M1118H= 5x6 = 5x8 = 5x6 = - 2x5 II - 5x6= 5x10 M1118H= - 7-0-0 7-1112 12-3-7 17-5-2 1 22-6-14 27-8-9 32-10-4 33T-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 : B:0-3-13 Ede 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) SPACING2-0-0 CS1 DEFL in (loc). Well 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.1/deft = 240 Weight: 241 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except` TOP CHORD Sheathed. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. BOT CHORD 2 X 6 SYP No.1 `Except* B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 `Except* - W12X4SYP No.2,W12X4SYP No.2 W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W12X4SYP No.2 REACTIONS (lb/size) B=3290/0-8-0, 1=3290/0-8-0 Max Horz B— 75(load case 5) Max UpliftB- 900(load case 3), I=-950(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 'A-B=26, B-C=-7651, C-D=-10313, D-E=-11877, E-F=-11858, F-G=-11858, G-H=-10317, H-1=-7650, I-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-Ma-1549, C-P=3744, D-0=1783, E-N=-21, G-N=1757, H-M=3749 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 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 900 lb uplift at joint B and 950 lb uplift at joint 1. 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 Uniform Loads (plf) = cy1 o ely 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 N � L Concentrated Loads (lb) r. M Ln Vert: R=-513.3 K=-513.3 CL cV Q 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 a Job Truss, Truss Type Qty Ply Centex-Orlando/1928-B & Cllsk/ `-17-17 3 . 53906899 1-11A HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 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 O 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 a 1:68. 5x7 = 34 = 3x8 = 2x3 II -5x7 =. 5.00 12 p E F G h{. 2x3 2x3 C . w1 w1 . wi 3 w 9 K A b Ig 3x7= " - F - N -.. M �- -. - 3x7=' - 3x6 = 3x10 M1118H= 3x6 = 3x8 = 300 M1118H= 3x6 9-1-12 16-4-9 23-7-7 30-10-4 40-0-0 9-1-12 7-2-13 7-2-13 7-2-13 9-1-12 Plate Offsets X Y :D:0-5-4 0-2-8 H:0-5-4 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC `0.67 " Vert(LL) 0.35 N-0 >999 Tt20 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 Horc(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 ocbracing., WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, J=1653/0-8-0 Max Horz B= 90(load case 5) Max UpliftB--344(load case 2), J--344(load case 3) FORCES (lb),- First Load Case Only " TOP CHORD A-B=22, B-C=-3332, C-D=-3135, D-E=-4008, E-F=-4008, F-G=-4008, G-H=-4008, 1-1-I=-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-0a-443, G-N--443, C-Q=-151, D-0=1269, E-N--1, H-N-1268, I-L=-151 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 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.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 r P. l c_� Cr ' ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1A Job Truss Tr �i �3 Qty Ply . Centex- Orlando/1928-B & Cfjsk/4-17-3 53906899 H1B 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 Pagel 1-0-p 5-6-0 11-0-0 17-0-0 23-0-0 29-0-0 34-6-0 40-0-0 4,1-0-P 1-0-0. 5-6-0 5-6-0 6-0-0 6-0-0 6-0-0 5.6-0 5-6-0 1-0-0 Scale - 1 5x6 = 3x6 = - 5x8 = 5x8 = 3x7 = 0 N M L K 3zi 2x3 11 5x8 = U6 = 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) 1 st LC LL Min I/defl = 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), I=-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-1=-3425, I-J=22 BOT CHORD B-0=3067, N-0=3067, M-N=3277, L-M=3277, K-L-3067, I-K=3067 WEBS C-0-113, H-K-113, E-M=96, F,M=96, D-N-760, G-L-760, E-N=-642, F-L=-642, H-L=-448, C-N=-448 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per, FBC2001; 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. t 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 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 N �f -m N - -. 0 ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 B Job Truss Truss Qty Ply Centex -Or lando/1928-B & Cfisk/4-17-3 53906899 H1C COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 1-0-p 7-8-11 13-0-0 27-0-0 32-3-5 40-0-0 4,1-0,0 r 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 = Sx6 = 2x3 II D. E F 7 5.00 12 - _ r . 2x3 \\ . 2x3 C - d W W2 I W2 3 4 W 8 H I . ;AIg 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/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 ' BC 0.90 Vert(TL) -0.50 L-N >952 BCLL 0.0 Rep Stress lncr 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), Ha-290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-Ca-3301, C-D=-3027, F-G=-3027, G-H=-3301, H-622, D-Es-2895, E-Fa-2895 BOT CHORD B-N-29481 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 II; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOLa1.33. 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 Y Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 8 & C RF Date Req:04/24/2003 Draw No:53906899H1C Job 53906899 Truss H1D Truss Type C Qty Ply Centex-Orlando/1928-B & Cf1sk/4-17-3 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 2903 Page 1 1 0-p 7-8-11 15-0-0 25-0-0 32-3-5 40-0-0 4,1-0—p 1-0-0 7-8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-0-0 Scale . 1:68. t 5x6 = 5x6 = D E F 13 5x8 G 5x8 C w 2 3 G 4 - w a g 3x7 = N M K 3x7 3x6 = .3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y : C:0-4-0 0-3-0 D:0-3-0,0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >979 BCLL . 0.0 Rep Stress Incr YES W13 0.22 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Mini/deft = 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-11-14 oc bracing: B-N. REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 - Max Horz B=138(load case 4) Max UpliftB--313(load case 4), H=-313(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-3300, C-D=-3028, F-G=-3028, G-1-1=-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; enciosed;MWFRS gable end zone; s 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 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 designinformationon this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer, accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard f ti C 0a tr Cv La dS 4 L a 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 7-3 53906899 H1E C ` 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 -0-0 7-8-11 13-8-1 17-0-0 , 23-0-0 , 26-3-15 , 32-3-5 40-0-0 40-0p r- 1-0-0 7-8-11 5-11-5 3-3-15 6-0-0 3-3-15 5-11-5 7-8-11 1-0-0 Scale - 1:68. 5.00 12 5x6 = 5x6 = 5x8 E MA F 5x8 D O 2x3 \\ 1 - 2x3 G C w W2. 3 Fi h a w B l J A Ri 'g d . 3x7 = - O N M L K 3x7 = 3x6 = 3x8 = 5x10 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8 2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 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/defl - 240 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-6 oc purlins.. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-6-4 oc bracing: B-0. WEBS 1 Row at midpt D-M, G-M REACTIONS (Ib/size) B=1653/0-8-0, 1=1653/0-8-0 Max Harz B=-154(load case 5) Max UpliftB=-333(load case 4), I--333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--3311, C-D=-3025, D-E--2145, F-G--2145, G-H--3025, H-1--3311, I-J-22, E-F=-2166 BOT CHORD B-0=2961, N-0=2422, M-N=2422, L-M=2422, K-L=24221 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; 11 Omph; h-15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint 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 !` a t:v m; - Ili _ s rA AA AA A._ L/U51LUilIC1 IVU; 1 I UL#U VU5LU111C1 140111C. VGIV 1 GA "WIVIF-0 VRL/11YL/V JIIUp U. JJ;7VVU'7Z7 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 E FF- Job Truss Truss Type Oty Ply Centex-Orlando/1928-8 & Clsk/4-17-3 53906899 H1F COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb420 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 1-0 0 7-8-11 13-8.1 19-0.0 26-3-15 32-3-5 40-0-0 411-0? . �21-0-0, 1-0-0 7-8-11 5-11-5 5-3.15 2-0-0 5-3-15 5-11-5 7-8-11 1-0-0 Scale - 1:68. 5.00 F12 5x6 = 5x6 = - - E F 5x8 5x8 D O 2x3 2x3 - m O m w W2. W2 3 H 4 w e l J .q- A Al o Id 30 = O N M L K 30 = - - 3x6 = 3x8 = - 502 = 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) Well 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/defl = 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 cc 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, B-C=-3307, C-D=-3025, D-E=-2115, F-G=-2115, G-H=-3025, H-1=-3307, I-J=22, E-F--1965 BOT CHORD B-O=2956, N-0=2434, M-N=2434, L-M=2434, K-L=2434, I-K=2956 WEBS C-0m-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 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 tet o W N 0 Cc M CV . c CC 3; Q /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 l°jr�i - Oty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 53906899 Ti COMMON 17 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page f 1-0-P 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40-0-0 41-0 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 a 1:67. 5x6 5.00 F,2 E - 5x8 5x8 C D F 2x3 \\ .. - - 2x3 --C .W W2 W2 ,. 3 - G 4 W B H l A I� 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/deft 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 Stresslncr YES WB O'.40 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row of 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-13=22, B-C=-3306, C-D--3026, D-E--2113, E-F--2113, F-G=-3026, G-H--3306, H-1-22 BOT CHORD B-N=2955, M-N=2436, L-M=2436, K-L=2436, J-K=2436, H-J=2955 WEBS C-N--360, D-N=574, D-L--737, E-L=1164, F-L=-737, F-J=574, G-J=-360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TP1 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard . `t M� '1 /J Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T1 Job Truss- Truss Type Qty Ply Centex-Orlando/1928-B & Clsk/4-17-3' 53906899 CJ2 JACK 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 16:26:34 2003 Page 1 -1-0-0 1 11 11 1-0-0 1 11 11 Scale = 1:6. 5.00 12 1 8 ` T1 81 A E z _ 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 lncr 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: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11-11 oc,purlins. BOT CHORD 2X 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 Harz B=47(load case 5) Max UpliftB=-67(load case 4), C=-44(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-Ca-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 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 i conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityf { 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:Vco ji CL s Q Y ustomer 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/1928-13 & C/jsk/4-17-3 53906899 GE2 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 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 Scala - 1:36. 3x6 = 2x3 II O 2x3 II p H 2x3 11 2x3 11 5.00 12 E 2x3 11 2x3 11 D 2x3 11 T T 2x3 11 T T I( C T T T T B L 2x3 I I 2x3 I I 2x3 I I - 3x6 = 2x3 I I. - 2x3 I I 2x3 14 - 2x3 II 2x3 11 7-4-0 20-8-0 7-4-0 13-4-0 Plate Offsets X Y : G:0-3-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.08 V >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 V >680 BCLL 0.0 Rep Stress Incr YES WB " 0.07 Horz(TL) 0.00 L n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LOLL 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), 0--47(load case 5), N=-79(load case 5) Max Grav B-364(load case 1), L=228(load case 1), S=124(load case 4), T=639(load case 6), Q=124(load case 7), P=177(load case 1), 0-123(load case 7), N=254(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--185, C-D--125, D-E=-100, E-F--184, F-G=-117, G-H=-134, H-1=-145,1-J=-142, J-K=-151, K-L--159, L-M=21 BOT CHORD B-V=111, U-V-111, T-U=111, S-T=111, R-S=111, Q-R=111, P-Q-111, 0-P=111, N-0-1 l l, L-N-111 WEBS F-S=53, E-T=-338, D-U=-45, C-V=-51, H-Q=-91, I-P=-130, J-0=-97, K-N=-180 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 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. 3) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B, 71 lb uplift at joint L, 285 lb uplift at joint S, 224 lb uplift at joint T, 70 lb uplift at joint P, 47 lb uplift at joint 0 and 79 lb uplift at joint N. , 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and. governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard f u�+ P •a it LY: Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 ° Contractor/Job:.1928 B k C RF Date Req:04/24/2003 Draw No:53906899GE2 Job Truss Truss Type Qty Ply Centex -Orlando/1928-B & Cfjsk/4-17-3 53906899 HJ7 ENDJACK TRUSS 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 272T5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:38 20.03 Page 1 9-10-1 1-5-0 5-8-7 4-1-10 Sale -1:1 U4 = 5-8.7 9-10-1 5-8-7 4-1-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 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-428/0-1 1 -5, E-403/Mechanical, D-222/Mechanical Max Horz B-163(load case 4) Max UpliftB--194(load case 2), E--36(load case 3), D--148(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-H=18, B-H=18, B-C=-842, C-D-46 BOT CHORD B-G=781, F-G=781, E-F=0 WEBS C-G-169, C-F--857 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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/rPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-1-1=-60.0 Trapezoidal Loads (plf) Vert: B=-1.7-to-E=-49.5, H=-0.0-to-D=-148.5 tu} r N N 4� 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:53906899HJ7 ■ Job Truss Truss pe Qty Ply Centex -Orlando/1928-B & 53906899 EJ7 JACK 14 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Api 1� 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 7-0-0 6-10-8 CSI DEFL in (loc) Well TC 0.55 Vert(LL) n/a - n/a 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 m 240 REACTIONS (lb/size) C-190/Mechanical, B-352/0-8-0, D-66/Mechanical BRACING ;k/4-17-3 16:26:38 2003 Pagel —I Scale � 1:15. i PLATES GRIP TL20 245/193 Weight: 23 lb TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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; TCDLa6.Opsf; BCDL-6.Opsf; occupancy category 11; 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 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for l 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 Co CV GL >® C 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:53906899EJ7 Job Truss Truss 53906899 CJ5 JACK ype-Qty Ply Centex-Oi 4 1 5.000 s Feb 20 ndo/1928-B & Crsk/4-17-3. ce (optional) , Inc. Tue Apr 22 16:26:37 2003 Page 1 1:11. 3,4 = 4-10-3 - 4-11-,11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a - n/a TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft a 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (lb/size) C=126/Mechanical, B-275/0-8-0, D-46/Mechanical Max Horz B=100(load case 5) Max UpliftC=-94(load case 5), B=-69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-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 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and 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 a-> 0 cc Ct- Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 i Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ5 Job Truss Truss Type Oty Ply Centex Orlando/1928-B & CCsk/4-17-3 53906899 HJ4 ENDJACKT_RUSS. 1 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 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 81 D 3A = 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) 1 st 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(load case 2), D--62(load case 3), C=-90(load case 2) Max Grav B=212(load case 1), D=202(load case 1), C=81(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-E=18, B-E=18, B-C=-5 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed; MWFIRS 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 (plf) Vert: A-E=-60.0 Trapezoidal Loads (plf) Vert: B--6.8-to-D--113.1 k 1 !i 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:53906899HJ4 53906899 JEJ4A Forest Products, Truss Type JACK . rf „ --- ....► , NC 27215, Jeff Kerr 5.000 s 17 Oty EJob Centex-Orland Reference b 20 2003 MiTek Industries, Ir 928-B & Cfjsk/ -17-3 ptional) Tue Apr 22 16:26:37 2003 Page Scale - 1 gx4 - 3-10-8 4 0 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) 1 st LC LL Min I/deft = 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-B=36 BOT CHORD A-C=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint A and 76 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of 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:53906899EJ4A 53906899 IEJ4 russ Type Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 8 I 1 I Job Reference (optional) Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 200 3-10-8 4-0-9 Page 1 I 6 s.ale -1:9. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 A >762 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=93/Mechanical, Ba239/0-8-0, D=36/Mechanical Max Horz B=82(load case 5) Max UpliftC=-74(load case 5), B=-73(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=30 BOT CHORD B-D=O NOTES (3) 1) 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. 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 �t 0 M � C N a L7 V 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:53906899EJ4 Job Truss Truss Type. Qty Ply Centex-Orlando/1928-B & Cfjsk/ 17 3 53906899 GE3 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 2.0 11 2x3 11 E c 5.00 12 - ST1 ST1 1 T1 B F 81 a Ig 2x3 11 _ H 2x3 11 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) 1 st LC LL Min I/deft = 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; 110mph; h=15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 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 m} o0 ,! N 00 tY O Q a` 4� Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 Job Truss Truss Type Qty Ply Centex -Orlando/1928-B & Cfjsk/4-17-3 53906899 CJ3 JAG 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 A r SX4 2-10-3 2i11.11 scale - 1:7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase - 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-57/Mechanical, B-204/0-8-0, D-26/Mechanical Max Horz B-63(load case 5) Max UpliftC 52(load case 5), B=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--43 - BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ3 _... -- .. -- -.- - .... _- --i Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Crsk/4-17-3 53906899 T2 2 1 I Job Reference (optional) j 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 7-2-1 3 3-1-3 3-1-3 6-5-5 - Scale - 1:34. 5x4 = D 26- 5.o0 F12 c E w F e 0Id Ll - 3x6 II Q 8x10 = 3x6 II 50 = I 10-4-0 19-4-0 19-10r8 I I 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; 11Omph; h=15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) 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 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 .yak M 4h . GU a A9 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T2 i 40-0-0 00 0) I Lo 0 0 RE vcon w w w w w w w w w w w w w w H1A H 1 B H1C H1D ME E H1F T1 T1 T1 T1 T1 T1 Ti T1 T1 T1 T1 T1 T1 T'1 T1 T1 T1 BH1 --- -- — I I I I I I I I I /I■ ®I�I�I�I�I�I�I�I�II%■ GE3 19-4-0 2-0-0 5-4-0 13-4-0 40-0-0 0 _ 0 CUSTOMER NAME: o� m CENTEX HOMES ORLANDO DI V / SHODFFFEENNERGLLTHE PROPERTY UNIVERSAL FOREST PRODUCTS mm= UNIVERSAL C TOFBE Q z Q � -C USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNIVERSAL / SHOFFNER LL.C. SHOFFNER,LLC. PROJECT: Q r x 1928 ELEVATION B & � C ROOF THIS DRAWING MUST BE USED IN CONJUNCTION 13Y ALL OTHER TECHNICAL DRAWINGS SUPPLIED BY SHOFFENER INDUSTRIES, aD INC. AND BRACING WOOD TRUSSES: COMMENTARY AND ECOMMENOA- TIONS' AS PUBLISHED BY THE TRUSS PLATE DATE: , 4-16-03 QUALITY PRODUCTS FOR QUALITY BUILDERS SC ALE: N.T.S. NSSTITUTE FOR INDUSTRY STANDARDS IN ERECTING TRUSSES. (TPI) IS LOCATED AT 583 D'ONOFRIO DR. REVISION: DATE: BY: 5631 S. NC 62 PHONE 79403 6 SUITE 200 MADISON, WI 53719 (608) 83375900 REVISION: DATE: BY: BURLINGTON, NC 27215 FAX (3 6) 226 Must have a minimum cli W Q J J cnzJ x H G[ c��3 ¢rY� q Cll J It W X 0i >-- . dt lq CU I V 14' 6' cei ing -hu rance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 1nsutatlon value. W 7- a z x o W z � � o W � \ Pq U --, CU Rating '" >o Q" F z m a_ J CnLIn 0 ❑NE.BY WOOD BUCK BY OTHERS CAULK BETWEEN wiNDOW FLANGE -� & WOOD BUCK STUCCO BY OTHERS PERIMETER / CAULK -J BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) (WI DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY.OTHERS CAULK BETWEEN B.W. I-1/4' MIN. WOOD BUCK & (BUCK WIDTH) - EMEEDMENT MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS 3/16' DIA..TAPCON D ONE BY WOOD . BUCK Y H B OT ERS 1.-1/4' MIN. EMBEDMENT INSTALLATION ANCHOR 1 3/16' DIA. TAPCON i SHIM AS REQ'D. I/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME,. HEADER GLASS (TYP.) (SEE NOTES) STUCCO BY THERS SHIM AS REQ'D. RIGID VINYL 1/4' MAX. Q GLAZING BEAD (SEE NOTES). (TYP.) GLASS O. (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WI.NDOW 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 FLANGE TYPE CONCRETE OR WINDOW. FRAME MASONRY OPENING SILL BY OTHERS l W.W. PRECAST SILL v A . BY OTHERS a Q SECTION A -A A B NOTESC. = . )Q� •� 1) SHIMAS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE / MIN. EMBEDMENT OF 1 —1 /4" INTO MASONRY OR CONCRETE.. / ~ 4) USE SILICONIZED ACRYLIC CAULK . BEHIND WINDOW FLANGE AT HEAD "z & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J B K B 0 VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SIIOR OF ED ACRYLIC CAULNGE. FK FOR PERIMETER SEAL AROUND W.H. GEXTr� 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. t"a+ 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS_ OF ASTM E130.0 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H A WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE r,�, INTERNATIONAL, INC. EXTERIOR ELEVATION AS KEY. �-f1 LFLORIDA EXTRUDERS 9) ALL FACTORY APPLIED HOLES ES NOT DESIGNATED FOR TAPCON SANFORD, FLORIDA I ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. ` ~ TO PROVIDE MIN. 5/8 IN- EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN, THIS PRINT .ALSO. APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES SINGLE HUNGS. 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70 PSF .30PSF TO 40PSF 41 PSF TO 70PSF SIZE SIZE 12 18 1/8 x 25 B 8 F.G F,G F.G F.G 13 18 1/8 X 37 3/8 8 B B F,G F,G 14 18 1/8 x 49 5/8 8 8 F.G F.G 145 18 1/8 X 55 1/4 B F,G F'G 15 18 i/8 x 62 8. 8 B B F,G F,G,H,I 16 18 1/8 x 71 8 B F,G F,G.J,K 17 18 1/8 X 83 B 8 F,G F;G IH2 25 1/2 X 25 8 B F,G F G 11-+3 25 1/2 X 37 3/8 8 F,G F,G,H,t 1H4 25 1/2 X 49 5/8 B 8 F,G F,G,H,I 1H45 25 1/2 x 55 1/4 8 8 F.G F.G,H.1 1H5 25 1/2 x 62 B B F,G F,G,H,1 111,16 11-17 25 1/2 X 71 25 1/2 X 83 B 8 8 F.G,J,K F,G,J,K 30 1/2 x 26 29 1/2 X 25 B B B F.G F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 8 F.G F,GH.1 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 B F,G F,G.H,I_ 30 1/2 x 56 1/4 29 1/2 X 55 1/4 6 8 F G F,G,HJ 30 1/2 x 63 29 1/2 X 62 B B B F•GH:I F,G,H.I 30 1/2 x 72 29 1/2 X 71 B 8 F,G,H.i F.G,J,K 30 1/2 x 84 29 1/2 x 83 B 22 36 X 25 6 B B F,G F.G 23 36 X 37 3/8 8 B F,G F,G,H,L 24 36 X 49 5/8 B B F,G F,G,H,I 245 36 x 55 1/4 B B F;G,H,1 F,G,H,I 25 36 X 62 36 X 71 B B F,G,H;I D,E,F,G,H,1 26 27 36 X 83 8 B F.GJ,K . F.,G,H,I,J,K 42 x 26 41 X 25 8 8 B 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 B F,G,H,I F,G,H:I 42 x 56 1/4 41 x 55 1/4 8 B F,G,H,I D,E,F,G,H,I 42 x 63 41 X 62 B B F,G,H,t D,E,F,G,H,1 42 x 72 41 X 71 41 X 83 8 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,t 48 x 38 3/8 47 x 37 3/8 8 B A,C A,C F,G F,GH,I a8 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 a A•C F.GH,I D.,E,F,G.H.1 48 x 63 47 x 71 a7 x 7l B A,C F,G,H.I D,E,F,G.H,I 48 x 72 47 x 83 8 A C F. JK DEFGHIJK 48 x 84 32 52 1/8 X 25 B A,C F.G F,G F,G.Hj 33 52 1/8 x 37 3/8 B A,C A,C F,G F.G.H,I F.G.H.1 34 52 1/8 x 49 5/8 52 1/8 X 55 1/4 8 6 A,C. F,G,H,1 D,E.F.G.H.I 345 35 52 t/e x 62 8 A,C F,G,H,I F,G,H•I D,E.F,G.H.1 D,E,F,G,H,I 36 52 1/8 x 71 52 1/8 X 83 B 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. TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY: B B APPROVED BY: DATE: l O/ O 9/ O 1 SCALE: N T S DWG.: FLEX 0016 .xo. BY: PRODUCT & APPLICATION ENGINEERING. INC.: 250 INTERNATIONAL PKY., SUITE 250. HEATHROW, FLORIDA "32746= PNONE.:407 805-0365 FAX 407 805-0366 10 AIMB C\ ; 4 X C !v1 L% . 10,30 v i 1/2 SELF� c 4 T LIE - �. BACK , . HKS ' t i ` EL'h:L.PIR HAS' R �- # iJ _� J=� EIMDEih ENT 4 AP 1NG SM, .. - } - t t ,• I I i i 'R `iSi r.TiiF=i:Y_..'a,`'-."' 16 :t'. ' '�•\ �.— SEA A-•s -m''.Y_ t - l IT\fn- m _..`ii`1_Jt_�' f r- -r,- r, �_ �.. I tz ! M.iii-L iIC;N 0 :.ON RE r E �% f-EAD ' V i fi �!'�� ! I 1 2:. i �.�_ i _ h —_ ;I • +l t" F:,1 C , A ; X A i! IE !0 HE,-t0 SC SI_L WHERE. i _ /%E6 %L ` .1IGN .r. 3. n _ :� J v - X 3 8 '• ,C -- J _ T jB ofUi_L11ON f- -. � _ i 'A�d'R t i Ya.) t�nU .r'. H: 'i ! J r H. 1�.t01 w.H.—� illE.`_. �:ii___i �_ - ..J . iA,M H ! YR) .>�1!1r13 !T'; P. , �' _ � - V L I .A U t 1-11"ISTALLATIT14 ANCHOR I ' i's,'Pt-LI\!'_. u,�3 i I - _ f �jSF.• ��i TC:r.-,! �i #V 1/� JZ `f y.. ^ 1Jr !-- xAFPING-SMS SE. - ' {. SCREW P,iCrii�R :'t Y .: T.�' 'PUNK SMS , E t SILL IP /r JAMS l YP:? \f SEALAN i BETWEEN — WINDDY FLANGES $. MULLION 1-1/2 SELF "i%,PPTNG Sim x 1/8 TUBE MULLION 1000 S.E;. � JAMB ;-YP.). #2 X I SEL F i A. PINIG SMS SEA! ANT BE NItiDOW FLAItiiES & MULLION 'SFPiN ; SMC SEALAir o BETWEEN tTNrj!E' ELAI\LE.$ i 1/4' M.TN, s MULLION ! Q Ell 13F-�l[y` NT Corn- !f A_P (71 PR &— SH i vY 0T t..I-RS I .'� i4 "�„11! I T`N='L �!Vrt'?E.iRc \+i LE`� P,E0U RED) -- f I ^.�li A Ii TER O O - E rTlc� O ; #8 x 1/! Sci ! \;I`'ti tvi�", ~ ii I C�c:'JF: T A P P i I'd G, SIM S - __, -_ +—_---------: FLORIDA EXTRUDERS INTERNATIONAL; I SANFORD, FLORIDADA f r ;TITLE: Sci i UuOr i `=:�V r L-^, ►�E SNr�_T 17F NT R` \`•, `i-- 1�iN�7'11 rLA;r�c`d i Jt_F ! 'TliFf S i I!F i S!r F T r_.'!F) r ❑i� M,.!� _: ;, u`S _ PRE SSAc C ARAC I T I L S `--- #8 ?C I-ii'2 SEL TAP-��r_ SMS ' DRAWN BY: _�V F �-- I APPROVED BY: sn.m�. ! t ; i- r crATP• . i � nwc \i'•.��I (= #a x I - I / 2 SEL - S LaN PETW_E4 rpc�a��_: SMS - vl1%BDid FLANGES MULLION , 1-_/2 SSLL . - AP,TING SMC' i Cr -, in i X 3 X 2/ b t USE M U L Liu N, ��® n �:4NTR-kL D�- ; ,ATL C. -� Y C' VE-OT1 Al nP*qlr.M PRESSURE CAPACITIES CAPACITY SERIES 1000 CAPACITY 1 CAPACITY 6c 1500 FLAN 1 CAPACITY CAPACITY CAPA Y (flTy i, -CAPACex3 CAPACITY lX4Xl/8 1 CAPACITY lX4Xl/8 CAPACITY 1 X4X3/8 CAPACITY i 1 X4X3 /8 11 CAPACITY 2X4X3/8 WINDOW CAPACITY WINDOW lX2XI/8 1 X2XI /8 lX2X -5/8 MULL l.lX2X3/8 'TUBE MULLJUBE _IX2 7/16xi/8lX2/16XI/8IX2 MULLITUBE 7/1 /8 i I 7/16X3/8jlX2TUBE MULLITUBE M LILL TUBE MULL TUBE MULL IULL !TUBE M S 6 ANCHORS TUBE MULL 4 ANCHORS MULL 6 ANCHORS TUBE MULL 6 ANCHORS CALL SIZE TIP TO -TIP TUBE MULL: UBE MULL! TUBE SIZE 2 ANCHORS 4 ANCHOR S 2 ANCHORS 4 ANCHORS 2 ANCHORS A-A(3) HORS RS i 4 ANC 2 ANCHO ISECT. A-� !SECT. A -A (4) 4 ANCHORS SECT. A- A(4) 4 ANCHOR SECT. A-A(5) SEC T. A-A(,91! 'SECT. 6 SECT. A A(6) SECT. A-A(7) SECT. A-A(l SECT. =ALl 'SEC T. A A(2) SECT. A-A(2) SECT. 1732.42 !791 .81 11187.72 21791.8 11187.72 11187.72 12 19 1/8 X 26 1336.52 732.42 1336.52 692.83 336.52 i 732.42 1336.52 209.72 1,456.46 1493.47 740.20 2493.47 740.20 740.20 13 !l 9 1/8 X 38 3/8,209.72 ------ 317.66 209.72 '429.55 209.72 456.46. 27 1.83 A i 359.41 1539.12 :359.41 539.12 1559.12 14 19 1/ 8 X 50 5/9,131.23 1131.23 ---t 1152.75 177.46 152.75 193.92 1 2.75 194.97 1319.5-5, 1460.17 '319.55 11479.33 479.33, 145 47 119 1/8 x 56 1/4:94.13 194.13 127.29 127.29 135.81 139-09 197.48 135.81 136.64 282.0 2 423.03 282.02 1423.03 423.03 1 5 15 19 1/8 X 63 65.97 65.97 .89.21 189.21 97.48 64.27 .119.85 i 90.09 90.09 212.62 212.62 296.98 365.75 _I 1 6 16 19 1/8 X 72 43.49 r5 43.49 158.81 58.81 64.27 39.83 55.84 :55.84 1131.79 131.79 184.08 1184.08 294.03 1 7 17 19 1/8 X 84 126.96 ------ 26.96 36.45 36.45 20 .39.83 1262.87 .572.13 262. 87 i 572.13 618.52 1927.78 1618.52 1927.78 1927.78 1 2 lH2 1 26 1/2 X 26 262.87 572.13 262.87 .541. !,323.48 343.74 157.93 1343.74 �371 .61 .1557.41 i 1371.61 - 1557.41 --r399.53 155 7.41 - lH3 /2 X 38 3/a 157.93 ----------- 1239.21 157.93 1157.93 1143.71 113.20 1266.35 1399.53 266.35 399 .53 lH4 �6 1/2 X 50 5/a� 97.25 197.25 1113.20 1131.51 93.89 i 113.20 1100.1.7 i 1 102.5!1 . � 100.17 ;201.45 1143.81 235.70 339.42 235.70 1H45 �6 1/2 X 56 1/4j; 69.43 69.43 193.89 - 171.53 1 71.58 88.01 100.34 207.10 . . 1 236.83 207.10 1310.65 1310.65 1H5 i 26 1/2 X 63 !48.44 48.44 165.51 165.51 8 65.86 65.86 1155.44 217.11. 1217.11 1267.38 1H6 26 1/2 X 72 ;31.79 '[31.79 142.99 142.99 146.98 --- 4 6=9 I I 140.64 1 1 95.93 11155.44 95.93 13-3.99 1133.99 1214.02 IH7 1 26 1/2 X 84 19.62 9.62 26.53 26.53 28.9 9 i 28.99 i 40.64 37 X 26 i 216.75 1471.75 216.75 471.75 1216.75 471.75 1216.7 5 1471.75 1510 1765 1510 765 1765 1431.36 22 185.12 1 22.22 250.32, 122.22 266.00 122.22 i 266.00 - 1287.57 - 1431.36 ------------ i 1287.57 4.- I 431.36 23 - - - - - ---------------- P7 X 38 3/8 122.22 173.3,4 199.17 185.36 108.37 i 85.36 1151.91 I 1200.86 i301.29 i 200.8 6 301.29 301.29 24 07 X 50 5/8 '07 173.34 151 85.36 170.28- 1 70.28 -4 '74.98 76.79 i 74.98 07.65 1176.43 254.0 7 176.43 1264.64 264. 64 245 X 56 1/4 51.97 I 97 148.70 48.7o 53.21 53.21 165.43 74.59 153.96 i 176.06 153.9 6 1;4 J, 23( - .230.94 25 37 X 63 :36.01 36.01 131.74 34.69 '34.69. i48.62 48.62 114.76 1114.76 1131.61 1160.3, 0 1197.41 26 37 X 72 1,23.47 47 _J23_4 119.46 31.74 119.46 121.26 21':2E'. .29-81 129.81 70.36 170.36 1156.97 27 37 X 84 14.39 114.39 1417.04 191.61 394.49 -_�191.61 417.04. 4.17 (Y4 - 450-85 676.28 450.85 1676.28 1676.28 1347.25 32 53 1/8 X 26 1191.612t4.14, 98.38 '201.51 198.38 Ni 8 24,4.14 2tl.50 '347.25 1231.50 a 1347.25 33 3 1/8 X 38 3/a98.38 I - 149.02 +--. 56.23 1 65.45 176.04 165.45 83.09 95 -45 111 -34.00 1231.01 t 4.00 115 231.01 1 - _T :231.01 - 34 p i 3 1/8 X 50 5/8156.23 !�3 ------- i 156.73 58.10 56.71� '81.44 133.48 192.22 133.48 1200.23 i 200.23 1/8 X 56 1/4! ,3 .39.32 *45 T39.i2 53.17 1136.40 53.17 3,9.78 148.91 155.776 lt5.08 131.60 115.08 1 1172.63 1172.63 35 53 1/8 X 63 26.92 126.92 139.78 125.6.2 !35.92 135.92 184.77 184.77 97.21 1118.41 1145.82 36 53 1/8 X 72 117.34 17.34 23.45 - ----- 123.45. :25.62 15.53 _T 21.77 _151.39 1,51.39 :i7l.78 171.78 1120.81 37 53 1/8 X 84 10.51 110.5.1 114.21 14.21 15.53 .77 SERIES 1000 & 1500 FLAN GE VERTICAL FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES TITLE: T r SHEET 2 OF 2 VFR E T MULLI_, N'S' 00 D 9 500 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON B DRAWN y: APPROVED PR T AP BY: FASTENERS REQUIRED AT EACH END. PRESSURES GIVEN ARE FOR 1.5 B) DESIGN PRE x 0p, DATE 3 1 /OE' SCALE: L V M L G PG 2 DATE: (73 1 / - __ - DWG.: - STUCCO _J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS My 1074 uDERS _ IL I SLIDING GLASS DOOR FRAME SILL 2 � —INSTALLATION ANCHOR DOOR WIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR #8 SCREWTWO BY WOOD #8 SCREW 1-1/8 MIN. BY OTHERS EMBEDMENT TWO BY. WOOD BY OTHERS 0 TWO BY WOOD SLIDING GLASS BY OTHERS DOOR FRAME CAULK BETWEEN JAMB. HOOK STRIP & SHEATHING SLIDING GLASS DOOR HOOK STRIP SHIM AS REO'D. 1/4' MAX. (SEE NOTES) SHIM SPACE INSTALLATION ANCHOR I-1/8' MIN. 1-1/8' MIN. #8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS CTYP.) CAULK BETWEEN DOOR FLANGE SLIDING GLASS & SHEATHING — 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. OTHERS BY OTHERS SLIDING GLASS DOOR T INTERLOCK DOOR HEIGHT SECTION B-B HOOK STRIP DETAIL A NOTES. 13 DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) 98 INSTALLATION SCREWS MUST BE OF SUFFICIENT. LENGTH TO ACHIEVE MIN. EMBEDMENT r - - _ OF I-1/9' INTO WOOD. TAPCQN 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 & JAMBS. / 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. / 6) IF EXACT DOOR SIZE IS NOT LISTED 1N 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 & 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. D 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REQ'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE I/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. j A 13) WHERE "x' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. EXTERIOR E L E V A T I O N 14' SECTIONS THIS NOT ALLCONAIGUBAB' & HOOK STRIP.'DETAIILE PPLYNTONINSTALLAT ONGOF ALLVER A PROVED INSTALLATION D. EMBEDMENT CONFIGURATIONS. e 0 1-1/4' MIN. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS I000 SERIES SLIDING GLASS DOOR IS -SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. - I LIBERALLY APPLY D REV DESCRIPTION DATE IN I EXTRUDERS CAULKING UNDER SILL F L11 R I D A INT.. INC. SANF.ORD FL. j 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: F 2002 ATE: I2iI�iol SCALE: NTS DWG #FLEX0027 SHT I OF ooconorn Rv. Ponn.irT t APPLICATION ENGENEERING. INC., 250 INTERNATIONAL PKVY., SUITE 250, ME ATNROV, FLORIDA, 32746, 407-805-0265 FAX 407-805-0366 _ #8 SCREW INSTALLATI❑N ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR. SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 6I PSF TO UP TO 46 PSF TO 61 PSF TO 60 PSF 70 PSF CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 4068 XX, ❑X, X0 48 X 80 76 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, ❑X, X❑ 60. X 80 6 6 6 8 8 -8 4 4 4 6068 XX, ❑X, 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 12 12 6 10 10 10 5 5 5. 5080 XX, 5080 DX, X❑ 60 X 96 6 6. 8 8 10 10 10` 5 5 5 XX, QX, XD 72. X 96 8 10 10 10 10 10 5 5 5. 8080 XX, OX, XQ 96 X 96 10 12 12 10 10 10 5- 5 5 10080 XX OX X❑ 120 X 96 12 6 12 12 12 6 6 6 50100 .XX, ❑X, XO 60 X 120 6 6 8 8 12 12 12 6 6 7. 60100 XX, ❑X, XO 72 X 120 8 10 12 12 12 6 8 80100 XX OX XO 96 X 120 10 10 8 8 8 4 4 9068 ❑X0 109 1/8 X 80 12 - 12 12 8 8 4 4 4 12068 OX0 145 1/8 X 80 14, 14 14 8 8 4 4 4 15068 OXO 181 1/8 X 80 16: 16 16 83 10 10 10 5 5 5 9080 ❑X❑ 109 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 ❑X0 145 1/8 X .96 14 14 14 10 10 10 5 5 5 15080 OXD 181 1/8 k_ 96 16 16 1 16 12 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 8 8 4 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 XXX 142 5/8. X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 10 10 10 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 5 5 5 12080- XXX 142 5/8 X 96 14 14 14 10 10 10 10 5 5• 5 15080 XXX 178 5/8 X 96ff 16 16 12 12 12 6 7 8 90100 XXX 106 5/8 X 120_12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 1204 14 8 84 4 4 I0068 ❑XXO 119 5/8 X 80I2 12 8. - 8 8 4 4 4 12068 OXXO 143 5/8 X 8014 14 8 8 8 4 4 4 16068 ❑XXO 191 5/8 X 80I8 188 10080 ❑XX❑ 11 / X 12 12 1 10 1 10 1 1.0 5 5 5 12080 OXXO 143 5/8. X 96 14 14 14 10 10 10 5 5 5 16080 ❑XXO 11 5/8 X 9 96 18 18 18 12 12 12 6 7 8 100100 ❑XXO 119 5/8 X 120 12 12 12 12 12 6 7 8 120100 OXXD 143 5/8 X 120 14 14 14. 12 12 12 12 6 7 8 160100 ❑XXO 191 5/8 X 120 18 18 19 4 4 4: 10068 XXXX 11 1/4 X 12 12 12 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 1.0 10 10 5 5 5 10080 XXXX 117 1/4 X .96 12 12 12 10. 10 10 5 5 5 12060 XXXX 141- 1/4 X 96 14 14 14 10 10 10 5 5 5 16080 XXX-X 189 1/4 X 96 16 16 16 12 12 12 5 7 8 .100100 XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 7 - 160100 XXXX 189 1/4 X 120 16 16 19 ANCHOR NOTES: 1) FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. i I i j F LO R I DA EXTRUDERS INT. IN.. SANFORD, FL. TITLE: SLIDING GLASS DOOR I� INSTALLATION WITH #8 SCREWS J(, ENGINEER DRN BB DATE 12/2I/01 DISCIPLINE: CIVIL SCALE: .N.T.S. "No- FLEXOO2�7 REv.:LETTER: SHE FL. REG. ND: d71R� T nr BASIC WIND SPEED = 90 M.PJ4. (FASTEST MILE) 110 M.PJ-I. (3 SECOND GUST) WIND IMPORTANCE FACTOR 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT S 0.18 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS +22 , -18 PSF - ROOFS +20 , -20 PSF (-30 PSF AT OVERHANGS) PLAN: 1928 VANGUARD/FOX & JACOB ORLANDO DIVISION GENERAL NOTES I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON-51TE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB —CONTRACTORS. EACH SUB —CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUE5TIONS PERTAINING TO THE DRAWIN65 AND/OR SPECIFICATIONS. 5. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING' THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JUR15DICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0". ALL I'7X11 PLANS ARE DRAWN TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE 511:;)E AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = P—O". SHEET INDEX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN, FOUNDATION DETAILS A2 - FLOOR PLAN, INTERIOR ELEVATIONS A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT A3.1 - STRAPPING SCHEDULE A4 - ELECTRICAL/HVAC PLAN, RISER DIAGRAMS A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES Si - STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS SP - STRUCTURAL DETAILS FOR OPT. CVD. PORCH VANGARD &Sl�fiY�AN� ENGINEERED BY: Fox&JACOBS ENGINEERING HOMES ^r qn a Caparros, P.E. FIor acla, Ire APR . 04, 2G1,013 mom: me _w.. designed by. nl drawn by dmw design chedmd by: aww date: 01-22-01 sheet: C of: 3\' CONC, 9A8 W/FlBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL CMU U • : �'GRADE _J 2 / 5 BARS G MONOLITHIC SLAB - CMU ONE STORY 3\' C°NC. SLAB W/ FlBERMESH 2X NO. 51UDS o le O.C. OVER B M6. VAPOR BARRIER OVER 2X' P.T. BOTTOM OVER TREATED COMPACTED FILL PLATE W/ t/2:XB' AS. 32' O/C AND O' 32' O/C M s GRADE 16"' 2 / 5 BARS 8HMONOLITHIC ONE SLAB — FRAME STORY NON LOAD BRG. WALL 3\" CONC. SLAB W/FIBERMESH OVER 6 MIL VAPOR BARRIER -3 1/2' 1 / 5 REBAR CONT. AIL OVER TREATED COMPACTED FILL W/FIBERME. 3 1 2" GONG. SLA OVER 6 MIL 1 / 5 REBAR CONT. W/ITBERMESH w VAPOR BARRIER ' t / 5 REBAR CONT. OVER TREATED OVER BARRIER COMPACTED FILL OVER TREATED GRADE COMPACTED FILL . THICKENED B NON BEARING DEPRESSED SLAB DEPRESSED SLAB X ® ENTRY - CONC. PATIOS Y NON BEARINt SHOWER Z NON BEARING 0 GARAGE zs' MIN. LAP CORNER BAR . N. LAP \ STD HOOK 5 BAR 8x8 LINTS. FILLED L1/ \ .. .. (0*5 CONT. \ d 5 HORIZ. BAR ,� \ I CMU CONC. FILLED \ TOP COURSE VERTC_AL REBAR W/i 5 ' SEE PLAN CHAIR BLOCK LB LINTEL BEAM REINFORCING SINGLE COURSE LINTEL CHAIR BLOCK UNDER FRAME 3/4=1-D' ANCHORAGE TAPCON: SHEAR STRENGTH X BLOCK TO EXT. FRAME CONNECTION (TYP. SPADING) I. TAPCON: 3/16" 0 12" EXP. BOLT: 1/z" ®ae' o.c. J-BOLT: 1/2" 0 48" O.C. X TEST REPORT M 150-20068/ PROFESSIONAL SERVICE INDUSTRIES.INC.SEE MFG. SPECS. , FOR BIT SIZES & TECHNICAL I I INFORMATION _ EXPANSION BOLTS: I I RAWLS SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT DIA. EMBEDMENT HOLLOW BLOCK 3/16" 1-1/2" 846 LBS. 1 /4" 1_ 1075 LBS. PRODUCT LOCATION EMBED DIA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR GROUTED 1/2" 1.5" 761 LBS. 1765 LBS. RAWL-BOLT MASONRY 2.5" RAWL-BOLT CONCRETE 3" 1 2" 25" 1831 LBS. 2537 LBS. DETAIL DENOTES PIPE 1 PASSING. INC. T ROUGH DETAIL DENOTES PIPE SLEEVE SHALL BE PA55ING THROUGH FCX 2 SIZES LARGER THAN 5L GROUTED SOLID PIPE PASSING THROUGI4 2 AROUND PIPE PI SLEEVE I SEE FOUNDATION PLAN I FOR REBAR QUANTITY T 5 MBAR WITHIN FOOTING i CONCRETE FOOTER W/ 25" MRd SPLICE OVERLAP (SEE FOUNDATION FLAN FOR SIZE) TYPICAL FOOTING DETAIL MONOLITHIC FOUNDATION DETAILS sV4•.I•-O• MAXIMUM SPACING OF FILLED CELLS UNGROU EO CELLS THAT CAN RESIST A 100 M.P.H. LOAD OESIGN WALL PRESSURE T = 22 PSF MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 PSJ. - AC-1. SEM TABLE 10.1 SECTION PROPERTIES 8' PARTIALLY GROUTED WALL = 95.43' (MA50NARY STRICTURES A.C.I) M = w19 /8. 5 = W'L•LX12/ 8Xr = 95.43 .1 = 10.4 FT. USE 8'-0' HORIZ. SPACING - 9'-4" CEILING MAX. (FS = 1.3) USE 6'-O' HORIZ. SPACING - IO'-0' TO 2'-8' CEILING MAX USE 6'-O' HORIZ. SPACING - 12'-8' TO 18' CEILING MAX. 4 ADD LINTEL W/ (U A5 CONT. M 9'-4' HGT. (./- 8') TH15 STRICTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE ILO MPH. 3 SEE NO GUST5 WIND LOAD REDUIREMENTS OF THE FLORIDA PIJILDING CODE 2001. �F'�;:rt �IRRI�R/Y�` ENGINEERING ' •o.� a wAam .0 o.n" OPTIONAL 3' X 42' X 4'CONC. PAD 35' X 42" X ,TING CONC. PAD- FEVE SHALL BE - ,IZES LARGER THAN 'E PASSING THROIX H HICKENED 'LAB UNDER 40'-0, 6.-8. '' � VARIES I I __________ _ I \\ PRBGAST 5.GD. \\ G THRESHOLD I \\ I \\ I 1 \\ I I \\ I I \\ I I \\ FOUNDATION SLAB NOTE: I \\ 3 1/2' GONG. SLAB H/PIBERMESH I \\ OVER 6 MIL VAPOR BARRIER ON I \\ CLEAN, WELL COMPACTED TERMITE- \\ RESISTANT TREATED FILL OR \\. ® 'RECRUIT 2' SYSTEM (TYP) \\ LAV I \\\ I CD 1 \\ I I \\ I I \\ I \\ \\ I I \\ 1 10 �NDENSER I \\ G I I \\ 1 I \\ I I \\ I \\ I I \\ I I \\ I I \\ I \\ I Vi I \\ I II 20'-3 15Ab' \\ IV 11 1 I�VA ----------------Z.. PVC rHA5E RIES TO CONDENSER W a I o wN I GARAGE v m n FOUNDATION PLAN 'A' NCITE an DOUBLE LINTEL F9T GABLE END DETAIL SHE E) E10 FT& 4' O W V. - 51 o/c -V 20'-0 3/4' \ 3/4' RECESS AT GARAGE DOOR IV-0' 6ARASE VARIES I oLL I Dam m 4' 1 ev s1.. e' do �20'-0 3/4'-0 3/4' L�--------------------f- 0 n PARTIAL FND. PLAN 'B' d 'C' V4'= 1 MONOLITHIC FOUNDATION PLANS 0� NOTES DOUBLE LINTEL ® GABLE ENLI DETAIL SHEET 52 Mon : �� .. O iD Lqm0< c o r= 111 < 7 �II U) J U � I�- _ Its W Z J OZ 0Q0 �Z0 Z) Z LL 0 0 LL LL W ay 5g - - c 0 N � r f $ [�! - cl 00l1 Sa ' I ARIES I 0 W O I I I I G I $ L---- -- -----� W-4' V-4' 3'_4• designed by. N drawn by dmW design checked by. a — date: 01-22-01 sheet: Al Of: 5FLASN KITCHEN A 5CALE- ,'=1'-0" i - = p ; KITCHEN G SCALE- 1/4'=1'-O" A6 LIGHT STRIP ! AT CPT. VANITY BATH E SCALE- 114'=1'-0" INTERIOR ELEVATIONS 0 c� e e KITCHEN B SCALE- 114•=I'-0• BATH D SCALE- 1/4'=P-0• OPTIONAL NC LOCAT;CN OO,w. PATIO—x • x _11" 18._3" (2) 2551-1(+21/ -28) EGRESS J I? Ole� CURB BATH I 2._8n 0- FLAT OPT. SHOWER I/ =1-0 MISG. OPTIONS ® I/4'=1'-O.' ALL BEE DOUBLL -- A'_ WOOD NEADERBII TO E 2" X ! D 1E9B NOTED OTFER'L^.f I I TE �1 SEE FOUNDATION PLAN FOR FILLELE D ':FLI_ IOCATION. IIIIIIIII B-O-hFf-. O`N Yt4iL NOTE: ^� ALL FRAME WALL5 TOJ12 rq 6- ^I'+ F+. �� �� e•tf3R.E. UNLESS OTNERWI5E NO AREA GALGU IST FLR L!ViNS: L�c'iera 5g$9 GARAGE= ENGINEERING COVERED ENTRY: 2i SF 2381 5F TOTAL: n n AS bf �RL1'1 : •.. M.BEDROOM. .9 o Q• L m PTNOI != r it � i I 2 "\ BEDROOM 2 ^ - I I 1 In a B' FLAT 'n f wLrj,,N y w N N I „I, I III n Ln Ill N 19 N N \ E'DX6'8 S.G.D. (+2v -2D) 8' FLAT I �_ 1'-6 3/4' s I GREAT ROOM I R's I I B' FLAT 3 — I ---IW q v i = N Qz• �Rr,Ls c —1= � wER I KITCHEN N N : - � a' FLAT 1SF: E3A TH I I D I %1 @ 2• >j" ZW RANGE EI m'NU� r 5 S B w ry W-21/2"- 'a+ B 9'-1 V2" a -T BEDROOM LRY vENr / i OL T NOTE AIR HANDLER TG HAVE MIN. OF 4' CLEARANCE CN ALL SAES AND ENCL05URE SPACE SHALL P.E MIN. 12 WIDER THAN c ° `0 GARA6E D•-ocLc--. ' FOYER a' r-LAr FLOOR PLAN 'A' �N I N� N fV DINING B' FL AT o iV-11/4'— d+ B Nm N L.IVIN6 ry 9' FLAT ry N 12'-41/4" ms #4 3'DXB'8 j NB p 12'-0 3/4" ENTRY (2) 25SH 000000 _ OLCCK BOtT. IB'-D" X 1'-0" O.H. BAR. DR.(+19/ -2_3) ------.---.--- 21_0. (+19/ -23) I6'-0" •_q. y_0• _ - E3E PARTIAL FLOOR PLAN 'B' E 'G' --11 7 V4"=r-o• n 20'-0 3/4" g (ZDX6'811 ) ENTRYIB'-D" =4, X 7-0" ❑.H. GAP— DR. OW -23) I- FRA` =PARTIAL OOI.JMN 2'-0" I6'-0" )'-4 2'-0• 5'-4" --- 2'-O° I. 6'-a° 6'-a 1n6• 13'-41/16' _ 40'-0 1/16' FLOOR PLANS d igned by: n1 b d n by dmw d c cked by'avm• A2 gI I of: NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRU65 ANC;PORAGE: NOTE: U USE (1) TYPE "G" (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (UNOJ 2) USE (V TYPE 'A' (OR tNTERcwAwABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UNOJ 3) USE EHUH26-N (OR I NTERCHAtd: EABLE TIE FOR ALL JOIST HANGER CONNECTIONS (LINO) 4) USE (3) 16d OR (3) J31 x 3 I/4" PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER (TAB) 5) GABLE TRUSSES REQUIRE (1) TYPE "A" OR (I) TYPE "C" STRAP AT 48. O/C FROM CENTER OF TRJ56 SEE POST STRAPPING ON tat AND 2nd FLR. PLANS PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR HAND NAIL DESIGNATIONS" NAIL VALUES: BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE Bbc - NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE (Ibe.) ad 103. 10d 125- I&d 149' ROOF TRUSS LAYOUT S' a 'G' a LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P-H. TC LIVE:20 psf SPACING: 24" O.C. sf T CDLIVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf DRAWN BY: KSB TOTAL: 37 psf DUR FAC: 1.25 0 0 S SCALE: N.TS. FRONT ELEVATION 'G' a+ STUGGO DETAIL SGORED BANDS LSTA-30 "D" STRAP -4 (3) TAPCONS (TYPJ HALF COLUMN DETAIL HALF COLUMN DETAIL CIINE ENGINEERING (P) 8'-0" TRU55 BfXv.� 7ENUED FINISH ON CMU • CONCRETE BLOCK EXT. WALLS(TYP) a0 6" STUCCO BAND (TYPJ EH 9y FFrz- CORAL FINISH DECORATIVE SHUTTERS SCALE: 1/4' . I'-0' SHINGLES RIGHT SIDE ELEVATION SCALE: 1/8" . I'-0" yy h� LL w� UF- Z Z) 00 F— J w (n _I (n w Z) . orf w ~ F- LL w O O O J 3 OFF RIDGE VENT 3 GABLES (TYPJ Q 0 CEMENT ((TTDTPJ TEX3 ® co� FINISH o CN TL 1.1 -------- ----------------------- C) 1 LEFT SIDE ELEVATION J 9s w Fi SCALE: 1/0" . I'-0" p� b[[ ROOF PITCH . E OFF RIDGE VENT COMPOSITE SHINGLES f9V�SiMS REAR ELEVATION CEMENT TENURED io FINISH (TYP-)FIV-um Licei , i designed 1., nl wy.ea..f'ros, P.E. drawnby- -design d ed ad by. aww date: 01-22-01 sheet A3-C . 0 4 2003 SCALE: Vd' 1'- •� s ;, ( l F-i Of: 5TRAFF i I 6 5CH PUL 5I P50N I I ' PRODUCT CODE DESCRIPTION COMPLIANCE LISTING FASTENERS DE51ON LOADS Q.135) UPLIFT MAX. DFL/SYP 5PF 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 Q LSTA30 STRAP TIE NER 413, 443 22-14d — 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34"0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 3 4"0 x 8" 6050 3145 2260 0 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 14-1061.5" (2)ply 14-10d — 11735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 1 I 17-10dx1.5", (2)ply 15-16d — 12130 1860 00 MTT28B HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A — 14455 1 4455 00 N J w W 5 -, OF. a.es down q. deAF-d by, .d ":' , 06 P. draw„ by. dm design checlmd W. aww sheet ENGINEERING ���� PRE 4 2003 LOAD TABLE MODEL 1 26 QUANTITY EQUIEMENT 13REAKER CONDUCTOR OA 2 1 RANGE 40A 2/P 8 10000 2 1 DRYER 30A 2/P 10 5,600 1 P1514WASHER 20A I/P 12 I200 1 REFRIGERATOR 20A VP 12 540 I I DISPOSAL 20A UP 12 540 I I WASHER 10A UP D 1500 2 2 SMALL APPLIANCE 20A I/P 12 3000 6 (0 GENERAL LIGHTING MA VP 14 5" I I GARAGE DOOR OPENER 15A VP 14 600 1 y PADDLE FANS (Ib) 15A VP 14 500 5UB-TOTAL(WATTS) 30)30 1 st. 10000 WATTS AT 10M. 10000 WATTS REMAINDER 40% Sf016 WATTS A.C. 3000 WATTS TOTAL 3000 WATTS TOTAL LOAD AMPS OaD AMPS SERVICE SIZE 150 AMPS 2 / 0 SER CABLE �U METER dF aW !A5 RANGE 8/3 W09 150 A MLO DRYER 10/3 W9 14 BARE PANEL SMALL APP. 12/2 W9 C.W. LIGHTING CIR 14/24 W9 TO PPL TRANS V GROLND ROD 1525 ELECTRICAL RISER DIAL./150 A 4 WIRE SERVICE ® N.TS. 2' YSR 3' VSR 1112° I.V2' LAY LAV 2° Y.TR 2 WC 3' 3' TUB 2' 3, COMB. W+V 3• KS_ LAYIIR" 3° LAV 3 3' 2° 2' 3" 3• W.G Wkt 3. 2" TLC 3' _��g 1928 PLUMBING RISER DIAL. 4 �O ® tLTS. ELELTRILAL LEGEND DUPLE% !NECEPTACIE GROUND FAULT RNDICATDR ANATER RmOF _pN TELEWSDN OUTLET M `gym -4- PNDNE OUTLET A/C pSCONNECT ® EXHAUST FAN —� "TCN —0 POWER DUTTON • { WAY SWITCH —0® DOOR BELL 3 S WAY S'TOTCN �- INCANDESCANT UONT DOOPs0.1. CHIMES RECESSED LIGHT ® SMO%E DETECTOR CLG MOUNT --.T VAPOR PROOF 10 SMO%E DETECTOR WALL MOUNT SMTCNED OUTLET © .MNCI%%I sox F___{ FLUORESCENT TIXTURE 0=3 ELEE_T PANEL FLOOD LIGN15 �CEILDYa FAN PREIIIIFE �{ ({ 6UIB) WRAPPED FLUORESCENT w 4a•x{ BY BLUR. FROM gst 30 TON 240Y 1 PH 5 KW HP NOTE: SEE ATTACHED HVAC FOR ELECTRICAL PLAN CORRECT PLAN: DO NOT USE HVAC LAYOUT ON THIS SHEET. 1/4'=r-O° V Q V !^ Q 0 W W Q �U) U_ Q V f��(1�� t- C) Z U E ro � U � W W _I W W J s 00 04 CY) ILF if 42H J WFs Ail reWslons: aa1•: a�.w� I>y designed by, rd d awn by dr— design checked by. ar— date: 01-22-01 sheet A4 Of. a 0 [A • R R 5i "g9 �REai� YW01S211�I9ga5*�as3m�kmAmIF Im o pt6 �pA1�81 FU6 ��9 SSR��§9 mIA= F��ff Fi5d 5!i � I ga ffe SSAlin ie 461 o rrm �oy������� lip 4PFE4 14�010 � �pp�m�gqm� Fig��&���o�fl�����F��ff�ff�9„4�19ff[ o R 4 W a111 11 e3�41 Q U FI-----------�� & �W�®y°5*-m oeom L E c 1191119101101 rl MEMNON 11002101000010 e���oao M l P 8 &ST- 4RGTtXXXX LINTEL SCHED. LIINOTEL LENGTH TYPE COMMENTS L 1 I-T-4" 81=12-IB/IT ALLIED LINTEL: A-G L Z T-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 3 9'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 4 l'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 5 4'-6" 81`I6-013/IT ALLIED LINTEL: A-3 L 6 l'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 1 . l'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 8 -1'-6" 8FI6-)BAT ALLIED LINTEL: A-5 L 9 4'-6" 8FI6-0B/IT ALLIED LINTEL: A-3 L 10 4'-6" 8FI6-OB/IT ALLIED LINTEL: A-3 L 11 4'-6" 8FI6-0B/IT OPT. GAR. S\/E- DR.; ALLIED: A-3 L IZ 4'-6" 8RFI4-OB/IT ALLIED LINTEL: A-3 o❑ ❑❑ P N I;i i m 0 0Rl W N RI (V Zm� %boo a N m 0" °o N rlymSo IV N ry N mdm� m m_ ---- :p ❑ UI - x�oo ry�"g N�g o ❑ nryNL�Od ❑N D '°t - �0 O !n �I �iiry QN d Ju� p 9g cli�❑ d 1� N s qq d :��kk ry k1gl py o❑m r % m e❑❑ �m�d In III Ni Kxxx---IZII m V fm_ N N p¢ N dl m O N m m ( N' y IV❑� N m fN`I N❑ �D Y�1 z oJo rvm .n 9;ne din- papa ❑-rvin Pmoa d dLa o N c W ❑ _rvmv-rwa-- J Q Q QQQQ QQQQ QQQQ Q J Q - C) Ld _j Z mm J -1 8FI2-IB/IT 8RF14-0B/IT8F16-IB/IT 8FI6-OB/IT LINTEL SECTI ❑ NS ����g Fina r7r aiii rt7 �rv�ry m 000 0 11 0 -1w Ok - - wo 0_° 00 0mc rmmm rvroomr _ IF mrvdr'� _oN� r�Oma D mo �P 'i_roprio_$m❑❑rt� or, ❑❑o❑ 0 � mP $ ao SIRE&❑m mgiry KV v mm o_ o❑L I!g ?I mm oN co I�aiJ ry _m� d mePmd9 p L IjJ _IV-m ❑ -fVmd' IN Q Q QQQQ QQQQ QQQQ Q J Q nW ❑ W kr ��gg wg`sdaUl Lwj .°i v� Z E_rrtee jai a d_ 'a�evixrsysaavn L9 L10 L11 9 REBAR AT TOP MR CU REQ'D ? 14/2" CLEAR Q3: GMll. s Y GROUT mz " 5 REBAR AT BOTTOM. F FILLED WITH GROUT / U UNFILLED .0 OF LINTEL CAVITY • • BOTTOM REINFORCING QUANTITY OF 5 REBAR AT -5/WACTU F'ROVIDED IN LINTEL r�TTOM OF LINTEL CAVITY 8" NOMINAL WIDTH (VARIES) 18FI6—IBAT NOMINAL WIDTU LQUAwll-f OF 5 NOMINAL NEK+NT REBAR AT TOP TYPE DESICNATUN L8 L7 L6 1928 LINTEL DIAG_. � IRRISAN€ ENGINEERING I V Q W z J 11 18 E S�v revisrons: wm: anmM designed by, nl drawn by: cf w design checkeA by. aww dale: g1-22-01 sheet. A5 Ot N®TES: CAST-CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS 1. F'c precast 11nte15 = 3500 psi. 2. Ft prestressed lintels = 6000 psi. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 3, f'c rant = 3000 psi Nate / maximum 3/8" aggreg. 4 Concrete masonry units (CMW per ASTM-C90 w/ minimum net area compressive strength = 1900 psi. 5 Rebor provided In precast lintel per ASTM A61S GR60. Field rebor per ASTM A615 GR40 or GR60. 6 Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1132 wire per ASTM ASIO. 8. Mortar per ASTM C210 type M or S. GENERAL N❑TES 1. Provide full mortar head and bed joints. Z Share filled lintels as required. 3 Installation of lintel must comply with the archdeatural and/or structural drawings. 4. Lintels are Manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5 All lintels meet or exceed L/360 vertical deflection, except lintels I71'-4" and longer Nlth a nominal height of 8" meet or exceed V180. 6 Bottom field added retxr to to located at the bottom of the lintel cavity. 1 1/32" diameter were stirrups are Melded to the bottom steel for mechanical anchorage. 8 Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratem�s [lased on rational design analysis per ACI 318 and ACT 530 SAFE L❑AD TABLE NOTES 1. All values based on minimum 4" clearing. 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 Imtel5 boned on 8' nominal hearing. 2. N.R. = Not Rated. 9. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads [lased on grade 40 or grade 60 field retior. S. Additional lateral load Capacity Con be obtained tly the designer by providing odd'onoi reinforced masonry above the precast lintel B. One ul rebor may be substituted for two #5 rebars in 8" lintels only. 1. The designer may evaluate concentrated loads From the safe load tables b`I ruirulotinq the maximum resisting moment and shear at d-oNay from the face of support. 8. For composite lintel heigGhts not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear Foot. s �;�,'��*• GRAVITY TYPE LENGTH 8pg BRF6-IB8R eRFIB-IBe 22-1 4'-4' (52") PRECAST 1489 1591 2982 3954 4929 5904 6880i821 49B2 64,2 1941 941E IOBIB 4'-6" (54'7 PRECAST 135'11449 r1l 2114 3600 4481 5315 6254 Ilo2 4982 6412 1941 9415 10815 5'-8" (68•) PRECAST 185 I550 2058 256fi 3015 3585 F i153 4014 6412 651E 5814 5839 5'-l0'(lO') PRECAST -65 Il9 1449 1 1924 1 2400 281E 3352 1933 2051 3811 b412 651E 5450 641I 6'-8" (8D") PRECAST BZ2 gal 1611 2923 251E 3223 3812 4522 901 1511 1 2933 1 4100 B130 81-11 6101 l'-6' (90°) PRECAST 665 l61 1311 2252 1958 2451 2944 3439 164 -1311 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 311 11249513 say 928 2119 MIS 1 3595 2815 8" PRECAST W/ 2" RECESS DOOR U-LINTELS ►rr�Rrn UPLIFT LATERAL TYPE6-m LENGTH8RU6 aRFlo-i sRFis-n 9aFl�n BRFzz-r eRFh-IRC918 8RF6(52") PRECAST 1244 IS'Ei 2413 3250 4112 49611244 1519 2339 EIM 4008 4850932(54") PRECAST 1192 ISM 2311 5121 3931 415E 853 1192 1453 2240 3D36 3831 4643(68")PRECAST924• 1112 1195 2423 3055 3689 501501 2918 a603l0") PRECAST896• 1138 n42 2352 2965 3581459 469 896 1099 IB90 2288 2891 3491 (80') PRECAST 118 882 1513 2042 2513 3101 B642 830 1100 1-18 955 1468 198I 2509 3035 1 3563 (9O") PRECAST 585 691 1325 1810 228D 2153 3221 110 941 fi88 B41 'M2 I162 2225 269D 3151 (116') PRECAST 533" 43-1 e0B I123 1413 1W4 1 1995 516 514 533 521 10139 -1369 I128 2088 2450 "REDUCE VALUE BY 15% FOR GRADE 4❑ F-IELl1 IKbbbSK 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY LENGTH TYPE 8U8 2 1 20-0 24-0 2 -0 8F84B 8F12-IB 8FI6-IB 20 241 25- -IB 2'-10"(34') PRECAST 230 316E 4413 5039 152E 9004 10412 1193E 316E 44-8 603q. 152E 9004 10412 1193E 3'-6' (42") PRECAST 230 3138 Ball 4689 60a1 IBIS 8b30 9941 316E 44-8 6039 15Z6 9004 10412[11q3r�4'-C)° (48") PRECAST 2O 2325 2496 3461 443E 5410 63842646 4413 fi039 152E 9004 104124'-6" (54") PRECAST 1651 1181 1913 2651 3403 4149 489E60394 10412S'-4• (64") PRECAST 1184 12231301 1809 2311 282E 333E1665 2889 5051 609E 54M 64245'-l0°(l0•) PRECAST 91z 1414 I689 23041459246441445458 4431 5280 6'-6" (18") PRECAST 931 1255 2lol 3263 214E D358 E1911 4555 1295 1 2101 339E 5260 1134 8995 5890 1'-6' {90") PRECAST n29 1615 23B5 1994 2439 2886 3333 I029 1615 2610 3839 559E 6613 -41 9'-4' (112") PRECAST - 632k854 1469 1210 1482 1154 2021 ibis 1818 2544 3459 403D 3121 PRECAST. r45 482 1125 915 u22 1328 1535659 1514 2081 2T14 330 2404il'-4' 636") PRECAST 598 1365 1854 2355 1193 2015 598. 1365 1854 2441 3155 4044 12'-0"(144') PRECAST 414 545 1254 i689 2014 1510 1818 555 1254 1693 2211. 2832 359D 13'-4"(16D") PRECAST 362 421 126 1028 1331 1635 R24 I418 485 1 148 101Er1438 1855 '2343 2920 I4'-�'(168") PRECAST 338 '648 919 1462 1081 a60 l00 10031114 2153 266E14'$"(m6) PRESTRESSE N.R.RNR NR NR NR NR465 155 IB10 2610 3185 3165 15'-4" (184") PRESTRESSE N.R. NR N9 NR NR NR 420695 1250 2310 R 2890 341IT-4" (208")PRESTRESSE NRNR NR NR NR NR NR 310 530 950 1400 1800 22110 2600 19'-4" (232")PRESTRESSE N.R. NR NR NR NR NR NR NR 240 400 l50 1090 1400 I120 203a 2I'-4• (256")PRESTRESSE N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1-180 2i'0 22'-0"(264") PRESTRE55E N.R. NR NR M2 NR NR NR NR I60 30a S 0 Bill i250 1660 1910 24'-0"(268")PRESTRESSE N.R. NR NR NR 'd2 NR NR NR 130 240_I 4-0 120 1090 1950 1610 NI(IT17C- 44__ UPLIFT LATERAL TYPE18F82T LENGTH 8F2-IT 8FI&4T -fT 8F241T 8F2B-1 BF32AT �a 8fa 8Fl2-2T 8F16-2T 2D-z 42 2 F32- 2'-l0"(34") PRECAST 28'1B 4101 5332 6559 ,811 90s5 2021Zo21 2184 3981 5190 6401 1630 8851(427 PRECAST 228q 3260 4231 5219 6204r4549 1251 12512215 3165 4125 5091 6061 4'-0'(46') PRECAST 1989 1925 283z 2150 3680 3583 4532 4422 5381938 52644'-6' 938 (54") PRECAST n62 25a1 3z51 4a10 a161 121 121 1660 I105 2435 3r11 3913 4658 5'-4" 1'64") PRECAST 1393• 1484 zuo nal 331s 4010 505 SOS 1313 1431 Zo50 26'l0 3293 39205'-10'(-10") PRECAST Izlz• 13s1 w3D zsas aoBa 366s 418 418 1212 135 1815 2441 3010 3583 4151 6'�i' (18°) PRECAST 1141• 1200 I133 2Z50 2169 3290 3812 lol 881 1141 1182 1684 2192 ZW3 321E 3132 1'-b" (90') PRECAST 959• 912 14-I5 1914 2354 2-191 3240 591 65l 990 i029 146E 1901 2351 2191 3245 9'-4" (II2") PRECAST 801• 612 980 1269 1560 1852 2144 454 630 801 l55 1192 1550 1910 2211 2634 10'-6"(126") PRECAST 116' 498 193 i021 1261 149E - Ilan 396 493 116I Ia3n . I359 1111 2034 Z35B li'-4" (136") PRECAST - 666•59b 899 1104 009 Isis 363 556 665905 1295 1595 1896 098 12'-0"(144") PRECAST FiOI•b31 Blb 1001 118E 1312 340 494 631 818 12119 1514 1199 208E 13'-4"(160') PRECAST 50•-932 58B E41 99l 1153 2 �8 5l3Fi02 1004 1361 1631 1891 14'-O "(168•) PRECAST 459•493 635 ilB 922 548629 922 1254 156114'-B"(Il6") PRESTRESSE 243459 591 l24 BSl243582 35-16'-4'(184")PRESTRESSE .2 115E 149' 228 218 430 553 fill 801 U285 321 228 329 542 l91 1012 1981 Ili-4" (2a8")PRESTRESSE IBB236351 464 56l BIO. 255 188 216 449 649 8l4 112119'-4"(232")PRESTRESSE 165201 Ella 401 490 5l8. 165 231 BEO 550 135 940 204 145 IB6 2- 356 433 SIZ 590 2I'-4" (25B*)PRE5TRESSE 142 212 336 411 6� 80l 993 N.R. 112 22'DT2649PRESTRE55E 140 el 180 205 268 322 343 451 418 Sol 493 111 56B 941 N.R. 161 24'-0Y288`)PRESTRESSE Ill I65 '244 312' 390 4 _l 515 N_R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 2596 FOR GRADE 411 FIELD DEBAR ALLIED LINTEL TABLES MATERIALS it INSTALLATION 1. retzr in precast lintel GR6O per ASTM A615 2. retiDr in poured b2om GR40 per ASTM AB15 3. ft for precast lintels=4000p5' 4. ft for Reid concrete =3000ps' S. concrete masonry units per ASTM C-90 mortar per ASTM C210 type M or 5 6. colculotions try: Richard 0. Newman, P.E., Rddle-Newman Engineering Inc. 1. shore all composite lintels 4" ❑.C. 8. oil composite beams calculated with 1#5 in top of beam 9. safe loads based on nominal 8" tearing (4" minimum). lo. all loads shown. in pounds per linear foot II. for lengthes not listed use next longer length for sale load FIELD REBAR 45 GR 40 w m F C.M.U. a Q CONCRETE FILL w FIELD REBAR j .5 GR 40 1-5/8"n 'W ' l 1 E.E. f- Food dui Licef so 9 39' ., RQ4203 ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"xa" UNFILLED 8"x8" FILLED 8"X12" FILLED a"xtc" FILLED a"x2D" FILLED 8"x24" FILLED rX2V FILLED a"x32" FILLED A -I 2110" SS49 B251 10125 12000 120110 12000 12000 12000 A-2 316° 3838 3858 S231 8552 11440 12000 12DOU 12000 A-3 4'6" 2081 1914. 3361 461E 618E 1269 86OI 9924 A-4 5110" 1128 1080 1810 2483 3336. 3913 4631 5350 A-rj 1'6' 902 1056 1844 2542_ 3294 4029 4190 S522 A-6 9'4" 636 1112 1534 1994 2436 2902 334E A-1 1016" 483 841 1110 1522 1851 221-1 2556 A-8 11'4" F421 E 12 1125 153D 2002 2455 2931 3389 A-9 12'8" 488 900 1224 IB04 1968 2360 2121 A-1❑ 13'4" 419 ll4 1053 1381 1692 2024 2341 A-11 14'0" 313 690 938 1233 I510 1808 - 2091 A-12 14'8" 308 618 842 IIO8 1952 1624 1819 A-13 11'4" 2l2 43B 611 808 988 1188 13M A-14 19'4" 2511 j2853 495 850 1138 1408 1698 198A-IS 200' 2Z5 5 4l3 l84 1D52 1300 ISlO 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LATERAL LOAD UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED 8X8 FILLED LINTEL N0. LENGTH a"xa" 8"x8" 8"X12" a"xle" 8"x2D" a"xza" 8"x29"F184 A-1 2'l0" 309E 3150 9194 10000 IOODD 10000 10000 4408 A-2 3'6" 1835 181E 5445 10000 1000o l0000 10000 2592 A-3 4'6' 1018 1051 4224 5900 82113 9440 10000 1415 A-4 S'10" 5l5 603 2380 3319 4300 5303 616E 111A-5 l6 E145 310 1421 1918 2552 3514 3661 661' A-6 9'4" 228 934 129E 1665 2059 2542 2941R423A-1 l0'6' 185 156 1049 1341 1662 2025 2341A-8 II'4• 303 652 911 1110 1452 - I151 2028A-9 I2'8" 241 t282 615 l60 991 1232 1454 1695A-I❑ 13'4" 253 510 103 892 H09 1303 1509 A-11 14'0" 225 413 652 824 1028 119E 1385 288 A-12 14'8• 191 1 218 442 609 169 955 IID6 1280 262 A-13 11'4' 14S 253 351. 483 605 l55 842 914 185 A-14 - 19'4• - 184 214 308 420 525 65l 115 8Z6 213 A-15 20`0" 1"14 203 1 504 630 680 185 198 0 g�- g';� S aatr a,.w, q: designed by. N drawn by dmw design checked by. aww dale: 01-22-01 sheet: - A5.1 Of: J END RAIL NOTE 6 GENERAL : L LIVE LOADS: ROOF: 20paf FLOOR 40psf STAIR 40paf 2. WIND SPEED 110mph 3- guata 3. ALL WORK TO BE N ACCORDANCE WITH THE F.B.C. 2001 CHAPTER I6. 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE : L ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 310 2- MIX DESIGN CRITERIA: ALL CONCRETE TYPE 1 PORTLAND CEMENT. (ASTM C 150) COMPRESSIVE STRENGTH a 28 DAYS 5WALL BE 2500 pal FOR SLABS AND FOOTINGS AND 3000 pal ELSEWHERE (U.0)4>. MAXIMUM WATER -CEMENT RATIO BY HEIGHT FOLLOWS: SPECIFIED NON -AIR AIR COMPRESSIVE ENTRAINED ENTRAINED STRENGTH (pal) CONCRETE CONCRETE 2500 0.61 054 3000 058 0.46 SLUMP -SLAB ON GRADE 5" OTHER 5• WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES N COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33' 4. FIBERMESH FOR SLAB TO BE AT A RATIO OF .15 1-551YARD. FOUNDATIONS : L FOOTING DESIGN BASED AN MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 psF. 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 51.15GRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4. STEPS N 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: L DESIGN, MATERIAL AND WORKMANSHIP SHALL BE N ACCORDANCE WT14 THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 530.1 2. CELLS INDICATED TO BE FILLED 514ALL BE GROUTED WITH 3000 pet CONCRETE. (8" TO 10" SLUMP) 3. PROVIDE 25' LAP FOR STEEL O ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. 5. CONCRETE BLOCKS 5HALL CONFORM TO ASTM C-90 (28 DAY STRENGTH 2O00 pal) (M%1500 pal), LAID IN RUNNING 50ND- 6. MORTAR SHALL BE TYPE N. 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UN.O. 1000D : L ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REOUIREMENTS OUTLINED INTHE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. THE WOOD TRU55E5 SHALL BE SIZED AND DETAILED TO FIT THE DIMEN51CNS 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 PROFE55IO NAL-ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES SOUTHERN PINE 5URF`ACE6 DRY USED AT 19 a MAX. M. C. GRADE NO] OR SPRUCE PINE FIR SOUTH GRADE NO2 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF T14E SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS- (HUGHES CONNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CON5TrdICTICN SHALL BE A MINIMUM Or 1/2" DIAMETER AND 6" N LENGTH (ASTM A-301) WITH MIN. 1 0" DIAM. WASHER UN.O. 1. PROVIDE FRAMING MEMBERS OF 5IZES AND OF SPACINGS SHOW, OR IF NOT SHOUIN, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. B. ANCHOR AND NAILING AS SHOWN, AND TO COMPLY WITH THE RECOMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. S, ROOF SNEATHINGt 1/I6" OSB OR 112' 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 COTNFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE GALLED TO THE ARCHITECTS ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS NSTRICTION5. 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 8d NAILS AT 4' ON CENTER R-15 INSUL SHINGLES OVER B• FELT OVER IA&' 0513. OR I/2" -DX WOO TRUSSES STRAPPED A6 5HORtN ON TRUSS LAYOUT DO P.T. OVER DC8 CDR OR COW ALUM FASGA OVER 2X6 SUBFASCIA W/ CONT. ALUM VENTED SOFFIT DRYWALL OVERDO FURRING LINTEL BLOCK OVER R-5 HSUL- WA - 5 BAR WINDOW UNIT PRE WITH (1) • 5 WHEN 6 FT OR GREATER 3-1/2' CONC. SLAB PRECAST GONG. SILL OVERW,FIBER'ESH OVER 6 MIL VAPOR BARRIER OVER TREATED MASONRY FINISH OVER CI'tU cm BLOCK W/'5 DOWELS COMPACTED FILL I I - SHOWN LOCATIONS ON FOUNDATION PLAN ;.W V. •. m t GRADE 2 • 5 BARS WAW WALL SECTION 0 WINDOW - CMU ONE STORY LIMITING HEIGHTS EXTERIOR "2 STUDS SITE STIR MATERIAL 4 O/C 5_pACING nAx Hr. 59E $TW MATERIAL 4 O,C 5PALNG nAJ�HT _ 2• X 4• SPRUCE, FIR 24' O/C 8'-4' 2" X b' SOUTHERN PK 24' 0/C 14'-0' 2" X 4' SPRUCE, FIR I6. O/C 0'-0" 2' X b' SOUTHERN PINE W O/C 11'-0' 2" X 4' SPRUCE, FIR 12' OX I'-8' - 2' X 6' SOUTHERN PINE U' O/C B'-8' Y X 4' SOUTHERN PINE 24' 0/C 91-0" 2' X 8' SPRUCE, FIR 24' O/C 2' X 4' SOUHffRN PRE WO/C Ir-0' 2' X 8" SPRUCE, FIR 16' OIC 21'-®• 2' X 4' 50UTHEFdN FINE 0' O)C Q'-W 2' X 8. 5PRl10E, HR 12' O/C 24'-0" 2' X 6' SPRUCE, FIR 24. O,C 8'-1" 2' X 8. 5OUTHER1 FINE 24" O/C 1'-4' 2' X 6' 5PRICE, FIR 16. 0/C 1 .-0' 2' X 8' SOUTHERN PHE 16' O/C 2 X 6' SPRUCE, FIR R' O/C 15'4" 2' X 8' SOJIHERN PINE IY' O/C *OT�ZEFWIS�E NLESS D ON FLOOR PLAN' ANCHOR 130LT LINTEL BEAM WA • 5Ct AU WALL GER MR FLAN ®ow MBH MASONRY BEAM HANGER WOOD TR155 STRAPPED •_ PLATE . '��0■I■4�I■Q.I� - - • -_--IIIIII■-- KW FRAMING 8, STRAPPING KNEEWALL OVER CMV NOTE: F A BLOCKED DIAPHRAGM ZONE 15 CALLED FOR ON ROOF PLAN PROVIDE 2x4 BLOCKING • ALL PLYWOOD PANEL EDGES H HAILS • 4' O.G- FOR BLOCKED DIAPHRAGM ZONE 1 NAILS AT 4" 1 OR 8d NAILS AT 6' O.G. OR EQUALNALE-NT PNUEMATIC NAIL EQUALNALENT PMEMATIC AT SUPPORTED EDGES AND 9 I NAIL AT SUPPORTED EDGE5 BLOCKING, AND O' O.C. FIELD .AND R' O.G. FIELD FOR FOR SHADED AREAS OF ROOF OTHER AREAS OF ROOF V, TA6• ose ew:anlaG 0 0I ROOF SHEATHING NAILING RSN PROOF DETAIL 4'-0' FIBERGLASS SWNGLE5 OVER B• FELT OVER 1/I6' os6 OR 1/2' -DX WOOD TRUSSES STRAPPED - AS SWOUN ON TRUSS VR-19. LAYOUT 1/2• DRYWALDO P.T. OVER DCI3 CDR OVER 2X6 5UBFASGIA DOUBLE2XW/ CONT. ALUMTOP PLATEVENTED SOFFIT DBL. 2X8 HEADER FOR W-6" MAX OPENING, WINDOW UNIT DBL 2XIC HEADER FOR 5'-9' MAX OPENING UN.O. T6' STUCCO 3-1/2' LONG SLAB W/FIBE(d'E5H p R 6' FELT OVER OVER 6 MIL OSB OR IFA M VAPOR BARRIER 2X WOOD STUDS OVER TREATED • I6'O.C. W/ R-II INSUL. S COMPACTED FlLL 2X P.T. BTM. PLATE S W/ 1/2' X 8" AB. 32' O/C GRADE X-'=Y Z • 5 BARS WALL SECTION - FRAME WB ONE STORY -MONOLITHIC OSB 2" CDx SPACING rERMEDIATE LING w5 EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL FRAMING 9 24" O/C) R-19 MUL. In' DRYWALL 'ry' DR1'WIALL OVER DO RIBBING - OVER R-5 NSULATION 3-liV OONC, SLAB U W/FIBER-1ESH I OVER 6 MIL a VAPOR BARRIER OVER TREATED 9 II COMPACTED FILL 1 3-vC • I 2 •5 BARS WALL SECTION - CMU WA ONE STORY -MONOLITHIC O" 111 10-M NAILS • WALL STUDS 1 HEADER r- uv H-Imd NAIL6 IF TI FIBERGLASS SHINGLES OVER 15' FELT OVER l/I6' 0.5.B. OR 1/2' COX WOOD TRUSSES STRAPPED AS SHOWN ON TRUS5 LAYOUT DO P.T. OVER DCS CDR OVER 2X6 SUBFA5CIA W/ CONT. ALUM VENTED SOFFIT LINTEL BLOCK WA • 5 BAR MASONRY FINISH OVER C91 BLOCK W/'5 DOWELS SHOWN LOCATIONS ON FONDATION PLAN -132C.F FRAFRYa riQ1BER5 (SEE CONNECTOR LHART SCHEDULE FOR TF1W STRAPS) -DOUBLE TOP PLATE 1/16' 05B OR COX PLYWOOD EXrEROR SHEATHING NAILED IN IOd GALV. • 4' OL, EDGES AND 0' OL. FIELD r WALL STUD W/13) W2' C 4OR BOLTS TO 13LC CK 1/2' DIA. x 8" ANCHOR BOLTS EMBED 6• MR INTO FOUNDATION W/ 2'x2'.IIW WA5H625, LOCATED WITHIN 6' OF EACH END AID 32' OC.MAX ELSEWHERE V' STRAP EVERY "Q' UV 10-10d 2x4 P.T. BOTTOM RATE OTHER STUD NAILS • BOTTOM OF WALL 1 HEADER STUDS TYPICAL 'FRAMING AND CONNECTIONS FOR OPENINGS BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.G. REMAINDER TO BE BLOCKED AT Sr." O.C. OR RAT RUN. FASTENING: FASTEN FLOOR SHEITH�NG?Cbfl?teYilhlrlCs (�D!'�0�� P.E. WITH Sd COMMONS OR 8d NOT DIPPED GXLif,4NIZED NAILS AT THE FOLLOWING SPACING: 1) 6" ON CENTER AT ALL PANEL EDGE FRAMI - 2) 12" ON CENTER AT ALL INTERMEDIATE FRAM p L BLOCKING@ 48" O/C MAX. IN FIRST THREE F@©a 9u FRAMING SPACES 4 96" O.C. THEREFORE FLOOR BRACINC-s AT ENDWALLS P.T.2X6 tW W' DIAM "? ORE]"IBED.0yPi OLTS • 48' MAX UU 6' BY eaRING �(T1 111 _r of LPT N4F1119Q to o P.T. 2X6 W/ I!2' DU41. 'J' BOLTS a 4W MAX IUD 6' o MR EMBED. (TYPJ 0 DETAIL: TYPICAL JAMB FASTENING lT OVERHEAD GARAGE DOOR L '. THESE REQUIREMENTS APPLY tUFNf:T,N, 1 WINDOW/ DOOR MANUFACTURERS FAST*E14; G' METHOD IS NOT SPECIFIED. PT x BUCKS FOR WINDOWS AND DOORS L)NAIL W/ U09 DIA OR HEAVIER POWER NAILS 8' O/C AND 3" MAX. FROM ENDS TYP. W/ I' MIN EMBEDMENT INTO BLOCK 2.) ALSO ADD 3/16• DIA SELF TAPPING CONK. ANCHORS THRU WINDOW) DOOR FRAME EIGHT (8) INCHES FROM ENDS MAX AND FORTY (40) INCHES MAX ON CENTER W/ 1' MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW TO BUGH W/ •10 SCREWS MAX e" O/C AND MAX 8' O/C AND MAX 8' O/C FROM ENDS. PT 2X BUCKS FOR WINDOWS AND DOORS (ALTERNATE) U INSTALL 3/16' DIAMETER SELF TAPPING CONK. ANCHORS EIGHT (8) INCHES MAX FROM ENDS AND 24" ON CENTER MAX W/ 1' MIN. EMBED. INTO BLOCK FASTEN WINDOW/DOOR TO PT BUCKS WITH'10 SCREW5 8' O/C MAX AND MAX 8" FROM ENDS W/ I' MIN. EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENING AND 35 PSF RATING) Ln mN N m T2U _ c :•o ^Nx[" sag 00 FPS Ui M _f5 _O 1_l 8 1 Jh � I,I N revis® designed by. M drawn by. dmw design checked by aww data: 01-22-01 sheet: S1 Of: 2.4 LEDGER TO n1j-.r- CHORD SLOPE OOCKING o 48" O.C. ATTACH TO WEBS RACE OF (2) 10d NAILSHED UI/ IOd NAILS .C. TYPICAL E TR155 WEB G SECTION SINGLE "L°-BRACE DETAIL 2xi 3 4EATNING t4 SPFWCE OR BETTER ATERAL BRACES • 4'-0" I.C. ATTACH (2) 16d TOENAILS ad NAILS c 4" OZ. DOUBLE LINTEL s GABLE END W/ (1) 5 N EACH COURSE 5 VERT. BAR 'SEE PLAN FOR LOCATION) TYPICAL CABLE ATTACHMENT TO CONCRETE END WALL Nog: THIS INSTALLATION 15 N ADDITION TO BRACING RECUMEMENTS OF TRU55 MANUFACTURER 1/16. 055 _ OR 1/2" CDX SADDLE C(7NT. 2X4 NAIL H — CRICKET TO EACTRU56 MEMBER W/4 10d NAILS E.4 CONT. 2X4 NAIL TO EACH TRU55 MEMBER ROOF TRU55 GHI �l T/16' SOLID ROOF TRU55 0515 OR 1/2" COX FRAMING SECTION THRU CHIMNEY CH INTERIOR CHIMNEY Cfi� ICD INTERIOR CHIMNEY DETAILS 2x4 LEDGER TO MATCH BOTTOM 2x4 BLOCKNG • 48' O.G H CORD SLOPE OF SCISSOR TRUSS ATTACH TO WEBS WITH CLUSTERS "L' BRACE OF (2) 10d NAILS ATTACHED W/ 10d NAILS • 4" O.C. TYPICAL GABLE TRUSS WEB )3 SECTION - DOUBLE "L° BRACE DETAIL GABLE TRUSS SIMPSON A35 a 3'-0" OG. Np pr OR 2.4 SPRIGE OR BETTER V2" CDX LATERAL BRACES a 4'-0' STRAP TIPS "D" O.G. ATTACH (2) Ibd TOENAILS (48" OO) 10d NAILS s 4" O.0 1Od NAILS • 4° Of- 2x4 DRYWALL NAILER DOUBLE 2.4 TYPICAL CABLE ATTACHMENT TO WOOD FRAMING END WALL NOTE= THIS INSTALLATION 15 N ADDITION TO BRACING REOUIREMENTS OF TR1155 MANUFACTURER UPLIFT ' OF MT5I6 MIR M NAILS MIN. I OF 3/16" FROM TRUSS STRAPS TO PEAT. TAPCONS TO GMU MANUFACTURER (SIMPSON) (EACH STRAP) (EACH STRAP) 0131 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 CMU WALL THEN A SIMPSON MT516 CAN BE SUBSTITUTED FOR EACH MISSED "A" STRAP ITYP. U.ONJ PLEASE SECURE EACH MT6I6 STRAP FOLLOWING THE ATTACHED TABLE AND ACCORDING TO THE UPLIFT SHOWN FROM THE TRUSS MANUFACTURER INSTALL ALL TAPCCNS WITH I-VL' MIN. EMBED. LINTEL BEAM W/ (1) 5 51MF'SON MT516 ATTACH TAPCGNS EVERY OTHER HOLE NOTE: TAPCONS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS MS MISSED "A" STRAP DETAIL PROVIDE 20 Ga. GALV. FLASHING FOR T'R1S5 TO SIT ON CMU ROOF SHEATHING OVER TRUS! (SEE NAILING ZONES) BAC",IAIL W/ (2) Ibd NAILS 'L" BRACE TO EXTEND AT LEAST W% OF WEB LENGTH (5EE TABLE) 2.4 PANEL) ROWS OF o U5 O.C. / FOR THE L ROWS OF - 48' . . FROM EA END TYPICAL ATTACHED W/ f2) V cI TOENAILS GYPSUM WALL BOARD A SECTION 2,8 P.T. LEDGE 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 5NOUNI ON PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6" MIN. EMBED. AND 3/4.7 HOLE INTO BOTH THE ESOIJD BEAM AND THE FOOTING TOP OF BOND BEAM ------- - BOND BEAM W/ . (U 5 CONT. PROVIDE 25° SPLICES ITYP) FILLED CELL UP 8" CMU WALL—� (U sy VERTICAL EPDXY GROUT 5 F INTO FOOTING AND BEAM W/ 6' MN. EP OF FOOTER NOTE: EPDXY GROUT 54. U BE INSTALLED N STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOhfiIENDATIONS. MFC MISSED FILLED CELL DETAIL ® 24" Or- 2x4 BLOCKING 6 EA SIDE (TYPJ \ GABLE FA — OSB 544EAT14NG 2x4 CCNTIM10U5 I6. O/C O EA SIDE (TYPJ BLOCKING O EA SIDE (TYPJ U.T. ®24" O_C. CMU WALL CHIMNEY DETAIL CONNECTION TIT-5. 1/16" 055 OR V)" CDX 2.4 DIAG. BRACE - 48O.C. W/ (4) Imd NAILS • EA END o FIRST TWO BAYS TRUSS �10d NAILS • 4" OL. DOUBLE LINTEL o GABLE END W/ (1) 5 N EACH COURSE 1/2" X 8" WEDGE ANCH S 32" O/C (U 5 VERT. BAR (SEE FOUNDATION PLAN FOR EXACT LOCATION) 24' 5 AT 45" 124" OL. 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 FIND. BRACE EXTERIOR SIDE OF WALL DURING 8" COMPACTION OF THIS AREA 5 e 48" OIC.----- FLOOR PLAN a /� T/16. OSB ), 2-2X4— TOP PLATE OR t/2" CD 2-2x4 TOP PLATE 2X4 STUDS VI6" 055 16' O/C OR 1/2' CD 2X4 DI /� CR BRACE ZZXd STUD 2X4 P.T. ,BOT. PLAT J-BOLTS AS SHOWN STRAP STUD W/-B- HURRICANE CLIP TO TOP WALL 4 BOT. PLATE CMU WALL WALL SECTION Q FRONT ELEVATION 51D EXTERIOR CHIMNEY DETAILS ELEVATION ECD 'L' BRACING REQUIREMENTS 5T1D SPACING NO "L" BRACE (U 2x4 %-' BRACE (2) 2x4 "L' BRACE f2) 2x6 'L' BRACE I6" 0-0" - 4'-5" . 4'-5" - W-0" I 8'-0" 24" 1 0'-0" - 4'-0' 4'-0., - 6'_l" 6�_�.. _ 81_1.. 8'-10" - 12._8" A NOTE, -L' BRACE MU5T EXTEND AT LEAST SDI. v wEn L.crvcsNi GABLE TF2U55. PITCH SEE ELEVATION ly::— "L" BRACE U E F AT 1Z A (SEE SCHEDW.E FOR SIZE AND LOCATION) — CONTINUOUS BEARING GABLE END BRACING DETAIL WIND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" 6A OR OR SEE PVzR, T SIZE (1) 5 CONT. PROVIDE OPEN HEAD JT. AT 48" OL FOR WEEPS -SLOPING GRADE AWAY ,FROM HOUSE CONT. AS 2•_0• 3' L RE AR SF40UIJ �7r" ALL REBAR (TYPJ RETAINING WALL AT PATIO R WP ATE: BRACE 91DE OF WALL ADEQUATELY DURING COMPACTION FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR T DAYS AFTER PATIO SLAB 15 POURED l)TRIC 1i1 !.{r ENGINEERING (4 7) 774- TAX: (a» 774- 77 P.O. BOX 161613 ALTAMONIE SPRINW P. 32716 T110N(S A MII)MM PE/ 47619 (2) SIMPSON T$22 (243OLb. max UPLIFT) or GIRDER (2) HUCsHES RT22112 (2WOLb. max UPLIFT) or ANNNNNNffffff (2)SEMCO ADS-2 (3412Lb. max UPLIFT). B] I 2x4 POST FcA-E /4 P DOUBLE? lll"ITj'I� PL +A �FC;R�➢lI` Tld'Y��OC �Li F�P�r®.�91 f PLATE J V 5" MN !I EMBED DETAIL for (2 SUBSTITUTION, for (I>tl g GIRD 11B+G k N9(f1� U m o Oa� U) J Q U) FF--WQ' W C) W C) W W of Z _j /�/� W 2 W U0 cif Z :a� ws4La, -I :g`s W s 04 O 0 �5 � L -I E=f6 3oa EB i revisions: W nQ 1� designed by: nI drawn by. dmw design clledced by. aww date: Ot-22-0t w sheet: S2 Of. t FIBERGLASS 5NINGLE5 OVER I5• FELT OVER l/16" O.SB. WOOD TRUSSES STRAPPED AS SHOWN ONTRUSS OUT IX2 P.T- OVER IX5 CDR OVER 2X6 3/5" RGFI. SAU.N PINE SUBFASCIA OR IR" EX, GRADE W/ CONT. ALUM. DRYWALL VENTED SOFFIT SEE FLR. PLAN DBL. 2X5 HEADER FOR STRAPPING FOR 4'-6" MAX. 3 1/2" CONC SLAB - HEADER FOR 5? S"0 W/FIBERMESH OVER MAX OPENING U.N.O.6 MIL: VAPOR BARRIER 3 1/2" CONC SLAB OVER TREATED WOOD POST W/FIBERME5H ON WOOD POST GLEAN, COMPACTED PER FLOOR PLAN COMPACTED FILL PER PLAN FILL W/ MONOLITHIC WRAPPED W/5TUCCO S FTG. W/ 2 • 5 BARS ® OR ®OR © SEE OFLOOR PLAN (SEE FLOOR PLAN)- OR POST SIZE J I5 JI GRADE GRADE R� 2.5 REBARS OTHICKENED SLAB AT KSCP SECTION 0 COVERED PORCH BEARING PORCH POST TYPICAL STUCCO 1�_ 2- STRAP TIES FINISH (ALTERNATE O R/S CEDAR FIN15H) (ONE EACH SIDE) PER FLOOR PLAN /�RPOtSIZEQ GONG SLAB EPP ELEVATION � REAR PORCH POST (MONOLITHIC DETAILS SIMILAR) U) J_ Q w T� 2X4 BLOCKING o 2410.C. 2 ROOF TRUSS (TYP. LATERAL SUPPORT U e TOP OF FRAME WALL (2) 12d NAILS TO ROOF TRU55E5) (TYP-) - 2)12.1 NAILS (TYP.) O 1/t° DRYWALL 2 - 2X TOP PLATE a W/ °Q" 32" O/C 1/2" DRYWALL R-11 MATT INSULATION 0 1/5" STUCCO OVER METAL LATH \ OVER 15• FELT OVER 0.5B. e TOP OF FRAME WALL ! ) 2X STUD5 16" O/C 2 .. ., 2X -MOTT. PLATE -W/ `"' In"X5". AB. 32 O/G 32" O/C - - INTERIOR Cf x-. x S as ✓.. Qe� EY A AU NB BRACING AT NON LOAD BRG: EXTERIOR WALL DETAIL o0 's Q v o ss gY 7� EeE� 3s`3� revisions: acro: drawn M. designed by-.d drawn by: dmw design €._.+ civ °' a•�X, ... (� wiz C 4�4a tV ?I�r�tuC� SD��..'f`_P.E.checked by:aww 1. dam: 0�-22 Dt WNRISANE sheet: ENGINEERING S P APR ,' 2r 3 Of. ;_rF�_ SANF"D NUILOING DEFT. THESE PLANS ,->E RE.t-'!=:,' ACCEPTED FO;a , rRt4' FD AND CONDITIONALLY CONSTRUED TO ' `gMIT ISSUED SHALL 6E THE WORK AND dE _ , aE TQ PR CANCEL. ALTER,OOR `, rmORITY TO VIOLATE, PROVISIONS Or ,'IE TECH ASIDE ANY OE THE ISSUANCE OF iICiL CODES, NOR SHALL DEPT FROPf A PERMIT PREVENT THE BUILC)I,g(- TION OF EI ROB `'rTt ,2 F= '�UIRING A CORR<< OTHER VIO I THE P --l"IS CONSTRUCTIO.. IHTID' S OP THE CODES.