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117 Bristol Forest Trl (3)
PERMIT ADDRESS _/j &Jbi AGMSftf CONTRACTOR ADDRESS Centex Homes 385'Douglas Ave., Ste 2000 " Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION LAMmroe PERMIT # (D`f ` �' 5,3 DATE 0 � C ; PERMIT DESCRIPTION h PERMIT VALUATION SQUARE FOOTAGE [� d 3 M �� � raurton�rwterc�r IGRATED City of Sanford Certificate of Occupancy This is to certify that the building located at 117 Bristol Forest Trl for which permit number 04-1493 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden 07/28/04 Engineering: D. Richards Public Works: R. Buckner/joc Utilities: R. Blake Fire Department: Zoning: 07/30/04 07/29/04 07/29/04 Centex Homes ` )3` . "f--Qllnl `, 08/03/04 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: 07/27/04 o- PERMIT #: 04-1493 4 ADDRESS: 117 Bristol Forest Tr CONTRACTOR: PHONE #: Centex Darren 407-466-9799 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. ngineeri 7 3c} o ❑ Fire N/A ❑Public Works OZoning N/A. ❑Utilities ❑Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) D qa 7�� 1q CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION � **** SINGLE FAMILY RESIDENCE**** DATE: 07/27/04 PERMIT #: . 04-1493 ADDRESS: 117 Bristol Forest Tr CONTRACTOR: PHONE #: Centex Darren 407-466-9799 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑ Fire N/A_ ublic Works 8 , ❑Zoning ❑Utilities ❑Licensing N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) t I 1 CERTIFCATE OF OCCUPANCY 1 REQUEST FOR FINAL INSPECTIONn s ; **** SINGLE FAMILY RESIDENCE**** ►�- c "-= ' ' DATE: 07/27/04 � " �� e PERMIT #: 04-1493 ADDRESS: 117 Bristol Forest Tr a> V a. 0- CONTRACTOR: Centex ®® PHONE #: Darren 407-466-9799 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑ Fire N/A_ ❑Public Works ❑Zoning N/A tili es ❑Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD 7/29/04 . Address Misc. Information Inquiry 12:01:20 Location ID . . . . . . . 248325 Parcel Number . . . . . . 22.19.30.502-0000-0840 Alternate location ID . . Location address . . . . . 117 BRISTOL FOREST TR Primary related party Type options, press Enter. 5=View detail Opt Description Free -form information _ PLANNING & ZONING COMMENT PRESERVE AT LAKE MONROE _ CUSTOMER SERVICE NOTES ************** LOT 84 ************* _ CUSTOMER SERVICE NOTES SW DEV FEE $1700.00 WA DEV FEE $650.00 _ CUSTOMER SERVICE NOTES BP04-1493 PD 4-6-04 SEE REC#6592 _ CUSTOMER SERVICE NOTES 3/4"WA METER SET FEE $190.00 PD 4-6-04 CUSTOMER SERVICE NOTES REC#6592 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel 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: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 117 BRISTOL FOREST TRAIL . CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 84, 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 61. NFIP COMMUNITY NAME &COMMUNITY NUMBER 62. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12117CO035 E 4/17/95 4/17/95 X N/A 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): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Bamer 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, V1700, V (with BFE), AR, AR/A, ARIAE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. " Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 14. 3 ft.(m) o b) Top of next higher floor N/A _ft.(m) V o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 14. 0 Nnn) 00 0 o e) Lowest elevation of machinery and/or equipment u, servicing the building (Describe in a Comments area) 13.7 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 13.3 ft.(m) z 0 g) Highest adjacent (finished) grade (HAG) 13. 7 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 u 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: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & ADDRESS CITY STATE ZIP CODE 1030 N. ORLAN D VE UE, SU B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 7/15/04 (407) 426-7979 FEMA Form 81-31, January 2003 I 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 117 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 agenUoompany, 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. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The 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 official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE 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 Cerfi', cater Complete the applicable items) end sign below. G1. `❑ The inl[ mation in Section.0 wa§16 ken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local laVTO certify elevation l rfon;�iation. (Indicate the source and date of the elevation data in the Comments area below.) G2. ] A oommuniy official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. ❑ The following info"ma,tion (Items CM-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: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS El Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions e ! PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 84, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE` THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 85 10 A=9°10'21" L=44.03' R=275.00' CB=S80°47'49"E C=43.98' CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC` 22.83' ',�i9°58 , (UNpLATTED PER 1 N15 PLAT) 53.28' „ S89.5 SOT 84 I 1 7766 50. Ft. t � -+ - I GRAPHIC LE ul N O 0 15 30 1 io 0 11 I D 1 I 13.2 13.j.11 9 . 141 .. 40.0' 1 D .5Ic 1 u! 1 1 I o of z D1 I 0 0 ml ONE STORY ; m g LOT 83 C5 y , CONCRETE BLOCK o L. w V 1 1+ Z I o y 1 RESIDENCE FINISH FLOOR I m - u10i I m N Q 1, ELEVATION=14.28` -Zi � 1 �1 I' COVERED 73. 1 0' ' Ina - 1\6.3'1% j*6 20.0' 5.0' :-CONCRETE DRIVEWAY' -1-------- N - L- 10' 'UTILITY - EASEMENT WALK IS `...?:q�.;sw„'.':•". i'i..'',' WALK IS ON LINE 1 O 0.2' OFF 1 p=4'38'42" Zoi - - L=20.27 ':I N R=250.00'. �I o. -d_3059,4g. CB=58T42'20"E.oiq. 0 �5 L=135.25' 1=20.2fi - mi R=250.DO. PCV- - y- -/ 4=35'38'30" - �_ - CB1336j53'OS'•E �/ L=155.52' R=250.00' CB=S72'12'26"E C=153.02' RECHTRU/y` \ OF' K'AY BRISTOL FOREST TRAIL \ �T N 0 TE • 50' RIGHT-OF-WAY 1. ALL DIRECTIONS AND DISTANCES HAVE I BEEN FIELD VERIFIED AND ANY LEGEND INCUNSISTEN01:3 HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 07-14-04 UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 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 PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 84 BEING SOO'01'41"W PER PLAT. (FIELD DATE:) 04-01-04 REVISED: SCALE:-1" = 30 FEET APPROVED BY: SJ FINAL 07-14-04 VIA ASM39698 JOB NO. FORMBOARD 05-02-04 VH - PLOT PLAN 2-6-04 SDO DRAWN BY: LOT FIT 12-16-02 CK8 — — BUILDING SETBACK LINE - FND NAIL AND DISC - - CENTERLINE- Q - LB #68 (07/14/04) - - - RIGHT OF WAY LINE 4 EXISTING ELEVATION O FND CAP i LB#63931(0711RON 4104)ND - CONCRETE CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH - LS LAND SURVEYOR C.B. DENOTES CI4ORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE ' PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE ° (M) 'MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP 'TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE PAD RP - POINT CS C CONCRETE SLAB _ CHORD LENGTH - CHU ,RADIUS OVERHEAD UTILITY LINE PK PARKER KALON. ID IDENTIFICATION R RADIUS - POL POINT ON LINE WINTEWPARK , FLORIDA 32789 - (407) 426-7979 PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY, SUBJECT TO,ITHL4''SU VE7FJR S NOTES CONTAINEJJ'HEREON MELTS ( F APPLICABLE "MINIMUM;`TECHN!CA� STANv1R6 SET FORTH BY TH=, FLORIDA., BOARD OF IPROFCSSIONAL SURV:YGRS ANP! MAPPERS IN ,CHAT' -TER 61G1''-6,. ,FLO DA:`;ADM kjSTPPzTI;y f ODE PUR�`UANT TO CHIA;PTER 4-7 027, FUJRIDA STA UTES`. =,1 1 Y7 t") ' FOR b oo `� THE - lil ,.'. 1V �, FIRM SALEN K. BELL I PSM Ib 2 4 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 84, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 85 1� A=9*10'21 " L= 44.03' R=275.00' CB=S80'47'49"E C=43.98' CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE_: 22.83' „ 9'58 (UNPLAITED PER T1415 PLAT) 53.28' ' W SB9 j I1 LpT g4 'I 7766 50. J• t o N I CP � 1 1 1 t 11 �06,7 73 J• 6:CS 14.3 40.0' NI -1 t At nl 0 yl z 0 m ONE STORY y 1 CONCRETE BLOCK - 1 p'- z t t b RESIDENCE o FINISH FLOOR ..P ELEVATION=14.28' �t G 1 L m t N 1 li COVERED m 1 I ENTRY I3 0• � 1 14.0 �6.0 1 ' N E. 20.0' 1 U i 1 :-CONCRETE I � :.DRIVEWAY:` � 1 - I N�:... ., .. . 10' UTILITY �1 EASEMENT 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY. IF ANY. —"� WALK ON LINE t 1 O p=4'38'42 0l L=20.27 R-250.00' ''IN �I .0CB=587'42'20"E oI0 9 PCV _ 4=35738'30" L=155.52' R=250.00' CB=S72'12'26"E C=153.02' 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 07-14-04 UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED TI1E F.LR.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 PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 84 BEING S00'01'41*'W PER PLAT. (FIELD DATE:) 04-01-04 SCALE: 1 = 30 FEET APPROVED BY; SJ JOB NO. ASM39698 DRAWN BY: REVISED: 1L 07-14-04 VH ABOARD 05-02-04 VH . PLAN 2-6-04 SOO FIT 12-16-02 CKB WALK IS 0.2' OFF 1"=30' GRAPHIC SCALE 0 15 30 LOT 83 4=3059•49. '135.25- R,?50. 00, �=j53'05'E RICHTROF\ — BRISTOL FOREST TRAIL \ �T 50' RIGHT-OF-WAY LEGEND — — BUILDING SETBACK LINE — — CENTERLINE FND NAIL AND DISC LB #65 (07/14/04) - — — RIGHT OF WAY LINE 4 EXISTING ELEVATION 0 LEI /04)ND CAP #6ND 3931(07/I4RON CONCRETE CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR L DENOTES ARC LENGTH PRM 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 PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER 5/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE RP RADIUS POINT CS C CONCRETE SLAB SLAB CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 NORTH ORLANDO AVENUE, SUITE B WINTER PARK , FLORIDA 32789 - (407) 426-7979 PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOA:RD'0!' P.R(FESSIONAL MA SURVEYORS AN( ('PPERS IN CHR,PTER 61G17-6, FLOrIDA ADMINISTRA�GI✓E C?,,!DE PURSUANT T. CFtAPTER 472 027,'+FLOP..}BA `TF•IE FIRM 41' 1 DATE ALEN K. BCLfbJ PSM' CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Description of work: New Single Family Residence o C(- / c. 0 Historic District: Zoning: Value of Work: $ Lot #: Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS /� Addition/Alteration Change of Service_ Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: CentexHomes 385 Douelas Avenue, Suite 2060 Altamonte Springs, FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue Orlando, Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220 Bonding Company Address: Mortgage Lender:_ Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all 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 requ Signature of Owner/Agent Date Print Owner/Agent's Name FS 71 'Agent Date Charles W. Cannon rint Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Owner/Agent is Personally Known to Me or Contractor/Agent is _ Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) a^�Or Pit, PATRICIA A. KADLAC -MY COMMISSION# DD013206 �RO MPOIRES: March 2$, 2009 1.808-NOTARY FI NM&Y Service g Bonding, ina Special Conditions: CITY OF SANFORD PERMIT APPLICATION Permit # :/1Q3 /— / Date: Job Address: !l� ,t 4540l/ rnor sf 7—rl, l�g Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2, Plumbing Repair —Residential or Commercial Occupancy Type: Residential 1L Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address:--�•{�t5 Phone: Contractor Name & Address: �lliK Pik lip£S"f /9'iL. nx55 S"1 14 , _32_.7?� � �y �State License Number: C C9716%0 _ Phone & Fax: 0r7�Z Contact Person: Phone:y� Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regtglal.mg construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y0L)R PA,,!ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDFK' . 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. mcords 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. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: 4EaL,,e d 4 Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) . .. POWER OF ATTORNEY Date: Lo do hereby authorize IJ U) Ated to pull the 4 rm i N permit for /,l 2 ��i�5 (ei ��5'� (�• type of permit address E h' Signature ""r L S. SLONES MY COMMISSION # DD 152189 EXPIRES: November 30, 2006 Bed Tluu Notary Public UndenvMers Notary 4erso:na:fly known to me_ r drivers license # , tate of Florida, County of O F`a nQ e on 27 f` day of COUNTY OF SEMINOLE / � IMPACT FEE STATEMENT � ISSUED BY CITY OF SANFORD STATEJElT NUMBER 104-75921 DATE: BUILDING PERMIT NUMBER C CITY) M' UNIT ADDRESSU TRAFFIC ANEs QKIY,PF SANFORD ADDRESSa APPLICANT NAME:.,,: ~ ' LA'D USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction _----------__---_--_-----_--_----_-------_----------_----------_----------_----_ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DEGC. UNIT OF UNITS | -----------------------------------------------~------------------------------'- ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 � LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,304.00 AMOUNT DUE $ 2,285.00 STATEMENT ^ RECEIVED BY:: r� SIG T (PLEASE PRINT NAME) MOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AM0 ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: -I -COUNTY . 3-CITY 2-APPLICANT 4-COUNTY **NOTE** ~ ` PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERCONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR ' . - EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRIT7EN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING _\ SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR �CCUPA�CY. TKE REQi�EST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS � MAYBE PICKED UP, OR KEOUESTED, FROM THE PLAN IMPLEMENTATION OFFIC[: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3O0 NORTH PARK AV[HUF SANFORD. FL 32771 � PAYMENT SHOULD Bp' BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT N MBER AND CITY BUILDING PERMIT NUMBER AT THE TOP � LEFT OF THE NOT `E ' - ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** ` FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Date: Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: $ Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat osets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 41-1-14 Construction Type: # of Stories: # of Dwelling Units:. Flood Zone: (FEMA form required for other than X) Parcel#:_22-19-30-502-0000— D 0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name & Address: PATRICK J . KNIGHT/CENTER HOMES ( SAME AS ABOVE) I Address: Mortgage Lender: NA Address: FEB 1 2004 Architect/Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: ANFax: 407-774-8477 Application is hereby made to obtain a permit to i(©-the work a i a as td� ate- d. Unify that no w. rk or installation has commenced prior to the issuance of a permit and that all work will be pe�f�rttted to meet standards of all laws regulating construction: this jurisdiction [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 FIon Lien Law, FS 713. FEB 0 5 2004 SignatureofOwner/Agent Date Signature orMctor/Agent Date PAT, KNIGHT Print Owner/Agent's Name ctor/Agent's Name B 0 5 2004 Signature of Notary -State of Florida Date ignature of Notary-St lorida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg E j C w �Zonine: (Initial & Date) Special Conditions: Contractor/Agent is X X Personally Known to Me or Produced ID (Initial & Date) Utilities: F D: (Initial & Date) (Initial & Date) KIMBERLYA. BROWN My COMMISSION # DD 098590 �X.PIRES: March 29, 2004 Bonded Thri Notary Public Undenvnters City of Sanford Building Division Submittal Requirements for Residential Building Permit 1G92 ❑ 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 Tooter 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 - cast, 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 frained_ 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 cant' and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guaidrails. h- Square footage table showing footages: �y . Garages/Carports _ 3_(-1 sq ft 2. Porches/Entries_ sq 11. 3_ Patio(s) _ sq. ft. 4. Conditioned StFucturc l�._ sq. li. �. Total Gross Area sq- It. ❑ 3. Three (3) sets of completed Florida l_inergy Code Dorms ❑ 4. Soil analysis and/or soil compaction report_ If soils appear to be unstable or if structure is to be built on lilt, a report may be rcqucstcd by the Building Official or I►is representative. ❑ 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to l, 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. Sen►inole County Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date Owncr/A gent Sicgnatin Seminole County Property Appraiser Get Information by Parcel Number Page l of l PARCEL DETAIL �o l4, o �r < Back y� r OL' , te,; a �zcrt y �r�raamec , —� - i Saotord 1.1.327'71 o , 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SAN FOR D Parcel Id: Tax District: WATERFRONT Number of Buildings: 0 0000 0840 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: 117 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage a Depth Land Unit Land Method p Units Price Value LOT 84 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13,680.00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "" If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. ./re_web.semi no] e_county_title?PARCEL=22193050200000840&coparcel=22-19-30-502-0000-(2/6/04 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jacke Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOT COUNTY OF SEMINOLE The fore.goi instrument was acknowledged before me this B 0 5 2004 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. L NOTARY PUBLIC KIMBERLY A. BROWN Y ; •, =a••' *: M'y GOMM!SSION � DD 098590 EXPIRES. t+ XPIREAarh 29, 2004 "7r •• Bonded 7hru Notary Public Underwriters . F pF •h �• PLANS gtkn'.W CITY OF SAN' ( -HANDICAP &-A&C-15-5516LE BATH AREA CALCULATIONS t(q.-m) TOTAL A/r, LIVING AREA: 16q25F GARAGE: 591 SF COVERED ENTRY: 58 SF PATIO: 40 5F TOTAL UNDER ROOF: 21:21 SF TOTAL AREA: 216.1. 5F FLOOR FLAN NOTES. 1(51:2: 1) ELE-VATION.A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A-55' FOR ELEV. 13'CHAN6ES- 2) ALL INTERIOR HALLS TO BE 5-1/2- UNLESS NOTED OTHERWISE. 5) ALL STRUCTURAL WOOD, HEADERS TO BE DOUBLE 21XIO' UNLESS, NOTED OTHERWISE. 4) SEE FOUNDATION PLAN FOR FILLED CF-f I LOCATIONS. 5) AIR HANDLER TO HAVE MIN. 4- CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO M MIN, 12' WIDER THAN APPLIANCE. 6) A/C PLATFORM 13Y BUILDER -7) ATTIC ACCESS TO BE 22*X54", FIELD LOCATED 5) EIARTOP To BE 40" H. KNEEKALL v4/16' 5 =9 40--0-1 ----------------- 12'-0' 12 OPT. I2'&aivoX4' PATI-b OPT. LOCATION A/4 CON! P. PIV 56X36X4 COW— PAD 1 rfa-x-�v X4" PATIO r--Ll7-- r= PATIO K/ (+22 -2-1) O I Pot L Vr=�K) 25 SH M=64ZESS) 25 SH (+22/ -24) 0 FX ♦ �� 46065 9.6.D. COUNTRY KITCHEN C4.6. 0 5-0 FLATIONYL PSI-. 91; P.H. rd vlei4 WiALL LE M5TR.BATH OL& 0 5'0 FLAT/VINYL oRr=AT r-L& 0 V0 FL--1 IN BATH #2 rL6. 6 8,0 FD�-T—MNYL . ........... rM MR IATTIr, ACCL--4 IFIELP jXhG.�� -CAR (5ARA&E C4.6. o V0 FLAT/ Cc�. 16'OX-lO O.H. 6AK DR. 3'-o' -7.-.0. 20'-0" -14.-0' 40.-o. EN4131NEERING n-EW FLOOR PLAN PA Im 16,613 &V11 M Vft�C% FL M716 APCEFtSON PEI ��lq IM I V4 This Instrument Prepared By: I I11I II 11111111II111 q 011 II ill it III tl Ili li Iil it lil li 111 I Ilil NAME: Debra A. Riggs -Centex Homes 38S Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05198 PG 1303 CLERK'S # 2004023175 REC(INDED 02/1612004 11:43:05 AM RELORDING FEES 6.00 RECORDED BY S O'Kelley THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 'PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 GEm MEG COPI Interest in Property: FEE SIMPLE INTEREST MARYAI ME 1410RS'0 Name of Fee Simple Titleholder: N/A gt.ERK OF CIRCUl'T rl"W i lPdOl NTY. 4. Contrac CENTEX HOMES ' 385 Douglas Avenue, Suite 2000 ,rir 'Li. nc� Altamonte Springs, Florida 32714 -�" , ' 6 200�; Phone: 07) 661-2150 Fax: (407) 661-4089 Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is speci d) Debra A. Ri g OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS FEB 0 5 2004 BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION wVa 2729 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A, RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. Oa,t NOTARY PUBLIC �uuuuw.J.AmCKIE o.uoCAINEuumunuSo.q . Y'P'�: Comm# DD02529M ;$ Expires 1/21/2008 A Flnnded thnl (800)432-42547 Florida Notary Assn., Inc ................ z-.............nuuunud r PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 84, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERNOIIS CAI CI II ATInNC n nT nNl IN LOT 84 CONTAINS 7766 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2120 SQUARE FEET t TOTAL CONCRETE 584 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 5062 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 35% t SOUARF Fnn TACF (I iP Tn rl Taal LOT 84 UP TO CURB CONTAINS 8236 SQUARE FEET t THIS STRUCTURE CONTAINS 2120 SQUARE FEET t CONCRETE 891 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 5225 SO. FT. t (UNPLATTED PER THIS PLAT) 53.28, __-- 22.83� „ SBg.59, 43 W 1 Sgg'58'19 W ____----- ; 1 L0� B4 ; 15.4 133 1 1 DRAINAGE TYPE A 1 1 _ I � 1 1 _ 1 � � i 1 1 1 1 , �N 1 1 ;A 1 1 ID IZ la 14.3' 9.5' 1 U! iZ 1 OI 1 0 Ic .Z �A/ LOT 85 y 7-1, Q CIK 40.00' i 1 - y W A W crry �$ R�pp v PO Z Ii o PROPOSED 1892 Im V (tr+ C I r f O FINISHED FLOOR o v ELEVATION=14.10 ° u, i z A/C / N O ® 1 G 1 FTl m t COVERED. Rw m i ENTRY I 6. 1 6.3' 4 0' N 1 1 1 20 0' L.—.—. - :. .:.—, 15.0- 1Q d=9"10'21" 1 L=44.03' 1 �; I I N R=275.00' -1-------- NUnLITY CB=S80'47'49"E ' ASEMENT C=43.98' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. GRAPHIC SCALE 0 15 30 LOT 83 tp4'36'42" n wl _ ...., .,...... L=20.21 ooI R=250.00' rl I ' �3059.49• L=13525' CB=S87'42'20"E C=20.26' 1 —^ R=250.0p' PC B—^ — . C=35'38'30" �`� _. C�133s6 SJ'05'E 1 L=155.52' R=250.00' 26 E 1 R �HROF- CB 153.02? \ BRISTOL FOREST TRAIL PT 50' RIGHT-OF-WAY THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 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 PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 84 BEING SOO'01'41"W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM39698 DRAWN BY: PLAN 2-6-04 SDO FIT 12-16-02 CKB LEGEND — . — . — . — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POS POINT ON BOUNDARY — CENTERLINE PCC POINT OF COMPOUND CURVATURE — — RIGHT OF WAY LINE POC POINT ON CURVE XXX.XX PROPOSED ELEVATON OR OFFICIAL RECORD f� PO PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECIION - PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP P PERMANENT CONTROL POINT Pi TYP DENOTES POINT OF TANGENCY TYPICAL (P) PER PLAT A/C AIR CONDITIONER (M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB 5 W SIDEWALK C - CHORDLENGTH CP PB CONCRETE PAD PLAT BOOK SO. FT. SQUARE FEET R RADIUS NG NATURAL GRADE PGS PAGES R/W RIGHT-OF-WAY AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD RITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LLIAM R. MU$CATELLO JR. P FOR THE G:V1SM39NSM39698.d%g, 2l9604 9:31:30 AM FORM: 00A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1692 LMR O Builder: CENTEX HOMES Address: BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE�MONROE, FL Permit Number Owner: CENTEX HONES Jurisdiction Number 691500 Climate Zone: Central I . New construction or existing New _ 12_ Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/hr 3_ Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A _ 5- Is this a worst case? Yes _ 6_ Conditioned floor area (ft) 1692 f[z c. N/A _ 7. Glass area & type _ a. Clear - single pane 152.0 fe _ 13. Heating systems b. Clear - double pane 0.0 ft, _ a. Electric Heat Pump Cap: 30.0 kBtu/tu _ c. Tint/other SHGC - single pane 0.0 ft, _ HSPF: 7.80 _ d_ Tint/other SHGC - double pane 0.0 ft, b. N/A 8. Floor types a. Slab -On -Grade Edge insulation R=0.0, 172-0(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, 956.0 ft' _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 230.0 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, 1709-0 111 _ 15_ HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, I I _ Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH: Garage Sup_ R=6-0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as -built points- 22329 PASS S c Total base points- 24359 ! 1 �7 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida m► nergy Code. I y PREPARED BNF DATE: FEB 0 62004 i hereby certify that this building, as designed, is in compliance with the Florida Energy Code. - OWNER/AGENT: � DATE: FEB 0 6' 2004 Review of the plans and TttE sr ap4o specifications covered by this tio� = calculation indicates compliance with the Florida Energy Code. Before construction is completed a this building will be inspected for compliance with Section 553.908 ll, Florida Statutes. COD BUILDING OFFICIAL:PLAN5 REED DATE: MY OF SANFORD, EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A -_ Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area, X SPM X SOF = Points .18 1692.0 25.78 7851.6 Single, Clear W 1.4 6.0 32.0 53.47 0.93 1589.8 Single, Clear S 1.4 6.0 32.0 44.66 0.89 1268.3 Single, Clear E 1.4 8.0 40.0 59.31 0.97 2298.3 Single, Clear E 1.4 6.0 32.0 59.31 0.93 1765.0 Single, Clear N 1.4 6.0 16.0 27.96 0.95 424.4 As -Built Total: 152.0 7345.8 WALL TYPES Area X BSPM = Points Type 1 R-Value Area X SPM = Points Adjacent 230.0 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956.0 1.18 1128.1 Exterior 956.0 1.90 1816.4 Frame, Wood, Adjacent 11.0 230.0 0.70 161.0 Base Total: 1186.0 1977.4 As -Built Total: 1186.0 1289.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 18.0 20.0 38.0 1.60 4.80 28.8 96.0 124.8 Exterior Wood Adjacent Wood As -Built Total: 20.0 18.0 38.0 7.20 2.40 144.0 43.2 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic Base Total: 1709.0 1709.0 2.13 3640.2 3640.2 Under Attic As -Built Total: 19.0 1709.0 2.82 X 1.00 1709.0 4819.4 4819.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab Raised 172.0(p) 0.0 -31.8 0.00 -5469.6 0.0 Slab -On -Grade Edge Insulation 0.0 172.0(p -31.90 -5486.8 1q Base Total:-5469.6 As -Built Total: 172.0-5486.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1692.0 14.31 24212.5 1692.0 14.31 24212.5 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB Q.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Summer Base Points: 32336.8 Summer As -Built Points: 32367.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier. Multiplier Multiplier Points (DM x DSM x AHU) 323672 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 10922.7 32336.8 0.4266 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7 il `r EnergyGaugeTM DCA Form 600A-2001 EnergyGauge@/HaRES'2001 FLRCSB v3.2 FORM 600,E-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1692.0 5.86 1784.7 Single, Clear W 1.4 6.0 32.0 10.74 1.01 346.7 Single, Clear S 1.4 6.0 32.0 7.73 1.04 257.1 Single, Clear E 1.4 8.0 40.0 9.96 1.01 402.0 Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8 Single, Clear N 1.4 6.0 16.0 12.32 - 1.00 196.5 As -Built Total: 152.0 1526.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 230.0 1.80 414.0 Concrete, Int Insul, Exterior 4.1 956.0 3.31 3159.6 Exterior 956.0 2.00 1912.0 Frame, Wood, Adjacent 11.0 230.0 1.80 414.0 Base Total: 1186.0 2326.0 As -Built Total: 1186.0 3573.6 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 1709.0 0.64 1093.8 Under Attic 19.0 1709.0 0.87 X 1.00 1486.8 Base Total: 1709.0 1093.8 As -Built Total: 1709.0 1486.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 172.0(p) -1.9 -326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0 Raised 0.0 0-00 0.0 Base Total: -326.8 As -Built Total: 172.0 430.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1692.0 -0.28 -473.8 1692.0 -0.28 -473.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FtRCSB v32 FORM 600,A-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base. Points: 4577.9 Winter As -Built Points: 6801.0 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) 6801.0 1.000 (1.078 x 1.160 x 1.00) 0.438 0.950 3535.2 4577.9 0.6274 2872.2 1 6801.0 1.00 1.250 0.438 0.950 3535.2 a EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT [WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE I AS -BUILT Cooling + Heating + Points Points Hot Water Points =' Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 13795 2872 7692 24359 1 10923 3535 7871 22329 I o� THE s74 � rA � a rbo°� EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details 1 ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1ABC.1.1 Maximum%3 cfm/s .fL window area; .5 cfrn/ .fL door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates: between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1 _ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. GA-22 OTHFR PRFSCRIPTIVF MFASI IRFR /mamf ha mof nr avraarlarl htr ntl rn mr1nn 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated)_ Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at,80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. WAC Controls 607.1 Se rate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame RA 1 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugelm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCS13 v3.2 F ENERGY PERFORMANCE EVEL (EPL) DISPLAY CARD e ESTIMATED ENERGY PERFORMANCE SCORE* 85.1 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: 30.0 IcBtu/hr — 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b_ N/A 5. Is this a worst case? Yes _ 6_ Conditioned floor area (ft') 1692 ft' c- N/A 7_ Glass area & type a. Clear - single pane 152.0 ft2 _ 13_ Heating systems b. Clear - double pane 0.0 W _ a_ Electric Heat Pump Cap: 30.0 kBtu/lu _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.80 — d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8_ Floor types — — a. Slab -On -Grade Edge Insulation R=0.0, 172,0(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, 956.0 ft2 _ EF: 0.86 b. Frame, Wood, Adjacent R=l 1.0, 230.0 ft2 _ b. N/A c. N/A _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ft2 _ 15_ . HVAC credits PT, — b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c.. N/A HF-Whole house fan, 11. Ducts — PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc_ AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b--N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features_ Builder Signature: 1 Date: FEB 0 6 2004 Address ofNew-Home: 0 BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 c4i1,,,�C _ __ Oa 612 ;t .•' *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 EnergyStar""designation), your home may quay 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 850I487-1824. EnergyGauge® (Version: FLRCSB v3.2) 03/26/2003 10:21 DEL AIR -) 4076614089 N0.347 0008 RIGHT -I LOAD AND EQUIPMENT SUMNARY ARY Y Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 09-05-02 109 COMMERCE STREET, LWE WRY, Fr. W -13M Phone: (407) 831 2M5 r 0at For CENTEX HOMES Notes: 0 - • o e Weather. Orlando AP, FL. US Winter Design Conditions Summer Design Conditions Outside db 38 IF 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 gd(b Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27518 Btuh Ventilation air 0 cfm Ventlation air loss 0 Btuh Design heat load 27518 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft) 1692 1692 Volume (" 13536 13536 Air changeslhour 0.80 0.40 Equiv. AVF (dm) 180 90 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp nse Actual heating fan Heating air flow factor Space thermostat 7.6 HSPF 0 Btuh @ 47°F 0 OF 1000 cfm 0.036 Ckn/Btuh Structure 19515 Stuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data n _ Rate/swing multiplier 0.98 Total sens_ equip_ load 20095 Btuh Latent Cooling Equipment Load Sizing internal gains 920 Btuh Ventilation 1474 Btuh Infiltration 2661 Stuh Total latent equip. load 5056 Btuh Total equipment load 25151. Btuh Req. total capacity at 0.70% SHR 2-4 ton Cooling Equipment Summary Make TRANE Trade Efficiency 12.1 EER Sensible cooling 20440 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 cfm. Cooling air flow factor 0.051 c fm/Btuh Load sensible heat ratio 80 % sordinarc vatues" a been ~may omWddm Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ti Wraglhtsoft R4M,-Alit ResMennat'SSDS RSR26013 2003-Msr,?G 09:1033 ,651 E1n. C.V.20=169211692-. Page t 03/26/2003 10:21 DEL AIR -) 4076614089 NO.347 9009 RIGHT -mil CALCUa."ON PROCEDURES A, B, C, D r Endre House DEL AIR HEATiNG,A1R CONDITIONING,R Job: 1692 094o5-02 109 COMMERCE STREET, LAKE MARY, FL 3274ST206 Phone: (407) 331.2N5 Procedure A - Winter Infiltration HTM Calculation" 1 _ Winter infiltration AVF 0.80 ach x 13536 fV x 0.0167 = 180 cfm 2. Winter infiltration load 1.1 x180 cfm x 32 3_ Winter infiltration HTM 6353 Btuh / 190 ft2 `F Winter TO = 6353 Btuh Total window = 33.4 BtuhKe and door area Procedure B - Summer Infiltration HTM Calculation 1_ Summer infiltration AVF OAO ach x 13536 ft' x 0.0167 = 90 cfm 2_ Summer infiltration load 1.1 x90 cfm x 18 3. Summer infiltration HTM 1787 Btuh / 190 fF °F Summer TO = 1787 Btuh Total window = 9.4 BtuhW and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moistdiff_ x 90 cfm = 2661 Btuh Procedure u - equipment sizing LOWS 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TO = 990 Stuh Sensible load for structure (Line 19) + 19515 Btuh Sum of ventlabon and structure loads = 20505 Btuh Rating and temperature swing multiplier x 0.98 Equipment suing load - sensible. = 20095 Btuh 2_ Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 gr/lb moistdiff_ = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2661 Btuh Equipment stung load - latent = 5056 Stuh *Construction Quality is: a No, of Fireplaces is: 0 Bgmgwk vaWG have been womm0y ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. . VVr1gtjtSC ft R-SM-S jde ,:f4 "— 5',06 RSR26013 200&AUC 28 MOM /4CCK Page 1 10:21 DEL AIR 4 4076614089 NO.347 D010 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDMONING,R Job:1692 0"5-02 109 COMNMCE STREET. LAKE MARY. FL 32746-UN PhOW (407) 831-2W5 N X 7M M. 1 Name of room Entire House FOY BR3 GREAT RM J4ANUAL 2 Length of exposed wall 1720 ft 22.0 9 35.0 ft 20.0 ft 3 Room dimensions 7.0 x . 11.0 ft 13.0 x 16.0 ft 17.0 x 20.0 ft Cearrgg Cond"d.Option 8.0 ft heaticad d &0 ftj heatfood 8A R heat/cod 8.0 ft heaVcod TYPE OF HTM Area Load (Bfuh) Area Load (Bhrh) Ama Load (BM) Area load Mtuh) EXPOSURE NO. Htg I CI9 M Ift I Clg M Htg I Clg (In Mfg I CI9 I(h°j "W I C19 5 Gross a 14B 4.6 2.1 1128 - - 56 - "" 280 - "" ' 160 E)POscd b 12C 2.9 1.9 0 - - 0 - '"" 0 - - 0 walls and c 13C 3.2 12 248 - "" 120 - " "' 0 - - 0 partitions d 0.0 0.0 0 - 0 -^- " ' 0 - - 0 ^^ �-- e 0.0 0.0 0 - 0 - 0 - - o --�- --•- f0.0 0.0 0 - .... 0 - d - "'- 0 - - 6 Ylrrndms; and a 1C 37.0 " 112 4140 - 0 0 - 32 1183 - 32 1183 - glass doors b SC 37.0 " 40 1478 - 0 0 - 0 0 _ 0 0 - Heating C 9C 38.7 - • 0 0 - O 0 - 0 0 - 0 d SC 37.0 - 0 0- 0 0- 0 0- 0 0 e 7L 20.8 0 0 0 0 - 0 0 0 0 f 0.0 " 0 0 0 0- 0 0 0 0 7 Windaws and North 20.4 51 - 1040 0 - 0 1 - 21 32 - 653 glass doors NE44W 0.0 0- 0 0- 0 0- 0 0- 0 Cooling ENV 54.4 101 - 5494 0 "" 0 31 - 16" 0 "" 0 1 1SW 0.0 0 - 0 0 - 0 0 - 0 0 "`"' 0 South 0.0 0- 0 0 - 0 0- 0 0 0 Horz 0.0 0- 0 0 - 0 0- 0 0 0 8 Other doors a 1011 14.7 9,9 20 114 IN 20 294 19g 0 0 0 0 0 0 b 10D 14.7 9.9 18 265 179 18 265 179 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 149 4.6 2.1 956 4405 1969 38 166 74 248 1143 511 128 590 204 exposed b 12C 2.9, . 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls ww c 13C 3,2 1.2 230 725 269 102 321 119 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 15D 1.7 22 1709 2898 3804 77 131 171 208 363 463 340 577 757 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0. 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 172 4458 0 22 .70 0 35 907 0 20 518 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 00 0 0 0 0 0 0 0 0 0 0 0 0 is CW. 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 o 0 0 a floors) f 0.0 0.0 0 0 D 0 0 0 0 0 0 0 0 a 12 Infiltration a 33.4 9.4 190 6353 1787 38 1271 357 32 1070 301 32 1070 301 13 Subtotal bM=6+8_ f-11+12 - 25017 - - 3018 - - 4655 - - 39M - Lew exterrW heating - 0 - - 0 - - 0 - - 0 - Less Vensfer - 0 - - 0 - - 0 - - 0 - Heating redistnbution - 0 - - 0 - - 0 - - 0 - 14 D=Im 10 6A 2$02 - 10 $02 "" 10 466 *"' 109A 394 - 15 Total loss =13+14 - 27518 - - =0 " ' 5121 "" "" 4331 - 16 Int gains: People ® 300 4 - 1200 0 - 0 0 - 0 3 - 800 Appl. Q 1200 2- 1800 0 - 0 0 '"" 0 0 "" 0 17 Subtd RSH gain=7*8_.12-16 ^*" - 17741 - - 110o 2980 "" 2874 Less external cooling .••. •.•• 0 - - 0 - •••• 0 •••• •••• 0 Less transfer "'. "" 0 - - 0 - 0 - 0 Cooling redisfibOrion '* ` "" 0 - - 0 - "" 0 - "" 0 18 Duct gain 10 - 1774 10 "" 1 t0 10 - 298 109 19 Total RSH gaitr-(17+18)`PLF 1.00 - 195151.08 1210 1.00 '" 3278 1.00 �" 1287 3162 20 Air required (rim) "^ 100E 1000 - 121 62 "" 186 168 "" 157 162 Printout certified by ACCA W meet all requirements of Manual J 7th Ed. �- wrlg1-1112St7fft RIO-Suit RcsideMia("' 5.5.06 RSR25013 2003*6w-26 0W.1W3 AM EiFHesrerumc2002%1ra21e92.m Paget - .- _._ . ___.j 10:21 DEL AIR 4 4076614089 .�� m RIGHT-J WORKSHEET it Entire House DEL AIR HEATING,AIR CONDMONING,R Job:1692 09-0542 109 COMMERCE STREET LAKE MARY Ft 3274&&208 Phone: (407) 831,2865 • J: 71h Ed_ �Y MBR WIC 2 Marne of morn Lenglh of exposed wall � 31.0ft 6.0 ft 220 ft 5.0 ft 1MANUAL 3 Room ('unensions 17.0 x 14.6 ft 6.0 x 11.0 A 18.0 x 16.0 ft 18.0 x 5.0 ft 41 Cmings Conck Option 8.0 ftl heaucool 8.0 ftl haaVtod 8.0 it 1heaN000I 5.0 ft heWcool TYPE OF CST HTM Area Load (Btuh) Area I Load (Bbdr) Area I Load (BWh) Area Load (WWrl) EXPOSURE NO. Hie I ag (m ►tte 1 C4 (k) "t9 I ag m Htg i C19 00 ag 5 Gross a 148 4.6 2.1 248 "" """' 48 "" "" 170 "'" 40 b 12C 2.9 1.9 0 "". "'" 0 0 "" "" 0 wa c 13C 3.2 1-20 '�^ "' 0 '"" "" 0 "" "" 0 par6tiong d 0.0 0.0 0 "" 0 "" "" 0 0 e _ 0.0 0.0 0 f 0.0 0.0 0 6 Windows and a 1C $7.0 " 0 0 "" 0 0 "" 32 1183 '"" 0 0 ^" glass doors b 8C 37.0 " 40 1475 "" 0 0 ""' 0 0 "" 0 0 Heating c 8C W.7 " 0 0 ---- 0 0 '-'- 0 0 -"- 0 0 d 1C 37.0 - 0 0 ""' 0 0 0 0 "" 0 0 e 7L 20.8 - 0 0 0 0 "" 0 0 0 0 f 0.0 - 0 0 "" 0 0 "" 0 0 "" 0 0 7 WindOW3 and North 20.4 1 "" 19 0 - 0 1 "" 21 0 "'" 0 Slaw doors NEINW 0.0 0 '" " 0 0- 0 0 "" 0 0 ""* o Coding ENV 54.4 39 "" 2126 0 " " 0 31 "" 1884 0 0 SElSW 0.0 0 "" 0 0 "" 0 0 ""' 0 0"' 0 South 0.0 0- 0 0 "" 0 0 "" 0 0 0 Harz 0.0 0 `^' 0 0 0 0 0 o 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 h 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 8 Net 8 148 4.8 2.1 208 958 428 40 221 99 144 664 297 40 184 82 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partltlons 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 D 0 0 0 0 0 0 0 0 0 10 Ceifings a 16D 1.7 22 238 404 530 68 112 147 288 488 641 90 153 200 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0_D 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 I 1 Floors a 22A 25.9 0.0 31 8D4 0 6 156 0 22 $70 0 5 130 0 (Nate: roorn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is drspl, 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 flpmm) f 0.0 0.0 0: 0 0 0 0 0 0 0 0 0 10 0 12 Infiltration a 33,4 9.4 401 1337 3761 0 01 0 32 1070 301 0 0 0 13 Subtotal loss=r.+8_+11+12 4981 - 489 '" "` "" 3075 "" "" 467 Less a emal heating "" 0 "" """ 0 "" "" 0 0 Less transfer 0 "" o ••.• •»• 0 ••« •••• 0 .... HearkV redislAbulion -'�' 0 0 •••• •••• 0 ,••• ,••• 0 •••• 14 Dud loss 10 498 - 1100A 49 "" 10 397 """ 10• 47 15 Total loss =13.14 - 5480 - - 538 "" '""' 4372 - "" 513 18 Int gains: People 300 0 - 0 0 - 0 1 - 300 0 "" 0 1200 1 - 1200 1- 600 0 0 0 0 17 Subbot RSH gainA7 8_pL +12+16 - - 4679 - ""' 846 "" �"� 3244 283 Less mdemal cooling "" "" 0 '" "� •••• 0 ..» •••• .... •••• 0 .... ••-- ,,,, 0 0 Less transfer *"*� .••• 0 �•, 0 0 Coorom redistnbu6on "" "" 0 "" "" 0 �""' """ 0 .... .... 0 18 Dud gain 10 "`"' 468 10 "" 85 10 "" 324 10 "" "" m19 ToW RSH gain=(17+18)-PLF 1.00 - 5147 1.00 ""' AW 1.00 3565 1.00 311 20 Air required (dm) ^" 199 264 "" ZD 48 `"" 159 183 Printout certified by ACCA to meet all requirenients of Manual J 7th Ed. w"o1,% -soft Rlgrd,%fte ResldmmW7" 5S_06 RSR28013 2003 Mar 26 W.10= /� EvkwAwc2wzlwZt1892rsr page 03i26/2003 10:21 DEL AIR4076614089 N0.347 P012 i RIGHT-J WORKSHEET Entire House I DEL AIR HEATING)UR CONDMONING,R Jotr'692 09-05-02 10g COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2WS 1 17th Ed. 1 Name 0f room UBTH BR2 BTH j4MANUAL y Length of exposed wag 0.0 ft 31.0 ft 0.0 ft 3 di Raom nensiocu 6.0 x 14.0 ft 18.0 x 15.0 ft SA x 8.0 ft C+fhigs Condit. option 8.0 ft beavcoot 8.0 0 beat/cool 8.0 ftl twztfcoa TYPEOF d I LoaHtC19 F](POSURE NO_ Htg Clg M HV I CIO ( Htg Clg (Arse CI9 5 Gross a 14B 4.6 21 0 "" "" 120 "" "" 0 - pg�d b 12C 2-9 1.9 0 "" "" 0 "" "" 0 '" � walls and c 13C 3.2 1.2 0 128 "" "" 0 Partitions d 0.0 0.0 0 '�' '"" 0 0 e 0.0 0.0 0 --- -�^ 0 a .... .... t0_0 0.0 0 -p- --~ a e Windows and a 1C 37.0 0 0 "" 16 591 0 glass doors b SC 37.0 0 0 0 0 ""' 0 0 Hwang c 9C 387 0 0 '^' 0 0 "' 0 0 d 1 C 37.0 0 0 "" 0 0 0 0 a 7L 20.8 0 0 0 0 0 0 t0.0 -- 0 fl ---- 0 0 -^- 0 0 7 Windows and North 20.4 0 "" 0 16 "" 326 0 ""' 0 glass doors NEW 0.0 D "" 0 0 °"' 0 0 "" 0 CooTng Em 64.4 0 """ 0 0 '"" 0 0 "" 0 ` SEISW 0.0 0 ""' 0 0 0 0 "" 0 .... South 0.0 0 ""' 0 0 '"" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 """ 0 8 Other doom a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 7-1 0 0 0 104 479 214 0 0 0 mo sed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 0 0 0 128 403 150 0 0 0 Partitions d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceifingg a 16D 1.7 22 84 142 187 270 458 601 48 81 107 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 RQor3 a 22A 25.9 0.0 0 0 0 31 804 0 0 0 0 (Note roam b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 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 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 tn6ttration 1 33.4 9.4 0 0 01 16 635 ISO 0 0 0 13 Subtotal fts=6+3.411412 "" 142 3270 ""` "" 81 Less mdemal heating -�-- 0 ..« «« 0 ... .•» p •..• Lem transfer 0 '�'� "" 0 '"'" "" 0 Heatng mdighffirrtiao �--- 0 -�-° "'" 0 «» •�• 0 «.. «« .,-• 14 Duct loss 10 14 "" 16 327 - 10Y 8 15 Total loss =13+14 - 157 '"" - 3597 "" 90 16 Int. gakm People @ 300 0 "" 0 0 ""' 0 0 '"^ 0 A7 1200 0 0 0 0 0 "" 0 _ 1T Subtat RSH gain8-+12+16 ""' "" 187 ^"' "" 1442 - 107 Lass wdemal cookig ••.• •••• 0 »» 0 ""' 0 "" .... Lou transfer ---- °--• 0 •.•. •••• 0 "•"- --» 0 Cooling Fedi3trlmfion - " "" 0 ••« ••'" 0 •«• •••, 0 •- + "» 18 Dur3gain 10 - 19 .10 1" 109' 11 19 Total ftSH gain=(17•18rPLF 1.00 - 208 1.00 1588 1.00 118 20 Alrrequired (dm). '"" 6 11 "" 137 81 - 3 Ptintout certified by AGGA to meet all requirements of Manual J 7th Ed. wtragi xtsof� t %M--re a ResemWW'u 5.5.06 RSR2W13 2003-Mar 26 09-10-33 10CE dex 2002\169211H92.rsr Page s r' 03/26/2003 10:21 DEL. AIR 4 4076614089 NO.347 P013 RIGHT -I WINDOW DATA - DEL AIR HEATING,AIR CONDITIONING,R Job:1992 0945-02 10e COMMA MWE!_T, LWE MARY. FL 3274&&M Rmw (407) 331-2M 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 FOY BR3 a n e a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1-0 GREAT RM a n n a c n 0 d 1 1 90 1.0 1-4 1.0 5.0 20.4 32.0 0.0 KIT b n w a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 54.4 40.0 0.9 WIC/LDY • MBR a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 WIC MBTH BR2 a n s a c n 0 d 1 1 90 1.0 IA 1.0 5.0 30.4 16.0 16.0 BTH vvnghtsoft R•l:kke ReslderR - 5S.06 RSRM3 O!rl= /CCK EIFHesw-enteX200a imzi®92jw P29e 1 i - 2 t t 3 s 1NffJ1Y[o4TE STYp ron 1r we[ Door REVISIONS 9 �Ao�(untTru±[00r0Nim L�ceot °) REV. N0. ZONE: GATE: ECN N0. APPVO: DESCRIPTION I `o`//'yynoN,�+�1R�t}}syys0CeuMASS on A t 82 11/00 - IAWW OTV (t) —WAS(2) FOR TRACK 801T 3 , - (7R S[CigN iRi) • I A Nn2K WTMSTANtl{S3L1 ORP"0 TWNY WN[N WITH IATaA0LTKDiWOOn (TV, eOTTW t CWIiA)WITH D MCM Y IJ G DALV. 1Tm ruD SMOI[r. J) a%11' a/srp wo o tA' SCAM I LISTED � '� ytl C - AVA►ABLL AS AN C►1KfN try a N[,M .�. ffil yWGALY. TWCKiKtii .000' . ® m. G G[a i-1/2113 LV. TrTRACK OAAONLT. •/ � � )i � ® ® � � � � �, �� (4) TMCII elaeKtn IG sIK, 1 REPORT#9606C C �C ; ,r I uxr n1ALN 1 .� - T . t0 G u-eAra �Arm�u oolnN iT �T7.0�O� �i*�MQY7�[C I -I A OInOU OPA nfoC Km, LOON POSITION w11N - I1'-O'@�: •'v3 MN- M N1MV. SOFAV L T Rvn r l(.iuw vim. YIW MrTr I, 0011 Vy► TO 7'. • NNSN CON uT o1 (1) 3t0faN{� (i�1gWN)). rIIONT /IIA-[ wrtN U.V. wAgiOt NCpIYMe 'ID. W 13«9 WY 11 MNOtlWIN' I. 800 OKn 7'-0 mom CON31�T a (q SCCt�'aw (NOf i110wN) COATM ON ours" SUM= (SUT qT IaAV TO Ie04DC A rwsN wuNnns STOP WOUL004 eY DO" MSYLLijll RO sun) SIWIACL NOnI(ONTAL'WN DO NOT TS.WYa Lw. L4 ,�� IIIL UYe 30 G WN, OALV. STm 00 STU p J -I 3. 1M1CN t/S ADIR k UiLtmft 30 " OrW. STmm MICA. STU L.7 M71oE cnypN e_e I G QAL stt�{, IAACN Im Kt= erH OK /14N)m 10 WOOD JAMe� 10-DA, w-. SR0. IMJ[[�• ►AN N(AD SCM' wT/1 ON[ S/Is L SNNI <GTSO v1rN O-AO wN. (10 SCIM IOr uTq -.. 31 (C-YO _ bKWWliwo-oN ►nwa, ). DN CO C CAM ON 17 PSI , C CON4rv" (7n a 77.4t7. NN n ANpp A �V{6(yptLpON ►0LY(Sia o.4TA/GON SCIFYS ON 17-I : COIi01S (i oDO TG OaT TO eoM swv (AreN tNaO[s / r0LLt11) ,L�TG(M�yQAL�v�-1�7T]T[�I1,1 w NC[ A►/U(p ONTO V/JtI1CA4 TKAI' P4 ' C 1rALra7 O1Lti110m WIM MS/�' SMI+` �T /) SIO[S 0/ Sr[0. SKK IS G QALV. $TEL TOP O yyr I,ATCN ON SUETOK • 0.0. NM, w.YKll IIE01M(D 3• OALv. STM T14CN FAMED TO 1.N it 'µ, np�3�R eMCKLT. SADM "TH TAPCONf. ANCNORS WY K CpyN�[pSLINK 13 G OAIV. AQl, TMCN YOACILri. 14fMpWC/S(l) 4AAC1ICT AITACNY w//(/) (/04 710C 01 OOCA, (BUf NOT ACOUWEO) TO IPOVIOC A /LU511IND • bun oM wTM sta uourmNa IW/AfL r10n130Nin awes 00 NOT TM['X ATTAtJ1L0 10 SJLN eM4%(T �A yq Iq WD NINOL SNW wo "Ill SCII[MS. TAAMM LOAD. N'11N' ont/TWo le OK tom J OYISIOL M.RCO NNIOLL tN0 - - 3' DM SI1011T STU, 10 POLL STRL AOL(Ln. I. G CALV, Ji[0. [Mg STY•[ ,,.w-..TInN IAA- k P.C. -84 ►,[. _ rNgp�L, IMI�0. I�._Mu o/ ._•>t IIY en✓w r ew e.e N0 CACOUI4 P.C. j3JL73 S�w%roi a' wLOI IwIOII 3' TALL U-W d s I A•rJ ♦• KV 30 G O.Lv, rz` TAT . C G 00 w DESIGN LOADS: +24.0 P5/ k -24.5 PSF MM. n" STnp4 30 KSI TRACIr ON TNC OniDN a/ TIL[ SLWPORI-IO SrnuCTV11AL 6DYNT8 i�4�bt T1[ ItJroN[1eK(Tr ar t+r[ Illar[saaw a TEST LOADS: +J8.0 PSF k -37.0 PSP ' r wnOLLE OF DOSIgLX RECOPO IOn TNC SLxLDYq pr'STnUCNnL ANO W ACCORONICC 1. J• -• J' TALL CKV. Si[0. U-VA DIO ISLICIC= 90LT wM OUM[//f OU-D-N NOCS IW ML LGp USip ON .wyr a4wat M[ tu[ w A 3-1-3-T vArT[r 4 u•�vrs SIIJ INTO( awn nat onA-u(c Mr •M A AA9m w i PART NO,: - 1-i/S' ON Soria+ ffCT1oN, L on NIM Mr0 L OHCAL A A r KCnOM (7a r cN U-wr ATTAM LOCX oN[ rgTCO, U Nll SbW ON.nI.� )ItM�nul sl Sill I600 .rK t a1J Jw TIPIWD.3DMwS LOCK a . DWMvd1Y/Pr �.,•..-� . IDEAL Ctnelnno8 3Y( 48 P[�r TIOM a r aar.Y �Dowu ca TOLERANCES .r. r�. Ko 1-!t -Jpt- N arv.InN nr.Y w Mn nrt 4(uOJmom-f, /a Ma I-SIy-T72-33I7 w 4.N...4 r.w...w.ww. noN ...-tnnr vlcN�_ 1tl310L,3I-7G�OIT �'••"•r•w'. •r N'w""s LGG( Gna( au «I ns �r....r.m tw.+ Y -0ESCRIPTION: (t00EL BRST W4 16-0 x E-0: 24/-24.5 OESICN LOAD OWG. 1s G cxv, EtL4 eOrTON enADNR. uwty I« w.w.. w ,�� � t.00t DRAWN 8Y; BtAM GATE; 4/18/00 SCALE: NTS ATTACN(D wM (3) /IaS/C' 7NfLf utfAL SGCwS. �// j / wr r..,lunl uw.rrw•� - - AWWMuw cnnusaN ///%/ ! /Jl D�gHle . s; t/1' CHECKED BY: A1WW DATE: 4/18<00 SHEET 1 OF t 512E Third Mgit a Vnlu5 SIe4A OlnMwiu .� a NNTL wGMtl1STKP. ?ro}oetton ow[WKktt AI1L w wa+o. DWG, NO.; 102138 REV, N0. 3 0 M- a.. ytpOfl DESICNATON: Therma—Tru In —Swing Door wood %Iornes System jMAXIMUM OVERAt t NOMINAI cl F• Singie iip to 3'4 x S'O w/w0 sided-'s Double up to 8'4 x 8'0 w/wo sidaVes 11��'�.00NFIGl1AATIONI. X. Ox. XO. OXO. )V. OXXO CFNFnAI nFSr1RIPT?0N: The head and side iambs are ringe(joint pine I measuring a min. 4-9/I6' with a '1/2' rabbeted stop. d TYPE 7/IQ' TAPCON Y . 119E ANCHOR ! . DRYWALL 2 Pwarq . MASONRY Lelfrl _ + fe1 . • , PRt WSLL o i �, YAD JAAIB�FAO JiWB _ p 6 '. � .� 1D 2Y SUB-9110X 's, .., ; •. i tl N Y tl ;5 1/2' LWYWALL - r t' f 21X t:V 1 1 x2 fLv" INTERIOR H 4' PfH 'Ws r ••—� v . � � I ,DESIGN PRESSURE RATING: Single Positive.67.0 PSF Negative 57.0 PSF Single with Sidblites Positive 60.0 PSF Negative 60.6 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF . t' DRYWALL I x 2 FIRRING MASONRY LW7(L 1 J�SmB —� F�ffBIDJ J/16- TAPCON Y. (See not. -2) i CONCRETE - MASONRY BLOCK LA .LMtB ED TO IX SUB-9UCIf - 1/2- DRYWALL iX BUCK 3/18' TAPCON I x 2 PIRR s 7 TYPE ANCHOR ELCO TAPCON Of' EQUAL (235 LB. SHEAR RATING) 3/1e' TAPcoN (See note 2) . 1 ! a S/te- TAPCON {y1 rEXCTERJOR 719E ANCHOR E i•• '. 'i —1/4, MIN. j.. f _ SHIM SPACE t0A°. y X x j ' vTfiJM u. SIDE uAM1e ueL a -Am Yet NOTRe 1. This system hog been evaluated for use in locations cohering to the Florida.Building Code YERTx.V. SIDE .LWB and when pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings r ✓e'uIt and Other -Structures do not exceed the design pressure ratings listed herein. aIt . 2. For installations where the sub —buck is Iw than 1-1/2' (FBC section 1707.4.4 Anchoeoge Methods and sub —sections 1707.4.4.7 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' engag4rent of the Topcon into the masonry wall Is obtained. 1,ltyiEL DESIGNATION: Themes-Tru Out -Swing Door Wood Fromes System-•F';K:N PRESSURE RATING: 3 1UX 18' O.C. Single Positive 67.0 PSF Negative 67.0 PiF MMIMUM OVERALL NOMINAL SIZE., Single up to 5'4 x 8'0 w/wo skel'tea Double up to B'4 x a'O w/wo Weill" • • � � � ., •.. � .e F7GU•• Single with Sidslitea Positive 60.0 PSF Negative 60.0 PSF 11t�F1asjtyReT10NSr X. OX: X0. OXO, XX. OXXO Jouble w/wo Sidelites, Positive 47.0 PSF Negative 47.0 PSF OEh6RAL DESCRIPTIONS The hood and side jambs an runorjoint pine ��.,�-�� measuring a min, 4=9/76' with a 7/2' robDeted stop. 1 T—'"-,. 4 MASONRY LIN J�' TAPCON 't. _fWR K . eYTcmOR � ' 8x2- t PFW M 1. a' ? HEAD JANB d e rAd•! t IDIB. . 25' MAIL MASONRY LINTEL 1 x 2 FIRRINO -13v r DRYWALL I. TAPCON TYPE ANCHOR .'•.�i'•'I II �• ayi.mws sr's.. •'-w S� oasis:;+ O o y - esw�s t 1 MIN. e, EMB. ie14 . 0 . MAX 18' O.C. I x 1 i1RNMNC r° '•"� oarrnll 3/16' 14PCON TYPE ANCHOR 3 iX BUC< c .25, MAX. SHIM SPACE - -- EXTERIOR 2.23'—il i 1t!>�stDe 3/16' 7APCON TYPE ANCHOR li HEAD .LIMB TO iX SUB -BUCK CONCRETE MASONRY BLOCK J/16' TAPCON TYPE ANCHOR ELCO TAPCON OR EOUAL (235 I.S. SHEAR FAThW) S iXTFRJOB 3/76' TAPCO TYPE ANCHOP 'SHIM SPAO—ilE ; • •' " •i` I "• I ••'.� „• • • i-4 yr RIff8198 L d J x +/2".S.- r d� C siNx t x 2 PRR7NC DRYWALL vERnul SIDE •LwB IX BUCK TD iX sub -BUCK ' J.- J�81l1B1 x 2 f1RR1NC �' 1. This system has Deem evaluated for use in locoGans adhering to the Florida Building Code .15' and where pressure requirements as Morminea by AWE 7 Minimum Design Loods for Buildings C-DRYWALL 2X BUCK and Other Structures do not exceed the design pressure ratings listed herein. ;iF•� ,:.. VERTICAL SIDE JAMB 10 TX SVB-BUCK 2. For installations where the sub -buck Is less than 1-1/2' (FBC section 1707,4.4 Anchorage Methods and sub-sec(ions 1707.4.4.1 and 1707.4.4.2) 7apcon type concrete anchors must be used and the length must be such that 0 minimum 1-1/4' engagement of the Topcon into the masonry wall is obtained. ' 3. When using a IX sub -buck a 6-9/16' jamb is required to allow for min. edge spacing for Topcon type anchors44 nH• � It i <, 1 } ^' o f T : �, xri� �'�.• .ej.`vl i` ttt .t .S'3Y• .. R ser f : •'.f . 41 tlr, 513.584.W31 SCALE: N.T.S. DWG. BY; W,LN. CHK. BY: R.W, DRAWING NO.: T-02203 Star 1 or 1 �IOj�EL DES!GNATTON• :. Thermo-Tru In -Swing / 01.t-Swing Door Wood Frames System - ^�MAYM IM OVERALL NOMINAL SIZE Single up to, 54 x W0 :/wo sidelites - Double up to 8*4 x 8'0 a/wo sidelites j, . LE CONFlGURAnONC• X. OX, XO, OXO, XX, -0XXG GENERAL DESCRIPTION: The head and side jambs ere fingerjoint pine measuring a min. 4-9/IF' with a 1/2' rabboted stop. Yr• . l DOUBLE 2X 60• ea- r a ^ HEADER MEMO . .1s• wH. C-SW SHFAneNO o 23' MAX Sk W SPACE VVtTlcQAjL SIDE •"e '. d L I S, UK 'r nFSlrN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Doubic w/wo Sidelites Positive 47.0 PSF Negotive 47.0 PSF %.o•_ � 30- ac- -- 1 — F TH s1DEL IrEs w n OCN coy0co QWu) Q. N � � N W r 3 w U N y�. W p O a � 3 z U O 1n 3 I z g$1&--r e c 3.684.3831 SINGLF OR DOUBL DOOR MU - - • -• - SCALE.- KT.S. - DWG ef: W.L.1 This system has been evaluated for, use in locations adhering to the Florida Building Code CH BY: tiw and where pressure requirements as determined by ASCE 7 Minimum Design Loads for 8uildia;s DRAynNTCG N04 2202 and Other Structures do not exceed the design pressure ratings listed herein. s u, 1 a 1 A THERMA oTRU® I "FIFER OLASSICPSMOOTH STAR• INSW W0 B 8 SUNG E AND DOUBLE W7a wAWYsIDanm INSULATED FfBOM ASS DOOR W(TH WOW FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE. SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MAMI=DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LtSTEO AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHAM BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT QQES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 6. M"I-DARE APPROVED IMPACT RESISTANT SHUTTERS dAF R OLIIRFD FOR SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fibergloss avg. min. yield strength Zmmin.)-6,000 psi ooth5tar - 0.070' minimum skin thickness FiberClossic - 0.110" minimum skin thickness Core desien: Polyurethane foam core. withl.9 lbs. density by BASF. �):CYL,tl9di The pv el skin is constructed from a 0.070' thk. e molding compound (SMCfie interior cavity is /Jfed with 1.9 lbs. density &LSE pofjvrethane loom. The ppoond face sheets arc glued to the wood stiles and Jails. N LVL mch stile s reinforced with a wood leak block measuring 2.375 x 14.0 long at the strike and deodboft location. the hinge stile is Finger Jointed Pane and the top and bottom rail are of a wood composite material In the double door application the inactive door is filled nrith on extruded aluminum astrogal (Wind Jomber 0) of 6D63-T6 alloy. Teton• The from is a led from fi jointed pane. The er ns Jann to the side pmbs with 3) 16go. 1/ crown x 2 long staples at each side. The mullions are secured together in a sidefite application udrq /8 x 2" long PFH Wood Screws (6) screws per each mullion. The units use on Inswing Saddle threshold measuring 5.75' x 1.5487. r I' I mm n : The sdelife panels ore sandwich glozed o Mo piece yy ! grg II dopare e)) glazed the with sxco e.�Thealitefromes are Iheld together wH�k o /8 x 1 f/2 long Ploscrew. TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS k GENE NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS do NOTES ANCHORING LOCATIONS k D AILS 6 ANCHORING LOCATIONS do GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS k UNIT COMPONENTS 37.5 MAX. 105.5MAX. OVERALL FRAME WIDTH OVERALL . WIDTH 36.625' MAX. 15.5' 36" MAX. PANEL WIDTH FRAME MAX. PANEL WIDTH W/ASTRAGAL FRRAME WIDTH 13.75" MAX. WIDTH F ® ®==J-T p ® ® ® ® 7.125" MAX. W1- D.L.O. WIDTH x � w W = } I a C -I J e0 0 0 go O 4 0 010 'a go 0 0 a � o LQgUBLE /IDELITES INSWING UNIT sINGI jlfff'T 74.5' MAX. OVERALL FRAME WIDTH ALL MODELS 68.5' MAX. OVERALL WIDTH 36.625' MAX. ARE VIEWED 36" MAX. 15.5' MAX. PANEL WIDTH ----I FROM 1NfER10R PANEL WIDTH FRAME WIDTH DESIGN PRESSURE RATING UNIT TYPE WH WATER INFILTRATION RE UIREM ENTIS NOT NEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF WITH SID LITES + 55.0 PSF - 55.0 PSF 13.75" MAX. ® ® WIDTH } 7.125' MAX. = D.L.O. WIDTH w / C o 1 _ an It o> ,� o oNo �No�o $go Ir o LI CD�Q00 UJ UJ �0 Il '"YY BUILDING )NSULTAWM. INC 513.654.3831 / FLORM B. O. A.Y..' ow0. BY: N TJH CHx. BY: RW MANUFACTURER N� s aNc Na.: S-2757 MASTER 174KILI! e B 16 13 17 20 N e ,°-O• o � Qop••° 6 = i = lid .. o' '0 INTERIOR z a FXIE6lQB b • S o d'O p' N 1.68" MIN. e C4 PANEL THK. 'O po • •. 0 1 8 o' :p 5 it 19 ZO W 14 � m N E� • •4' 1 el cancc SFCTION j 2 DOOR PANEL NW •D e. .. .: 16 13 17 20 29 � p:o..o 42 �Z � to N n O d' do 43 c� 3.3 ap 34 0 ;, o 'p'o SEE NOTE ; 5 SHT. 4 :p.. x 2 41 W SEE NOTE 4 1 SHT. .5' MIN. d o GLASS THK, EXTERIORS o 0 25 0 `! FOAM G4SKEf d[ N . ao SILICONE CAP BEAD p ',0.. 6 n op.'o 1.68' MIN. PANEL THK. O5 Sa O coo Oa. u7 ao fLZp� to COW cr- Do r\ to a- =— xz N V� 813.684.3831 mm 08/10/0 n:1/2" owc. s+: TJH ff'�',� ���1 au er: RW lJ'j� �]LJilTJ s 2151 �II ' 7 a II i 24 8 EXTERIOR 7 O > SEE NOTE 2 SHT. 4 7Y N C.)00 27 a�000 6 O INACTIVE ACTIVE g � p= :�; F 3 coo 00 a 3 30 eJ ASTRAGAL RETAINER 31 , °Do 1z - a BOLT 8.0LG. TOP �o do BOTTOM (2) BOLTS NTERIOR 22 x_Z V ` AT TOP & (2) AT BOTTOM SEE NOTE 6 3 �inO ' i 18 SHT. 4 FOAM GASKET do CAP BEAD �o� o in ^' 7 3 ® ASTRAGAL 43 SE 140,SIUCONE SESIiT 4 34 9 o� �, xo 1 7 8 43 33 r 9125. o m K; 25 10 1.15' MIN. �' oEXTER EMS. z .25- MAX. SHIM FOAM GASKET ,on .. o . y ' C-SINK MIN. C— SILICONE CAP BEAD ° ' EE NOTE 43 5 SHT. 4 34 ..• INTERIO R Z Y 4 Z Y 36 uNi in S in 33 25 J 41 c> 26 9 10 37 29 a S E NOTE 1 SHT. 4 10 a 13 .; . o.. a SEE NOTE 7 SHT. 4 3 o HINGE JAMB TO SIDEUTE Z o Y mil h •� 36 6 29 m C' 0? S 41 CENTRAL �:1L111Ln V • , �. , '.o; ;c wee 08 ,D D, a• 17 _ S£ NOTE 1 ."1IPA nLI/2' - 1' . 11Y�EBIQR 16 35 SHT. 4 ��1� Al 11 L71CT 1LJ1171.i RL , `� :JLfL O aa. rr. RW 3 AI CROSS SECTION lV v ov N� (l � 5-2151 2 3 O SIDELITE TO BUCK ------ --- sNaT 3 Of 8 I i , 1, 15' MIN. a EMBED. • .� 15" MIN. I C-SINK i 17 I I 8 !a . 7 30 . S•. 6 op T; 16 •:. 3 1 J 21 31 e z 25" MAX. fn1 a SHIM SPACE$ 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.57, 16.5 27.57, 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 v44CT1VE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3. 5; 18.25". 40.5, 59.25', 74.25", 76.25' do 78.25. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16G4 x 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. S. THE SIOELTTE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT _ EACH VERTICAL JAMB,- FROM THE TOP DOWN AT 13.5 ,31-. 48.5- 66'. THERE ARE (2) AT THE' HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS, 6THE SPACING ULLIONS?TOGETHER ISrTHE SAMECAS TSECURING THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELTTE AT THE j MULLION USE REM NO. 37 (p l 0 x 1 3/4' SCREW). FOAM GASKET do SILICONE CAP BEAD 1.10 hin. ... ., .° EMBED. 15" MIN. C-SINK -1 13 r Y w EXTERIO Q IN RIOR 4 6 26 2 I ['BOSS SECTION 4 HINGE JAMB TO BUCK, 21 SEE NOTE n 6 SHT. 4 SEE NOTE 5 SHT. 4 b 0. 17 c . 16 • � 12 10 SEE NOTE 7 SHT. 4 .25' MAX. SHIM SPACE Z Z 36 z N J 29 41 13 30 'o a 1 SEE NOTE 1 SHT. 4 31 INTERIOR 18 3 H I R N •--�'� KE7 ® STRIKE JAMB TO SIDELTTE 1 C. : �1� A'. ;��•. J A. I. , w �l :No pNSUITANT�. INC 813.684.3831 er: Tit er, RN nG NO.: 5-2151 r 4 or SEE DETAIL *F' SHT. 5 ■ ■ ■1■■ ■\� ■IIr . U - SEE NOTE' 3 SHT. 4 — SEE NOTE 6 SHT. 4 SEE DETAIL 13-"G'SHT. 5� TYP. SEE DETAIL _ "H" SHT. 5 b4 EI TYP. - 43 SEE DETAIL �' L_ _ "F" SHT. 5 SEE DETAIL SHT. 5 SEE NOTE - TYP, 6 SHT. 4 I L SEE NOTE TYP4 SHT. 4 14 N ui SEE DETAIL _ "G" SHT. 5 U tA� TYP. T i 6• 6" 3" 3� 3" 6" 6" 6" ® FBJ®RMA BO0oL111�F.H. DOUBLE DOOR WAIDELTTES tin SINGLE DOOR ACT NANZI MASTER 1'HXtA A 0.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 0 13 c c -- 13 10 10 DETAIL 'F" DETAIL ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATE STO FEE DETAIL "G" AT THE THRESHOLD AS SEE NOTE 3 SHT. 4 1 N c, ' 0) N V] N L SEE NOTE '0 4 SHT. 4 o `Oz0 z x- O m as�i ' L, kv avawNG DNSULTANiS. INC 813.684.3831 T. 08 10 01 ILL- N.T.S. G. Br: TJH K BY: RW AMNG NO.: S-2151 In 5 or 8 0 ---- CENTRAL I�IL�� :�➢A „IE�� c�a ��'� 0 M ,\NUF C TURER IIA I'IE o _SEE DETAI E' SHT TYP. 5 SEE DETAIL 'F- SHT. 5 6. 3" 6b" o 6' 3 �-- 6' 3. _H 3�. 3' � _ 3' 6' -i 3" I I IA I I I TT I 13 — SEE NOTE 13 = TYP, _ 3 SHT. 4 SEE NOTE TYP. SEE DETAIL n 3 SHT. 4 SEE NOTE _ 'F" SHT. 5 ad M 6 SHT. 4 N _ I TYP.SEE DETAIL _ _ C' SHT. 5 SEE DETAIL L SEE DETAIL TYP. n �" 'E' SHT. 5 N- SHT. 5 �. ui I_ _ TYP. _ 13 J- SEE DETAIL 'K' "M" 'K' TYP-= 'Mt — SEE NOTE "G' SHT. 5 14 14 14 _ 4 SHT. 4 — 14 TYP TYP. 'M" TI.TYP. I 3" 3 i-� H-7 6 6 F-- 6" " .3" SEE NOTE 3' 6' 6' 4 SHT. 4 6' 3' ® ®TYP. nOLIFn E DOOR SINGLE DOOR W SIDELITES .453' GLASS BITE .463' C1A55 BITE 32 40 1 33 32 XT RIOR 25 1-�� 25 1/8' TEMPERED F1/8' TEMPERED CLASS GLASS.25' AIR .25' AIR Q.0 0 ... SPACE SPACE 0 1/8' TEMPERED 1/8" TEMPERED GLASS2 GLASSINTERIOR 36 zY 41 SEE NOTE;An w 6 i SHT. 4_25" STEELOTE 7 25" STEEL INTERCEPT a SHT. 4 SPACER INTERCEPT SPACER 5' INSULATED GLASS W/ S' INSuI ATED -GLASS W/ TCI: I RF FRAME GLAZING DETAIL BT�I !TE FRAME C•LAZINGDFTAIL - Y� oa1.olNo NSUITAHTS, INC 813.884.3831 Dim 08/10/01 wur N.T.S. DWr,. er TJH CHK. BY: RW DnNna NO.: S-2151 vary 6 OF 8 1-�� 25 1/8' TEMPERED F1/8' TEMPERED CLASS GLASS.25' AIR .25' AIR Q.0 0 ... SPACE SPACE 0 1/8' TEMPERED 1/8" TEMPERED GLASS2 GLASSINTERIOR 36 zY 41 SEE NOTE;An w 6 i SHT. 4_25" STEELOTE 7 25" STEEL INTERCEPT a SHT. 4 SPACER INTERCEPT SPACER 5' INSULATED GLASS W/ S' INSuI ATED -GLASS W/ TCI: I RF FRAME GLAZING DETAIL BT�I !TE FRAME C•LAZINGDFTAIL - Y� oa1.olNo NSUITAHTS, INC 813.884.3831 Dim 08/10/01 wur N.T.S. DWr,. er TJH CHK. BY: RW DnNna NO.: S-2151 vary 6 OF 8 - Y� oa1.olNo NSUITAHTS, INC 813.884.3831 Dim 08/10/01 wur N.T.S. DWr,. er TJH CHK. BY: RW DnNna NO.: S-2151 vary 6 OF 8 1.063' 1— N1 .ONi .ly 2 2 n 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE �O a 26 ILL 4 Y 4 STEFL DOOR HINGE h . � r-.1.o77•—{ I-- 1.531' JOINTED M � dr� .526' 1.232' 33 pl ecnr LIP LITE FRAME Fk TRUDFD BTS 2.141' F 691 --{ -T h n b L �JSWING SIDELITE 15 BOTTOM B00T 0.09" EXTRUDED VINYL WALL G) Oi F.—.1.531 ` ---i O FC TOP RAIL WOOD COMPOSITE T 0 OD FC.. BOTTOM RAIL WOOD COMPOSITE 4►— 1.531 " --1 N L 1 SS BOTTOM _RAIL "� 11 WOOD COMPOSITE f►— 1.077' N �-- 1.531 CMC't rrc GI AMJe Vr)F STILF 36 FINGER JOINTED PONDEROSA PINE 1.264' T I m N ^ h N N 3 L tom--- 1.531' --ice O cr L ATcu clnF Sill F COMPOSITE 2.375"L—M---�{ 0 7 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE ".526" 2.713" `o T .� N • n L -i1 {-.--1.531 " ---i 0 FC. WOOD HINGE SIDE STILE 5.75' Li Li SFI c ADJUSTING SADDLE THRESHOLD 19 AI_L1MIN MMNYL .D45' WALL ALUM. .080' THK. WAI L VINYL TYP. (V O op �O� 1c20� 8 :s Lj c�CLU� I.O�O 3aco U N U S 0 V z w ��No DNSQT,=,: uu 813.684.3831 5-2151 7 a I i1BEHClASSIC DOOR SKIN .110' MIN. THK FIBERC ASS BY 1HERMA-TRU with IoWd sVvvth Fr( min Cow' FIBERGIASS Fr. TOP RAIL 1.531 x ,94 rERMA-TRU MOOD COMPOSITE wD00 OOMPOSRE 3 FC, LATCH STU -TM) OR x 1:209 NO00 COMPOSITE 4 FC, STILE NERMA- PONDEROSA L?09 WOOD 5 FC. BOTTOM RAIL L531 x 125 1HERM1-IRU MW COMPOSRE wW0 COM7051TE 6 POLYURETHANE VQAM .91bS. D S FOAM 7 SHOR7 REACH COMPRESSION wfATHERSTRIP -TRU FOAM 8 LONG COMPRESSION WEATNEWWWW -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TR. STEEL 10 10 x 3 4 . PFH W000 SCREW to frame 1 Si 80TRTMRAI 1.S31 z .94 RF/8M-IRU WM 12 1 10 x G.- PFH W SCREW 8 x 1 . PFH WOOD SCREW STEEL ST EL 14 3 16 TAPCON ANCHOR ELCO 2,0 MIN. LG: STEEL 1 SI LITE BOTTOM BOOT .09 EXTRUDED VINYL hNY1 16 2x INNER D BUCK WOOD 17 MAX. 1 4 SHIM, TER WOOD 1 19 KWIKSET TITAN 700 ERIES PASSAGE LOCK - UM. OD 0 x - E WOOD 21 x - x 5 Wl FWE W KWIKS AN 700 SERIES DFi1DBOLT - 4 S ASTRAGAL BER ItWR68T .052 WALL GLAZING, 1 2 INSULATED TEMPERED GLASS UM. 606 -T6 G S" S5 -TRU PWAEROS1 1.1 x 1.531 - WOOD 7 18 x 1 G. PANHEAD SHEET METAL SCREW STEEL 8 INSWING DOOR BOTTOM SWEEP 29 WOOD 3 31 FC WOOD LOCK x 1.515 Puccw . W= 1. x I," W OD WL100 COMPOSITE 2 1 K. CELLULAR GLAZING' STIK-11 TAPE - 33 PLASM LIP LITE FRAM THEW-TRU STS 34 r 4.56J x 125 BLANK JQs TRU PONDEROSA PINE OO 3 SIOELIIE SDE STILE -TRU 153t x .656 PONIOEROSA PK WO D 7 iflo x 1 3 4 L. PFH WOOD SCREW STEEL 38 SS. TOP PA 1.531 z .94 THERMI-1W I== WOOD COMPOSITE 39 NOT USED - 40 SILICON CAU SILICONE 41 8-1 x 1 1 2 P164CREW FOR ITEM 34 STEEL 42 1 SOEUIE TOP t BOT Od Rol - 331 1. P RIM PK WOOD 43 118 x 2' I.C. PFH WOOD SCREIV ST E �1.ss1 T"---{ q L 38 in �SS, TOP RAIL WOOD COMPOSITE .592" co N rn cc .3�3,179 N O " N R CH MPR I N W TH R IP FOAM CELL CORE W NYL JACKET 3" x cV rn h'- CnuDDCCCIAN WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET / DRILL TRU FOR .357" DUI. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS wiNDjAMBER II WR66T STRIKE PLATE cc i erru cinF STu F COMPOSITE h 1.531' �d> N co R I on 2 a:zon QOWO, O z) O 26 co SS WOOD HINGE SIDE STIL a ASTRAGAL HAS n (2) 8.0" N BOLTS O BOTTOM ri 1 BOLTS O TOP 1.767- --i Y4 WINOJAMBER II WR68T ASTRAGAI (ALUMINUM 052" W4 < TYP•) —i li. MATERIAL: CIR�QMATERIAL: CAR ASTRAGAL, k YELLOW CHROMA E ;. _--.-`.-'. � ':1��.i� is # "_- •-i Lr VV BVRDNG )*GULTAN S, INC 813.684.3631 e 08 10 01 ALL: N.T.S. c BY; TJH BY: RW W*c ao: S-2751 m A or 8 JUN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P-02 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 RE: Florida Extruders Fenestration Master ille Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based' upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Huck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 'fz") does not influence the lateral resistance capacity of the concrete screw (Le. 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 ',is'. Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed l %'. 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 1.1/.". Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 Vz" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4_2 of the Florida Building Code. 2"0 3er+rett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 JUN-21-2002 09:52 MILESTONE IJIND061S s �IEJQ�ly��ill��%ps 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 I Amoruso, PE ramoruso.oeColfiori agxtrud EffS,com Florida PE License No. 49752 Florida Extruders International, Inc. Certificate of Authorization No. 9235 Cc; Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section .61G15-23.001, F.A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. fZ��OZ Flk: 2DD2-LTR; R]A-Oos 2540 34wett lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 2 Universal Forest Products i Re: 53906980 Centex Homes Orlando 1692 A Roof i The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906980 CJ1 53906980 CJ3 53906980 CJ5 53906980 EJ5 53906980 EJ7 53906980 H1 53906980 H2 53906980 H3 53906980 H4 53906980 H5 53906980 H6 53906980 H7 53906980 H9 53906980 H10 53906980 H11 53906980 H12 53906980 H13 53906980 HJ5 53906980 HJ7 53906980 T8 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 i'✓� 2/5/2004 John Y resley License # 5587,s The seal on this drawing indicatacceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 '1'el: (336) 226-9356 li'ax: (336) 476-9146 10 Job Truss Truss Type Qty Ply Centex-Orlando/1692A✓jsk/4-14-3. 53906980 CJ1 JACK 10 1 Job Reference (optional) Universal Forest Products,lno., Burlin en, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inca Sat Apr 19 12:17:11 2003 Pagel c 4 -1-0-0 0 11-11 1-0-0 0-1111 Scale - 1:4. 5.00 12. B I T1 1 - .. I A f 0 f I - 0'-11-11 i ' sx4 = 0 11 11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase .1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 . Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 5 lb LUMBER TOP CHORD 2 X 4 SYP N BRACING p �TOP CHORD Sheathed or 0-11-11 oc urlins. BOT CHORD 2 X 4 SYP N0.2 o.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 I-13(load case 5), B=-89(load case 4) Max GravC� 28(load case 4), B=138(load case 1), D=9(load case 1) E FORCES (lb) - First Load Case Only TOP CHORD A-13=22, 81-C=-28 BOT CHORD B-D=0 i NOTES (3) { 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.0psf; BCDL=6.0psf; occupancy category Il; exposure B; enclosed; MWFRS gable end zone; cantilever left and eight )�xposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. I 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 ishown and centered at joints unless otherwise noted, j Provide bracing where i T dicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andi permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for N 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 purposesionly and are not part of the review or certification of the truss designer. I LOAD CASE(S) Standard E j F Customer No: 1? 045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job:R 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ1 i - - a Job Truss Truss Type Qty Ply Centex-( 53906980 CJ3 W110 1 Job RefE Urriversal�Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s.Feb 20 2003 MiTek Indusi :n zuuj rage i Scale + 1:7. D i I 2-11-11 2-11-11 LOADING (psf) SP�CING 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) 1st LC LL Min I/defl — 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP 1.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP 14o.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 j63(load case 5) Max UpliftC-52(load case 5), B=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B;C=-43 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL-6.0psf; BCDL�6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left. and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 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 fabricates 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 and1permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for e conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific. building. Any references to job names and. locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i I i i I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job:11692 A RF Date Req 04/25/2003 Draw No:53906980CJ3 Job Truss Truss Type Qty Ply iCentex-Orlando/1692A/jsk/4-14-3 53906980 CJ5 JACK sl 8 1 ;Job Reference (optional) UniversaV Forest Products lknc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 u =lal,i s B1 i i o 3x4 = 4 11 11 4-11-11 LOADING (psf) SPLICING 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 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C - n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft — 240 Weight: 17lb LUMBEFIr BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 ocpurlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigld ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C -126/Mechanical, B-275/0-8-0, D=46/Mechanical Max Horz B=100(load case 5) Max UpliftC1-94(load case 5), B=-69(load case 4) FORCES (lb) - First Load tase Only TOP CHORD A-B=22, B-C=41 BOT CHORD B-D=0 NOTES (3) 1) Wind' ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.0psf; 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 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 irtldicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection an� permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformancewith conditions and requirements of the specific, building and governing codes and ordinances. The truss.designer accepts no 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 B administrative purposesonly and are not part of the review or certification of,the truss designer. l LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES. ORLANDO. Shop No: 53906980. Contractor/Job:11692 A RF Date Req:04/25/2003 Draw No:53906980CJ5 Job Truss I Truss Type Qty. Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 i EJ5 JACK 1 i Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff . .- 5.000 s Feb 20 2003 MIT& Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 -1-0-0 5-0-0 1-0-0 5-0.0 Cale 1:11.1 i T1 l . 131 i 3x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 ' CSI DEFL in (loc) . I/defl PLATES GRIP TCLL 20.0 Places Increase 1:25 TC 0.24 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >348 BCLL 0.0 Rep Stress.Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 ` Weight: 17 lb LUMBER I BRACING TOP CHORD 2 X 4 SYP N�b.2 TOP CHORD Sheathed or 5-0-0 oc purlins. . BOT CHORD 2 X 4 SYP N6.2 BOT CHORD Rigid! ceiling directly applied or 10-0-0 oc bracing. f REACTIONS (lb/size) C '127/Mechanical, B=276/0-8-0, D=46/Mechanical Max Horz B 100(load case 5) Max UpliftC-94(load case 5), B=-69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-IC=41 BOT CHORD B-D=0 f 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 94 lb uplift at joint C and 69 Ib 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 toI reduce buckling of individual members only and does not replace erection and �ermanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer. accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer: LOAD CASE(S) Standard i G i i I Customer No: 11,045 Customer Name: CENTEX HOMES ORLA'NDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ5 Job Truss i 53906980 EJ7 i Universal Forest Products,lhc., I i i -1-0-0 _r Qty Ply Centex-Orlando/1692A/jsk/4-14-3 18 1 Job Reference (optional) gto ' 5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 1 _ 7-0-0 Truss Type JACKedeecul4�lBlElii d Scale .1:15, B B1 ttf4��j D 3x4 = 7-0-0 7-0-0 i LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.55 Vert(LL) n/a - n/a TL20 245/193 - TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A >93 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min l/deft = 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N�o.2 TOP CHORD ' Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C 1190/Mechanical, B=352/0-8-0, D=66/Mechanical Max Horz R 87(load case 5) Max UPIiftC i-135(load case 5), Bm-62(load case 4) FORCES .(lb) -First Load Case Only TOP CHORD A-B=22, BBC=61 BOT CHORD B-D=O i NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.0psf; BCDL=6.Opsf occupancy category Il;.exposure B; enclosed;MWFRS gable end zone; cantilever left and right ekposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. I 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 Ibl,uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricatedlper 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 ermanent 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 responsibilityi 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 i administrative purposes only and are not part of the review or certification of the truss designer. i LOAD CASE(S) Standard i l Customer No: 11'045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980: Contractor/Job: 1 692 A RF Date Req:04/25/2003 Draw No:53906980EJ7 F Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H1 HIP 1 1 i _-_------�-�'� Job Reference (optional) Universal Forest Products, Inc., Burlington, NCB a 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 13:25:37 2003 Page 1 1-0-P 4-6-4 7-0-0 12-3=7 17-5-2 22-6-14 27-8-9 1 33-0-0 35-5-12 , 40-0-0 41-0 0 1-0-0 4-6-4 2-5A2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7, 2-5-12 4-6-4 1-M Scale - 1:68. j 7x10 — 7x10 = - 5.00 12 ! - 5x6 = 5x8 = 20 II' 5x6 = - - 5x6 = - 2x3 D E F G H I J 2x3 O G K t iI W W Q W 3j W cb B L. C dMI� 5x10 = 1. u T S R O P O N 500 = 5x6 = WO M1118H= 5x8 = 5x6 = 5x6 = 5x6 = - 5x6 = 5x10 M1118H= 7-1-12`'" j 12-3-7 17-5-2 . 22-6-14 27-8-9 32-10-4 40 0 0 i 7-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12 Plate Offsets X Y : B:0-2-7 Ed e , D:0-3-12 0-4-4 J:0-3-12 0-4-4 , L:0-2-7 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.93 Q-R >510 TL20 245/193 TCDL" 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -1.53 Q-R ` >308 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.27 L n/a BCDIL 10.0. Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 250 lb LUMBER { BRACING TOP CHORD 2 X 4 SYP No.2 'ExceptTOP CHORD Sheathed or 1-8-3 oc purlins. T2 2 X 6 SYP, No.2 T3 2 X 6 SYP No.2 BOT CHORD Rigid!ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2 X 6 SYP N0.1 `Except" B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except" W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W 1 2 X 4 SYf No.2, W 1 2 X 4 SYP No.2 W 1.2 X 4 SYP No.2 REACTIONS (lb/size) B-b309/O-8-0, L=3309/0-8-0 Max Horz B=175(load case 5) Max UpliftB=1939(load case 2), L=-939(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD A-B=26, B-lC--7372, C-D=-7387, D-E--10163, E-F--11707, F-G=-11707, G-H=-11707, H-1--11726, I-J=-10159, J-K--7388, K-L--7372, L-M=26 BOT CHORD B-U=6690,IT-U=6864, S-T=6864, R-S=10161, Q-R=11.726, P-Q=10157, 0-P=6865, N-0=6865, L-N=6691 WEBS D-U=178, J-N=179, C7U=194, D-S=37401 E-S=-1565, E-R=1760, G-R=-629, H-R_ 2!1, H-Q=-634, 1-Q=1786, 1-P--1570, K-N=195, J-P=3734 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FB!C2001; 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 939 lb uplift at joint B and 939 lb uplift at -joint L. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connections) required to support concentrated load(s) 385.0Ib down.and 25812Ib up at 33-0-0, and 385.O1b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricatedjperANSI/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 conditi' ns 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 li 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) j Vert: A-D=-60.0, iD-J=-125.0, J-M=-60.0, B-L--41.7 Concentrated Loads (lb) Vert: D=-385.0 J=-385.0 i Customer No: 1 t45 Customer.Name: CENTEX HOMES :ORLANDO Shop No: 53906980 Contractor/Job: 1692 ARF Date Req:04/25/2003 Draw No:53906980H1 Job Truss Truss Type _-Qty . Ply Centex -Orlando/1692A/jsk/4-14 3 53906980 H2 HIP TRUS,, 1 1` Job Reference (optional) Universal Forest Products,ln'c., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 -1-0- 5-9-1 1 9-0-0 16-5-3 23-6-13 31-0-0 34-2-15 40-0-0 41-0 1-0-0 5-9-1 3-2-1 5 7-5 3 7-1-11 7-5-3 3-2-15 5-9-1 1-0-0 Scale - 1:68. 5x6 = 3x6 = 3x8 = 3x6 = 5x6 = -5.00 F12 E _ F G N Tq _ 2x3S� .. 2x3 ,i C l 2 w W1 . 4 BS K .- 0 ' I< 3x7 = - F N M 3x7 = _ 3x8 = 3x10 M1118H= 3x8 = - 3x10 M1118H= 3x8 = i j 5-9-1 9-1-12 20-0-0 30-10-4 34-2-15 40-0-0 5-9-1 } .3-4-11 10-10-4 10-10-4 3-4-11 5-9-1. Plate Offsets X Y : D:0-3-6 0-2-4 H:0-3-0 0-2-4 LOADING (psf) s SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.35 N >999 TL20 245/193 .TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.78 L-N >608 BCLL 0.0 Rep Stress lncr YES WB 0.64 Horz(TL) 0.20 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-14 oc purlins. BOT CHORD 2 X 4 SYP N6.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-P, G-L j 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=-3354, C-D=-3150, D-E=-2917, E-Fa-4077, F-G=-4077, G-H=72917, H-I=-3150, 1-J=-3354, J-K=22 BOT CHORD. B-P-3001, ,0-P-3974, N-0m3974, M-N-3974, L-M-3974, J-L-3001 WEBS D-P=845, F� L=845, C-P--140, I-L--140, E-P=-1192, E-N=150, G-N=150, G-L--1192 i NOTES (6) j 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-08 per FBL2001; 11 Omph; h=15ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right e�posed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate draina a to prevent water ponding. 4) All plates are TL20 plates, unless otherwise indicated. 5) Provide mechanical connbction (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. `per 6) Truss shall be fabricated ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buFkling 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 conditic ns 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 6f the truss designer. LOAD CASE(S) Standard I i I Customer No: 11 P45 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job; 1692 A RF Date Req:04/25/2003 Draw No:53906980H2 c Job Truss Truss Type I Qty Ply Centex -Orlando/1 692A/jsk/4-14-3 53906980 H3 H CJSS 2 1 Job Reference (optional) Universal Forest Products, I c., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 .Page 1 1-0-P 6-10-4 t 11-0-0 17.0-0 23-0-0 29-0-0 33-1-12 , 40-0-0 4,1-0�0 1-0-0 6-10-4 4-1-12 6-0-0 6-0-0 6-0-0 4-1-12 6-10-4 1-0-0 Scale - 1:68. ; 5x6 = 3x6 = 5x8 — 5x6 . 5.00 12 D E F- .. O ' 2x3 Q - .2x3 6 IC H 17 w1 2 W W1 4 w v 8 A 1 J qq Id a 3x7= O N M L K 30 = 3x10 M1118H= 3x6 = 3x8 = 3x8 = 3x10 Mill 8H= i i i 6-10-4 i 11-1-12 20-0-0 28-10-4 33-1-12 40 0 0 6-10-4 4-3-8 8-10-4 8-1 0-4 4-3-8 6-10-4 Plate Offsets X Y: D:0-3-, 0-2-4 , F:0-4-0,0-3-0 G:0-3-0 0-2-4 LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCDL %0 Platles Increase - 1.25 Lumber Increase 1.25 TC 0.54 BC Vert(LL) -0.26 M >999 Vert(TL) TL20 245/193 0.86 -0.58 B-0 >812 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.17 I n/a BCDL . 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N.2 TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid !ceiling directly applied or 7-11-4 oc bracing. WEBS 2 X 4 SYP N6.3 l REACTIONS (lb/size) B=1653/0 8 0, 1=1653/0-8-0 Max Ho rz B= 06(load case 4) Max Uplift8=.317(load case 2), 1=-317(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-13=22, B=C=-3291, C-D=-2975, D-E=-2721, E-F=-3328, F-G=-2721, G-H=-2975, H'.I=-3291, I-J=22 BOT CHORD B-0=2961,1N-0=3279, M-N=3279, L-M=3279, K-L=3279, I-K=2961 WEBS D-0=836, G-K=836, C-O=-316, H-K=-316, E-0=-712, E-M=90, F-M=90, F-K--712 NOTES . (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-98 per FB'C2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1,60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates' unless otherwise indicated. - 5) Provide mechanical connkection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint I. 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 bdilding 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 certification6f the truss designer. LOAD CASE(S) Standard i j customer No: 1 l m Customer Name: GtN I LX HUMES OHLANDU. Shop No: 53906980 Contractor/Job: 1.692 A RF Date Req:04/25/2003 Draw No:5390698OH3 IFV Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H4 COMMON -- _-- 2 1 Job Reference optional) Universal Forest Products,lnc., Burlin 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page i -1-0-P 7-1-3 j 13-0-0 27-0-0 32-10-13 40-0-0 4,1-0 0 1-0-0 7-1-3 5-10-13 14-0-0 5-10-13 7-1-3 1-0-0 Scale - 1:68. i .5x6 = .. 20 II 5x8 D . E F' 5.00 12 _ I , .' -20, 2x3 c, W W2 V W2 3 G 4 - _w . .- A e H � I$ 3x7 = -. N M - - L _ K i - - - 3x7 = . 3x6 = 3x8 = .. 3x8 = 3xe = 3x6 = { L. 10-3-14. 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 1. 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 TOLL 20.0 TCDL 10.0 Plates Increase 1.25 Lurlber Increase 1.25 _ TC 0.55 BC Vert(LL) -0.22 L >999 Vert(TL) TL20 245/193 0.79 -0.50 L-N >944 BCLL . 0.0 Rep Stress Incr, YES WB 0.24 Horz(TL) 0.15 H. n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Weil— 240 Weight: 189 lb i LUMBER I BRACING TOP CHORD 2 X 4 SYP N6.2 TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid!ceiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SYP N6.3 REACTIONS (lb/size) B=�1 653/0-8-0, .H=1653/0-8-0 Max Horz B=1 22(load case 4) Max UpliftB={,290(load case 2), H=-290(load case 3) . FORCES (lb) - First Load Gase Only TOP CHORD A-B=22, B-C=-3309; C-D=-3016, F-G=-3016, G-H=-3309, H-1=22, D.E=-2893, E-F=-2893 BOT CHORD B-N=2976, IM-N=2500, L-M-2500, K-L=2500, J-K=2500, H-J=2976 WEBS C-N=-342, D71\1=496, F-J=496, G-J=-342, E-L=-430, D-L=498, F-L-498 I NOTES , (5) I 1) Unbalanced roof live load's have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right e�posed ; end vertical left and right exposed;LumberDOL=1.60 plate grip DOL=1,33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSUTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to xeduce 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 responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i i i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H4 J r-- Job Truss Truss Type ,.. Qty ' Ply Centex-Orlando/1692A/jsk/4-14-3 I 53906980 H5 CO 2 1 I Job Reference (optional) Universal'Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:14 2003 Page 1 -1-0•p 7-1-3 15-0-0 25-0-0 32-10-13 40-0-0 4,1 0 0 1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 Scale - 1:681 i i 5x6 = 2x3 II 5x6 = 0 I E F 5x8 5x8 \, 5.00 12 ; . C ... w 2 W1, w 3 O i 4 w 6 ! H 1;A o Ig 3x7 = N - M L K J - 3x7 = - 3x6 = 3x8 = 3x8 = 3x8 = 3z6 = 10-344 _ 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-j0,0-3-0 D:0-3-0,0-2-4 F:0-3-0 0-2-4 , G:0-4-0,0-3-0 LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCDL 10.0 Places Increase 1.25 Lumber Increase 1.25 TC 0.61 BC' 0.78 Vert(LL) -0.20 L >999 Vert(TL) -0.47 L-N >998 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) . 1st LC LL Min I/deft - 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP NL2 TOP -CHORD Sheathed or 3-0-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid1ceiling directly applied or 8-9-2 oc bracing. WEBS 2 X 4 SYP N6.3 REACTIONS (lb/size) B=j1653/0-8-0. 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 IC = 3333, C-D=-3011, F-G=-3011, G-H=-3333, H-622, D-E=-2479, E-F==2479 BOT CHORD B-N=3004]M-N'=2322, L-M=2322, K-L=2322, J=K=2322, H-J=3004 WEBS C-N=-421, lD-N=620, F-J=620, G-J=-421, E-L=-208, D-L=252, F-L=252 NOTES (5) ' 1) Unbalanced roof live loac)s have been considered for this design. 2),Wind: ASCE 7-98per FQC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; I cantilever left and right ej posed ; 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 con ection (by others) of truss to bearing plate capable of withstanding 313 Ib iuplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricatediper ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to! reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer: LOAD CASE(S) Standard i i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req-04/25/2003 Draw No:53906980H5 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H6 COMMON 2 1 Job Reference (optional) Universal Forest Products,inc., Burlington, KC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003, Page T 0 P 7-1-3 13-8-1 17-0-0 23-0-0 26-3-15 , 32-10-13 40-0-0 411-0 0 1-0-0 7-1-3 6-6-13 3-3-15 6-0-0 3-3-156-6-13 7-1-3 1-0-0 Scale 1:68.6 5.00 V2 5x6 = - - 5x6 = r 5x8 E F ra 5x8 d[� 0 3x6 = 3x8 = 500 = 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 (KY): {D:0-4 ,0,0-3-01. IE:0-3-0,0-2-41. FF:0-3-0.0-2-41. fG:0-4-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft PLATES GRIP TOLL - 20.0 Plates Increase 1.25 TO 0.52 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-O >999 BOLL ' 0.0 Rep Stress Incr' YES WB 0.35 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheaihed or 3-0.9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid1ceiling directly applied or 8-4-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M 1 REACTIONS (lb/size) B='j1653/0-&0, 1-1653/0-8-0 Max Horz B=j154(load case 4) Max UpliftB=*333(load case 4), I--333(load case 5) FORCES (lb) - First Load -ase Only TOP CHORD A-B=22, B-C=-3323, C-D=-3011, D-E--2143, F-G--2143, G-H--3011, H-1=-3323, t-Jm22, E-F--2166 BOT CHORD B-0=2993, N-0=2425, M-N=2425, L-M-2425, K-L=2425, I-K=2993 WEBS- C-O=-389, D-0=546, D-M=-651, G-M=-651, G-K=546; H-K=-389, E-M=575, F-M=575 s NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBIC2001; 11Omph; h=15ft; TCDL-6,Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; I cantilever left and right ekposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. I 3) Provide adequate drainage to prevent water ponding. s 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.. a 5) Truss shall be fabricated1per ANSI/TPI 1-95 quality requirements: Plates shall be of size and type shown and centered at joints unless otherwise noted. I Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is toi 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 responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i 145 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 692 A RF Date Req:04/25/2003 Draw No:53906980H6 Job TrussTruss Type Ajsk/4-14-3 53906980 H7 COMMON '`—'., a 2 1 Job Reference (optional) Universal Forest Products; ln4 ., Burlington, , eff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 1-0-P 7-1-3 y 13-8-1 19-0-0 121-0-01 26-3-15 i 32-10-13 40-0-0 40-0 p 1-0-0 7-1-3 6-6-13 5-3-15 2-0-0 5-3-15 6-6-13 7-1-3 1-0-0 Scale - 1 I 5.00 12 5x6 = 5x6.= E F U N 3x6 = 3x8 = f— Ia 1 0 M L K _ 5x12 3x8 = 3x6 = 20.0-0 29-8-2 40-0-0 9-8-2 9-8-2 10-3-14 LOADING (psf) SPAFCING 2-0-0 CSI DEFIL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 LUm�er Increase 1.25 BC 0.78 Vert(TL) -0.46 M-0 >999 BCLL 0.0 RepStress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCD L 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 206 lb i LUMBER BRACING TOP CHORD 2 X 4 SYP N i.2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. WEBS 2 X 4 SYP N8.3 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-1'70(load case 4) Max UpliftB=-, 52(load case 4), I--352(load case 5) I FORCES (Ib) - First Load CIase Only TOP CHORD A-B=22, B-C--3319,'C-D=-3012, D-E=-2116, F-G--2116; G-H--3012, H-1--3319, I-J=22, E-F--1963 BOT CHORD B 0=2988, (J-0=2435, M-N=2435, L-M=2435, K-L=2435, I-K=2988 WEBS C-O=-376, D-0=537, D-M=-735, G-M=-735, G-K=537, H-K--376, E-M=591, F-M=591 I. I 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 drainagle 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 educe 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. An 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 Job I Truss Truss Type Qty Ply 53906980' H9 FCenx-Orlando/1692A/jsk/4-14-3. eference (optional) Universal Forest Products,lric., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 1.9 12:17:16 2003 Page 1 -1-0-p 6119 10-0-0 , 13-0-0 , 19-6-4 26-2-4 33-0-0 40-0-0 4;1-010 1-0-0 6-11-9 3-0-7 3-0-0 6-6-4 6-8-0 6-9-12 7-0-0 1-0-0 Scale . 1:69. 5x6 -. 5.00 _12 D 5x6 = .. 2x3 ��- 9x6 = 3x8= 3x6 = 5x6 = - H C E F GTq Tq 2 w 4 W4 1 c e J 3x7 = O P O N M L 3x7 = " 3x10 MI118H= 3x6 = .3x6 = 3x6 3x8 = - 3x10 M1116H= i 10-0r0 19-6-4 26-2-4 32-10-4 40-0-0 104-0 9-6-4 6-8-0 6-6-0 7-1-12 Plate Offsets X Y : l:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Pla�es Increase 1.25 TC 0.76 Vert(LL) 0.50 N-0 >950 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.99 O-Q >478 BCLL ` 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.22 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid1ceiling directly applied or 6-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-L REACTIONS (lb/size) 13=�653/0-8-0, J=1653/0-8-0 Max Horz B=-97(load case 5) Max UpliftB=�257(load case 3), J=-444(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=22 B-IC=-3326, C-D=-3052, E-F=-5297,.F-G=-4761, G-H=-4761, H-6-3084, I-J=-3396, J-K=22, D-E=-3042 BOT CHORD B-Q=2975,�P-Q=4576, O-P-4576, N-O=5297, M-N=4761, L-M=4761, J-L=3039 . WEBS I-L=911, D,Q=2195, E-Q=-2540, C-Q=-282, E-0=792, F-O=-169, F-N=-586, H-N=355, H-L=-1836 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FB;C2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) 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 257 lb uplift at joint B and 444 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 certificationlof the truss designer.. LOAD CASE(S) Standard i I Customer No: 1 *45 Customer Name: CENTEX HOMES ORLANDO Shop No 53906980 Contractor/Job: 1692.A RF Date Req:04/25/2003 Draw No:53906980H9 • Job Truss Truss Type at Ply Centex-Orlando/1692A/Isk/4- 14- 3 53906980 H10 M 1 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20.2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 E 1 0 0 E 5 0 Q E 12-10-0 20-8-0 1-0-0 5-0-0 7-10-0 7-10-0 Scale Q 1:36. 50 = 3x4 3x7. W2 N, 1w e 30= .. H G '3x4 5x6= - 3x411 5-1-112 12-10-0 14-04 20-8-0 5 1 112 7-8-4 1-2-0 B-8-0 Plate Offsets X,Y : G:0-2 i12 0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.05 G-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.13 G-H >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0 1.2 TOP CHORD Sheathed or 4-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No:2 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 2 X 4 SYP N6.2 *Except* W2 2 X 4_SYP No.3, W2 2 X 4 SYP No.3 REACTIONS (lb/size) G�1449/0-8-0, F=400/0-8-0, B=799/0-8-0 Max Horz Bmj111(load case 3) Max UpliftG=�-432(load case 3), F=-117(load case 3), B=-227(load case 4) _.i FORCES (lb) - First Load Case Only TOP CHORD. A-B-22, B--iC=-1,410, C-D=-1256, D-E=-37, E-F=-284 BOT CHORD B-H=1286,iG-H=37, F-G=229 - WEBS C-H 145,D-H=1264, D-G=-1134, E-G=-199 i NOTES (7). 1) Wind: ASCE 7 98 per FB�C2001; 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. i 2) Provide adequate drainage to prevent water ponding, f 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding`432 lb:uplift at joint G, 117 lb uplift at joint F and 227 lb uplift at joint B. ! 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G. 5) Girder carries hip end with 5-0-0 end setback . 6) Special hanger(s) or con(lection(s) required to support concentrated load(s) 175.01b down and 117.31b up at 5-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss shall be fabricatediper ANS1/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 b, ilding 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 lncreas'e=1.25, Plate Increase=1.25 Uniform Loads (plf)I Vert: B-F=-31.7, A-C=-60.0, C-E=-95.0 Concentrated Loads (lb) Vert: C=-175.0 is Customer No: 1 t045 Customer Name: CENTEX HOMES ORLANDO Shoe No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H10 Job Truss, iTruss Type ' t Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H11 HIP 1 1 Job Reference (optional) Universal Forest Products,lnc., Burl'-Bur4ptedf , NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:.17:17 2003 Page 1 f -1-0-0 l 7-0-0 13-0-0 20-0-0 1-0-0 7-0-0 6-0-0 7-0-0 Scale -1:34. 5x8 5x6 ic D 500 i2 i w1 - - S - of 9 ` E j jd . 3x6 — H 6 F 3x6 = 2x3 11 300 M1118H= 3x4 i i i 1 7-1-12 12-10-4 20-0-0 7-1-12 5-8-8 7-1-12 Plate .Offsets X Y : C:0-5- 2,0-2-8 D:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Platys Increase 1.25 TC 0.82 Vert(LL) 0.13 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.26 E-F >890 BCLL 0.0 BCDL Re,' Stress lncr NO WB 0.11 Horz(TL) 0.08 E n/a 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid lceiling directly applied or 6-8-9 oc bracing. WEBS 2 X 4 SYP N8.3 REACTIONS (Ib/size) E=1560/0-8-0, B=1646/0-8-0 Max Horz`8=81(load case 4) Max UpliftE=1377(load case 5), B--447(load case 4) FORCES (lb) - First.Load Base Only TOP CHORD A-B=22, B-C=-3214, C-D=-2921 D-E=-3225 BOT CHORD B-H=2895 JG-H=2909, F-G-2909, E-F=2907 WEBS C-H=275, D-F=278, C-F=14 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per Fk2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates; unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 25821b up at 13-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated Viper 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 bu kling 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 m ay relate to a Specific building. Any refbrences to job names and locations are for administrative purposes only alnd are not of part the review or certification)of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Platelncrease-1.25 Uniform Loads (plf) . Vert: A-C=-60.0, C-D--125.0, D-E--60.0, B-E--41.7 Concentrated Loads (lb) Vert: C--385.0 D==385.0 I 'Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: -1692 A RF Date Req:04/25/2003 Draw No:53906980H11 Job Truss Truss Type Qjy Ply Cent ex-Orlando/1692A/jsW4 14 3 53906980 H12 HI t 1 # Job Reference (optional) Universal n ersal. Forest Products Inc. Burl' i Ington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 1-0-0 6-11:9 9.0-0 11.0-0 13-0-7 20-0-0 1-0-0 6-11-9, 2-0-7 2-0-0 2-0-7 6-1.1-9 Scale - 1:34. I 5x4 = 5x4 = D E j 2x3\\ 2x3/i 5.00 12 c F i Ni NLI Vy 9 G Bi Io 3x5 — J I H 3x4 = 3x6 = 9x4 = i i 9-1-12 10 10 4 20-0-0 9-1-12 1-8-8 9-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.09 . G-H >999 TL20 245/193 TCDL 10.0 BCLL 0.0 Lumber Increase 1.25 Rep Stress incr. YES BC 0.49 . Vert(TL) -0.25 G-H >927 BCDL 10.0 Code FBC2001 WB 0.14 (Matrix) Horz(TL) 0.03 G n/a 1st LC LL Min I/defl - 240 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD 2 X 4 SYP N6.2, WEBS 2X 4 SYP N&3 BOT CHORD Rigid ceiling directly applied or 10 0 D oc bracing. REACTIONS (lb/size) G=1 71/0-8-0, B=856/0-8-0 Max Horz 8=97(load case 4) Max UpliftG=1134(load case 5), B=-204(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1383, C-D=-1137, D-E=-1003, E-F=-1140, F-G=-1375 BOT CHORD B-J=1200, I-J=1003, H-1=1003, G-H=1210 WEBS D-J=389,.E1 H-414, C-J--344., F-H=-361 NOTES (5) I 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 eVosed ; 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 134 lb uplift at joint G and 204 lb uplift at joint B. 5) Truss shall be fabricated er 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, Bracingindicated on this sheet is to buckling of individual does ,reduce members only and not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or. accuracy of the design information as It may relate to a specific building. Any, references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard I i I ustomer No: 11 b45 Customer, Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RFDate Req:04/25/2003 Draw No:53906980H12 Job Truss l Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H13- 1 Job Reference (optional) Universal Forest Products,10c., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 I -1-0-0 , ti-11 9 10 0 0 13-0.7 20-0-0 1-0-0 6-11-9 3-0-7 8-0-7 6-11-9 Scale 1:34. i 5x4 = D 20 O - .5.00 12 2x3 C E NI _ 2 - w _ - 3 i g .. F FTJ Io .3x5 = - Q 3x5 = _ - - 5x8 = 10-0-0 20-0-0 i is 10-0-0 10-0-0 Plate Offsets X Y : G:0-4-:0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Platles Increase 1.25 TC 0.41 Vert(LL) 0.10 .F-G >999 TL20 245/193 TCDL 10.0 BCLL 0.0 Lumber Rep Increase 1.25 Stress Incr YES BC 0.63 0.24 Vert(TL) -0.26 F-G ; >877 WB Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 24,0 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD 2 X 4 SYP N9.2 BOT CHORD Rigid'ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP N6.3 REACTIONS (lb/size) B=856/0-6-0, F=771/0-8-0 Max Horz B= 05(load case 4) Max UpliftB=I213(load case 4), F=-143(load case 5) FORCES (lb) - First Load G)ase Only TOP CHORD A-B=22, B-1 =-1380, C-D--1074, D-E=-1075, E-F--1370 BOT CHORD B-G=1198,{F-G=1205 WEBS C-G=-361, D-G=737, E-G=-371 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; occupancycategorY 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 D.OL-1.33. . 3) Provide mechanical .conn6ction.(by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 143 lb uplift at joint F. 4) Truss. shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be.of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or ac�uracy of the design information as it may relate to a specific building. Any, references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ` i . i S Customer No 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1,692 A RF Date Req:04/25/2003 Draw No:53906980H13 Job Truss Truss Type City Ply Cent ex-Orlando/1692A/jsk/4-14-3 53906980 HJ5 > JACK 1 1 5 Job Reference (optional) Universal Forest Products, lmc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Sat Apr 19 12:17:18 2003 Page 1 1 6 8 I 7-0-2 1-6-8 702 Scab 1: i i 3.54 F12 I 'r Tt B Ei B1 i I D - - - i 3x4 ! j 7-0-2 7-0-2 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/dell PLATES GRIP TCLL 20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.56 BC Vert(LL) n/a - n/a TL20 245/193 BCLL 0.0 Rep Stress Incr NO 0.22 WB 0.00 Vert(TL) 0.14 A >160 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC ILL Min I/deft - 240 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP NL2 TOP CHORD Sheathed or 7-0-2 oc purlins. BOT CHORD 2 X 4 SYP N8.2 BOT CHORD Rigid !ceiling directly applied or 10-0-0 oc bracing. i l REACTIONS, (lb/size). C 224/Mechanical, B=280/0-8-0, D=80/Mechanical ' Max Horz B=b1(load case 3) Max UpliftC--148(load case 5), B=-74(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-E=21, B-IE-21, B-C=47 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FdC2001; 110mph; h=15ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exlposed ; 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 148 lb uplift at joint C and 74 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be type shown of size and and centered at joints unless otherwise noted. Provide bracing where indicated and within 4° of interior joints. Bracing indicated on this sheet is toreduce 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 ac�uracy of the design information as it may relate to a specific building. Any' references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: A-E--60.0 Trapezoidal Loads (plf) Vert: E=-0.0-to-C-106.1, B=-1.7-to-D=-35.4 I i i Customer No: 110,45 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980' Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ5 j r- JVV IIUOJ 53906980. HJ7 JACK Universal Forest Products,ln'c„ Burlington, NC 27215, Jef I 1-6-8 6-7-12 Qty Ply Centex-Orlando/1692A/jsk 4 1 ,job Reference (optional) 00 s Feb 20 2003 MTek Industries, Inc. Sat Apr 4-14-3 I II 19 12:17:18 2003 Page 1 9 9-10-1 325 Scale -1:18. H6 4 1311 G F E 2x3 II 13x4 } i 6-7-12 9-10-1 6-7-12 3-2-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10;0 Lumber Increase .1.25 BC 0.39 Vert(TL) -0.05 B-G >999 BCLL 0.0 Rep! stress Incr NO WB 0.20 Horz(TL) 0.01 E n/a BCDL 10.0 Cod,'e FBC2001 (Matrix) 1 st LC LL Min I/deft — 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N i.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 N0.3 E. REACTIONS (lb/size) D=i 50/Mechanical, B=437/0-8-0, E-473/Mechanical Max Horz B=i 76(load case 2) Max UpliftD=)113(load case 5), B=-137(load case 2), E=-80(load case 2) FORCES (Ib) -First Load Base Only TOP CHORD A-H=21, B-H=21, B-C=-743, C-D=-68 BOT CHORD B-13=679, FJ-G=679, E-F=O WEBS C-G=215, G-F=-826 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph, h=15ft; TCDL=6.0psf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right ex posed ; 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 113 lb uplift at joint D, 137 lb Uplift at joint B and 80 lb uplift t at joint E. 1 3) Truss shall be fabricated �er 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-1-1=-60.0 Trapezoidal Loads (plf) Vert: H=-0.07to-D=-148.5, B=-1.7-to-E=-49.5 k I ' i Customer No: 1,1.045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job. 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ7 Job . Truss Truss Type Qty Ply Centex Orlando/169zA/jsk/4 14 3 53906980 T8.aomm ' S 1 Job Reference (optional) UnivQrsal Fbrest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:19 2003 Page 1 1-0-P 7-1- 1 13-8-1 1 20-0-0 26-3-15 32-10-13 40-0 0 41 O 0 1-0-0 7.1-3 6-6-13 6-3-151 6-3-15 '6-6-13 7-1-3 1-0-0 .: ... - - Scale .1:67. 5.0012 5x6= E - - 5x8 - - 5x8 ;-- D F Wl 20 >� -2x3 ✓, C W W2 W2 3 p 4 r ; g H ;A I •- o. - 3x7 N M L K i 3x7 -, 3x6 = 3x8 = 3x8.- .- - 3x8 = 9x6 = - 10-3-14 20-0-0 29 8 2 40 0 0 10-3 1'4 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) TCLL 20.0 SPACING 2-0-0 Plates CSI DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Increase 1.25 Lumber Increase 1.25 TC 0.53 BC 0.78 Vert(LL) -0.20 L >999 Vert(TL) -0.47 L-N >999 TL20 245/193 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2001 WB 0.41 Horz(TL) 0.15 H n/a (Matrix) 1 st LC LL Min I/defl = 24;0 Weight: 196 lb LUMBER BRACING _. TOP CHORD 2 X 4 SYP No.2 TOP'CHORD Sheaihed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 . BOT CHORD Rigid beiling directly applied or 7-10 3 oc bracing. WEBS X 4 SYP No,3 _2 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/size) B=J653/0-8-0, H=1653/0-8-0 Max Horz B=178(load case 4) Max UpliftB- j360(load case 4), H=-360(load case 5) FORCES (Ib) - First Load -ase Only TOP CHORD A B=22 13- -3317, C-D=-3013, D-E=-2114, E-F--2114, F-G=-3013, G-H=-3317, H-1=22 BOT CHORD B-N=2986,,M-N=2442, L-M=2442, K-L=2442, J-K=2442, H-J=2986 WEBS C-N--370; D-N=532, D-L--747, E-L=1180, F-L=-747, F-J=532, G-J=-370 NOTES (4) 1) Unbalancedroof live load's 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 36Q lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated Per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accluracy of the design information as it may relate to a specific building. Any references to job. names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard - i Customer No 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 11692 A RF Date Req:04/25/2003 Draw No:53906980T8 1 -,�9 m WT �o� r = wa cn LL4 ci R PLANS KtVltWt CITY OF SANFORD OTHER'S STICK FRAME BY la ZLW)UA C5 2nbbmu"c --i cm tSEilllfN 2OLLM =3 im --jO C)l cc CA- C) Llj cr vco C4 Cy) ICHMKED ut. Ste! !D sd 4' dryer duct to roof cap am IPA 8x4 Iwcd LMw . 12xl2 lwcdDM 45 ' 0• 260 91 • �• M. ffm 0 r eer 14x8 Iwcd * � Pfil� 185 PAIG �� J 3' bath duct 10' to roof cap w/fan 4 lwcd wLr- 5 4'8x4 lw tc" l 4' �\ 15 ►i 6 S 12x12 3wcd 9� 4 3' bath duct to roof cap 5 ' 4 w/fan OfAT N 250 16>:16 a Yw • fl 12 mom,KRr S -� 14' tilxj( rag 8x4 Iwcd g� lOx6 Iwcd 5 4' 70 i1 24x18 rag M1 f OPT_ FIRFPI Aff XIltlt Ve-r4r 7' 2x12 rag *�IF� 42X42 ABC SLAB 160 BY BLOR MIN `d BMWAIM 2-� 2' FROM WALL Z_ EMIR state l/8'=l'0' C. due 2.5 TON W/10KW 2240V 1PH WAS 18x10 Alen platform by bldr SSi 15' x 7' 10M.a L!J . .- Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. AQ1 X0-1 om X W o 1— W �� z� (U ~ LLJ � U >-- 00 > Rating z o r � m , w •• .. > z � Q J O Q m0-JU)Cl0 ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK \a. __T7STUCCO BY OTHERS PERIMETER CAULK 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. EDL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS e a CAULK BETWEEN B.W. 1-1/4- MIN.' WOOD BUCK & (BUCK WIDTH) - EMBEDMENT MAS-Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA.-TAPCON D BUCK BY OTHERS —� 1-1/4' MIN. EMBEDMENT i INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D. I/4' MAX. (SEE NOTES). FLANGE TYPE WINDOW FRAME . HEADER �GLASS I .(I YP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW.FRAME SILL SHIM AS REO'D. 1/4' MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD (T.YP.) GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE — & WOOD BUCK W:W. (WINDOW WIDTH) SECTION B-B PRECAST SILL a Q A BY OTHERS A B C NOTES" SECTION A -A 1) SHIM AS REO*D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1 /4' INTO MASONRY OR CONCRETE., 4) USE SILICONIZED ACRYLIC CAULK . BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J B VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F 6) _IF :EXACT. WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE.. FOR. THE APPROPRIATE DESIGN PRESSURE REVD, V 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM / E13OO GLASS CHARTS- 8 ). LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON r ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/o IN. EMBEDMENT INTO WOOD BUCK- A 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN. THIS PRIM ; AAPPLIES TO THE.: FLORIDAEXTRUDERS ,SOD AND 2DD0 SIN ELEVATI ON SINGLE" -.SINGLE .RUNGS 11). WHERE- WINDOW IS, INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE 10 SCREWS .OF VIEWED FROM EXTERIOR SUFFICIENT LENGTH TO.ACHIEVE 1-3/8' MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. STUCCO BY OTHERS a o a PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y.. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PSF SIZE SIZE 12 18 1/8 X 25 B B F.G F.G 13 18 1/8 X 37 3/8 8 6 F.G F,G 14 18 1/8 x 49 5/8 B 6 F,G F.G 145 IS 1/8 x 55 1/4 8 8 F,G F,G 15 18 1/8 X 62 B 8 F,G F,G 16 18 1/8 X 71 8 B F.G F,G,H 1 17 18 1/8 X 83 B 8 F,G F,G,J,K 1H2 25 1/2 x 25 8 B F,G FG IH3 25 1/2 X 37 3/8 8 B F,G F,G 1N4 25 1/2 X 49 5/e B 8 F,G F•G,H,1 IH45 25 1/2 X 55 1/4 8 8 F,G F,G,H,1 1 H5 25 1/2 X 62 8 8 F,G F,G,H.1 1 H6 25 1/2 X 71 8 B F,G F,G,H,1 IH7 25 1/2 X 83 8 8 F,G,J.K F,G.J.K 30 1/2 x 26 29 1/2 X 25 8 B 8 B F,G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 6 F,G F.G.H.1 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 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,H.1 30 1/2 x 63 30 1/2 x 72 29 1/2 X 62 29 1/2 X 71 B B B F,G.H:I F,G,H.1 30 1 2 x 84 29 1/2 X 83 B 8 F.G.J.K F,G,J.K 22 36 X 25 6 B 6 8 F,G F,G 23 36 x 37 3/8 8 8 F,G F,G,H 1 24 36 X 49 5/8 B B F,G F•G,H,I 245 25 36 x 55 1/4 36 x 62 e 8 F.C.H.1 F,G,H 1 26 36 X 71 6 8 F,G.H.1 D.E.F,G H.1 27 36 X 83 Q 8 F,G,J.K F..G.H,I,J,K 42 x 26 41 X 25 8 8 8 8 F,G F,G.HI 42 x 38 3/8 41 x 37 3/8 B 8 F,G F.G,H.I 42 x 50 5/8 41 x 49 5/8 B 8 F,G,H,I F,G,H,I 42 x 56 1/4 41 x 55 1/4 6 B F.G.H•I O,E,F,G,H.1 42 x 63 42 x 72 41 x 62 41 X 71 B 6 F,G.H,I D.E.F,G.H.1 42 x 84 41 X 83 8 8 F,G,J.K F•G.H.1,J.K 48 x 26 47 X 25 B 8 A.0 A,C F,G F,G F,G.H,1 48 x 38 3/8 47 x 37 3/8 8 A.0 F,G F,G.H.I 48 x 50 5/8 47 x 49 5/8 B A.0 F.G,H.I F.G.Hj 48 x 56 1/4 47 x 55 1/4 47 x 62 8 A.0 F,G,H,I D,E,F.G.H.1 48 x 63 48 x 72 47 x 71 Q A,C F,G,H.1 O.E.F.G H.1 48 x 84 47 X 83 8 A C F. JK DEFGHIJK F.G 32 52 1/8 X 25 8 B A,C A,C F,G F,G F.G.H,I 33 34 52 1/8 X 37 3/8 52 1/8 X 49 5/8 B A,C F,G,H,I F.G.H.I. 345 52 1/8 x 55 1/4 6 A,C F,G,H,I F,G,H,I D.E.F,G.H.I D,EF.G.H.I 35 52 1/8 X 62 52 1/8 x 71 B 8 A,C A,C F,G,H,I D,E,F.G,H,I 36 • 37 1 52 1/8 X 83 Q . A.0 F.G,J.K D.E.F•G,J.K.J.K. • 37 SIZE NOT AVAILABLE IN 1000 OP.' 1500 SERIES- FLORIDA EXTPUDERS INTERNATIONAL, SAN ORDo FLORIDA 1 TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES I;000: 1500 .& 2000 , _ DRAWN BY: BB APPROVED BY: s a € S. DATE: 1 0 / 09 / 01 SCALE: N T S DWG.: FLEX 0016 oor�.o n nonn„rt x- eoo Pr.rPn i 407 805-036b GL:CPN::QPNr mr.. 250 INTERNATIONAL PKY.• SUITE 250, HEATHROW. FLORIDA 32746- PHONE. 407 805-0365 FAX X 2 i."-'T. I " i x 2 x 3/8 1! i T pj J MR,'! i MIN x "/p SELF TAMD, C, _sMs #2 X 1 2 T A P N SM, S 77� z S A' ANT BET�WEE-IN MOULLIGN T , 4'%jl i T 71 3 n0pT' I "JIG SAS App SN u 0 /A— X - X E- 6- X 3/8 a S TL;vjj�_ MUL-LION L 0 0 S:H'. TB Mlijl_! 'C!N A MB <TYP.) JA M E y p JAMB -T'P." X S c 1 /Pl X sc_E _ 'c_ ;JAM,13 yp') -- ---------- - SEALA-i'll-I :BETWEFN WINDOW FLANGES & '41il -LION APPING Sly.,--- X TUBE M 11 L L 1. 9- N Sllk— #8 1-1/2 SELF- s E, ACANT BE T WE -EN TAPPTNCj &M.S wit"now FLANGES & -MULL.-N 1 1 APP INC- S Nj'�' 0 I X Y 2 S 4 MU; Llu�:\J L 0. 1000 S.H. JAMB ell=yp') 1. #2 X 11/2 SELF TAPPING SPAS V SEALANT KT'WEEN T W OW FLANG--S \--#S x 1-1/2 SELF' p T c s ms I IN E 0N.BY - - I WOOD 3 U.C_ EMBEEMENT; .s X 1 /:D s7i ." Z. SEALANT BET: E E N IVITN'DirT4 P & MULLION Q E7 r- e-\ IN I A-` If j A =ti��..FJLE 3-MS "TYP.) D5TAIL E FVAT�QN #6 X 1/2 SELF I MEWEDL; FFR'Or,.A EXTFF"OR A. P ltlir� r I - I Ppst'lls SCA.-ANT Bc_T-47P-4 \—#8 X T SMS r FFB A! i Q C 0 N C OR MAS!�J!NIRY I - 'S T AL 7 ATION ANCHOR 3 "6' ::T-,' TAPrf-_iN SCRE'k.,i ANCHCR �Tv= -"EXTERNA: MULLION NS Ai 4 D, P 0 To N C()NiCRETE .19 HIZAD �A_PPLIES T Cz H E A D;ILL . W''Hit- R X X 44" �,41ULL!;-)'N"S ARE USLELON r! T;% I i `3 1-D 11"I'S T Al i ATIT4 ANCHOR -7/1,S' 7-1-A TAPCIDN SCRE',d ANCHOR CTYP.Nl SILL CLIP 1/4- MT!N. El,43ED-HENT I A Y P-1 ATc_ A PID�TT2.NAI ANrkCFe NTERNATIONAL, INC FLORIDA EXTRUDERS ISANFORD, FLORIDA TITLE. E EITHER '110F < S H'-'- T ! E �- I EN S T i '\CrTl R DRAWN BY: APPROVED BY: SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES ;CAPACITY CAPACITY CAPACITY I CAPACITY i CAPACITY CAPACITY WINDOW CAPACIfy- I WINDOW lX2Xl/8 CAPACITY 1)(2X 1 /8 1 CA CITY lX2 �X3/8 I !CAPACITY 1 1 X2X3/8 CAPACITY CAPACITY IX2 7/16Xl/8!lX2 7/16',0/8'M CAPACITY , 7/16 X3/811 X2 7/1 BX3/81 IX4Xl/8 E MULL! TUBE MULL MULL TUBE lX4Xl/8 TUBE MULL 1 X4X3 /8 TUBE MULL 1 X4X3/ ;TUBE MULL i 2X4X3/8 TUBE MULL CALL TIP -TO -TIP TUBE MULL JUBE MULL ;TUBE MULL L L 1 2 ANCHORS MULL :TUBE MULL TUBE MU A ANCHORS 2 ANCHORS TUBE MULL TUBE 4 ANCHORS 2 ANCHORS a 4 ANCHORS 4 ANCH ORS A-A(5) 6 ANCHORS SECT T. A-A(5) 4 ANCHORS SECT. A-A(6) 6 ANCHORS SECT. A -A(6) 6 ANCHORS SECT. A-A(7) SIZE SIZE 2 ANCHORS 'SECT. A-A(l 1 4 ANCHORS i SECT. SECT. A-A(l _-_AL2L! SECT. A -A(2) SECT. A-A(3) ;SECT. A-A(4) ;SECT. A -A( SECT. 336.52 692.83 336.52 732.42 336.52 1732.42 1791.81 :..11187.72 '791.81 11187.72 12 1 19 1/8 X 26 336.52 732.42 209.72 '429.55 72 _ 456.46 209.72 1456.46 1493.47 740.20 493.47 740.20 :740.20 13 119 1/8 X 38 3/8- 209.72 317.66 152.75 i 193.92 .75 271.8 3 359.41 539.12 ;359.41 539.12 1539.12 14 9 1/8 X 50 5/8-.. 131.23 - 1 1,131.23 ------ 94.13 '1 127.29 177.46 1127.29 135.81 :139.09 1135.81 19 4.9 7 11319.55. i 460.17 319.55, 479.33 1479 .33 145 8 X 56 1 ii 9 1/ 4.13 - '97.48 97.48 282.02 4Z,�.0 '282.02 1423.03 423.03 15 19 1/8 X 63 65.97 165.97 89.2� 158.81 89.21 58.81 64.27 64.27 190.09 i 90.09. i 212.62 '212.62 1296.98 1296.98 365.75 16 i 19 1/8 X 72 43.49 43.49 '36.45 36.45 !39.83 39.83 1 55.84 b").84 .1131.79 131.79 1184.08 184.08 1294.03 1 17 19 1/8 X 84 26.96 26.96 572.13 262.87 541.20 1262.87 572.13 i 262.87 572.13 161 8.52 1927.78 1618.52 t 1927.78 1927.78 1H2 ---------------------- 26 1/2 X 26 157.93 323.48 157.93 343.74 157.93 134 3.74 1371.61 1557.41 371.61 557.41 1. 5 57.4 1. lH3 6 1/2 X. 38 3/a 157.93 239.21_ 1143.71 1113.20 '201.45 1266.35 1399.53 266.35 399.53 1.399.53 lH416 1 2 X 50 5 8_97.25 97.25 113.20 131.51 93.89 100.17 1102.59 1100.17 1143.81 1235.70 339.42 2-45.70 1353.55 + 353.55 1 H45 �6 1/2 X 56 1 /4169.43 69.43 i 93.89 65.51 171.58 .71.58 88.01 1,00.34 207.10 236.83 207.10 13,10.65 1310.65 1H5 _W� 26 1/2 X 63 148.44 ':31.79 48.44 131.79 i 65.51 142.99 142.99 146.98 46.98 165.86 1155.44 11,55.44 1 217.11 1217.11 1267.38 26 1/2 X 72 1 1 26.53 26.53 128.99 28.99 40.64 1140.64 195.93 95.93 1133.99 1133.99 11214.02 1 H7 26 1/2 X 84 19.62 119-62 1 1216.75 1471.75 216.75 !471.75 1510 1765 1510 765 �765 22 37 X 26 216.75 471.7 5 .1216 .75 22 471.75 1. 250 122.22 266.00 1122.22 266.00 1287.57 1 431.36 1287.57 431.36 1431.36 23 - - - - --------------- �7 X 38 3/8 11185.12 1 122. z .32 108.37 185.36 1 151.91 1200.86 ;301.29 i 200.86 301.29 1301.29 24 X 50 5/8 173.34 173.34 151 185.36 :99.17 70.28 185.36 74.98 176.79 174.98 1107.65 '176.43 1254.07 176.4 3 1264.6 4 264.64 245 ------------- �7 X 56 1/4 51.97 97 70.28 148.70 '53.21 1 153. 21 165.43 1 74.59 153 176.06 .96 153.96 1230.94 1230.94 25 1 37 X 63 36.01 136.01 131.74 131.74 i 34.69 i48.62 ';48.62 114.76 1114.76 131.61 1160.30 1197.41 26 1 37 X 72 123.47 123.47 119.46 1 119.46 j34.69 i ._ 121.26 . i `2 21 I 29.81 1:29.81 '70.36 i7u .6b 198.27 198.27. ' 156.97 27 37 X 84 14.39 14.39 i 394.49 91.61 417.04 191. 61 &17. 04 450.85. 676.28 1 450.85 1676.28 1676.28 32 53 1 /8 X 26 191.61 417.04 :191.61 1 __�l -2 4.14 �4.1 4 231 50 .347.25 231.50 347.25 347.25 33 P3 .1 /8 X 38 3/&, 98.38 1149.02 1 98.38 201-51 198.38 83.09 5 41 7 -,1134.00 1231.01 1154.00 1231.01 1231.01 34 �3 1/8 X 50 5/8; 56.23 i 56.23 165.4b 76.04 6-5.45 58.10 156.73-;� 81.44 133.48 133.48 i 200.23 .39.32 345 '�3 1/8 X 56 1/41 i 139.32 153.17 53.17 156.73 1 39.78 14&91 155 .75 !kt5 08 11-31.60 11 08 1172.63 1172�63 35 5� 1/8 X 63 26.92 1! 26.92 1 136.40 136.40 139.78 125.62 35.92 135.92 84.77 184.77 197.21 1118.41 1145.82 36 I 53 1/8 X 72 17.34 17.34 23.45 123.45 1 25.62 121.77 "21.77 1 151.39 r5l.39 1 !71.78 171.781 1120.81 37 1 53 1/8: X 84 1 10.51 110.51 t 21 114.21 15.53 15.53 SERIES, -1 -000 & 1-500. FLANGE VERTICAL FLORIDA EXTRUDERS INTERNATIONAI, SANFORD, INC. FLORIDA :MULLION DESIGN PRESSURE CAPACITIES p T r r t A A ,e TITLE: L r SHEET 2 OF 2 VFRT Ul L L It INS ER, oon 4: c-oo NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY. PROVED BY: FASTENERS REQUIRED AT EACH END. 131 DESIGN- PRESSURES GIVEN ARE F OR 1.5 X 4 c DATE: 0 SCALE: INSTALLATION ANCHOR �— DOOR WIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR ' SHIM AS RE'Q'D #8 SCREW TWO BY WOOD #8 SCREW SHEATHING (SEE NOTES) 1-1/8 MIN. BY OTHERS 'By OTHERS EMBEDMENT TWO BY WOOD CAULK BETWEEN BY OTHERS DOOR FLANGE BY OTHERS WOOD BY ❑THSLIDING GLASS & SHEATHING BY DOOR FRAME JAMB CAULK BETWEEN HOOK STRIP & SHEATHING SLIDING GLASS DOOR HOOK STRIP SHIM AS REQ.D 1/4' MAX (SEE NOTES) SHIM SPACE INSTALLATION ANCHOR 1-1/8' MIN: MIN. #8 SCREW . . EMBEDMENT EMBEDMENT TEMPERED GLASS STUCCO CAULK BETWEEN OR SIDING <TYP.) DOOR FLANGE BY OTHERS $ SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEADi 7SHiATH CAULK BY OTHERS - PERIMETER SHEATHING CAULK BY BY ❑THERS TEMPERED GLASS ❑THERS STUCCO (TYP.) TEMPERED OR SIDING GLASS _ BY OTHERS BY OTHERS SS CTYP) SLIDING GLASS DOOR INTERLOCK DOOR T?:'� HEIGHT SECTION B=B HOOK STRIP DETAIL - a 67 NOTE I) DOOR MATERIAL ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN- EMBEDMENT OF 1-1/8 INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF.1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF LHIS SHEET. 4) USE SILICONIZED ACRYLIC. CAULK-BEHINDDOOR FLANGE AT HEAD & JAMBS. / 5) USE SILICONIZED ACRYLIC CAULK,FOR PERIMETER SEAL AROUND EXTERIOR OF,DOOR. SLIDING GLASS / 6) IF EXACT DOOR SIZE IS.NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT DOOR FRAME / LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING.. SILL B B PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTSOFASTM C1300.GLASS'CHART.S. 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. 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. ' 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION., EXTERIOR E L E �/ A l l ❑' N SECTIONS 'A -A% 'B-B' 3 HOOK STRIP DETAIL APPLY TO INSTALLATION'OF `ALL APPROVED D EMBEDMENT CONFIGURATIONS. ? a c 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. ' 4 c D REV DESCRIPTION DATE INI [ } /� CXTRUDER-S LIBERALLY,_ APPLY L L ❑p 1 L t-1 INT. INC. CAULKING UNDER.. SILL SANFORD FL. OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE _ 3/16' DIA: TAPCON TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS SECTION A -A c i DRAWN BY: BB APPROVED BY: - i I � a2 ATE: 12/17/01 SCALE; NTS DWG #FLEX0027 SHT I [IF #8 SCREW INSTALL.ATIFIN ANCHOR CHART NOMINAL DOOR IN HEAD & SILL QUANTITIES IN EA. JAMB, QUANTITIES IN EA. HOOK STRIP DOORQUANTITIES 61 PSF TO PSF SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 4068 XX, ❑X, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, ❑X, X❑ 60 X 80 6 6 6 8 8 8 4 4 4 6068 XX, OX; X❑ 72 'X 80 8 8 8 8 8 8 4 4 4 8068 xx, OX, X0 96 x 80 10 10 10 8 8 8 4 4 4 10068 XX, OX X❑ 120 X 80 12 12 12 6 10 10 10 5 5 5: 5080 XX, ❑X, X❑ 60 X 96 6 6 8 8 10 10 10 5 5 5 6080 XX, ❑X, X❑ 72 - X 96 8 10 10 10 10 10 5 5 5 8080 XX, ❑X, XO 96 X 96 10 12 12 10 10 10 5 5 5 10080 XX ❑X XO 120 X 96 l2 6 6 12 12 12 6 6 6 50100 XX, Ox, X0 60 X 120 6 8 8 12 12 12 6 6 7 60100 XX, OX, X❑ 72 X 120 8 10 12 12 12 6 7 8 80100 xX ❑X X❑ 96 X 120 10 to i 8 8 8 4 4 4 9068 OX❑ 109 1/8 X 80 I2 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 -14- 14 14 8 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16-:,- 16 16 10 10 10 5 5 5 9080 ❑xo 109 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 OXO 145 1/8 X .96 14 14 14 10 10 10 5 5 5 15080 OXO 181 1/8 X- 96 16 . 16 16 12 12 12 5 7 8 90100 OX0 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 8 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 4 ::12 14 14 8 8 4 4 4 15068 XXX 178 5/8 X 80 6 16 16 8 10 10 10 5 5 5 9080 xxx 106 5/8 X 96 12 12 12 10 10 10 5 5 S 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5- 5 15080 XXX 178 5/8 X 96 16 16 16 12 12 12 6 7 8 90100 XXX 106 5/8 X 12Q 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/2 X 120 14 14 14 8 8 8 4 4 4 10068 ❑XXO 119 5/8 X 80 12 12 12 - 8 8 4 4 4 12068 ❑XXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80 - 18 18 18 8 10080 ❑XXO llg b/8 X 96 12 - 12 12 1 10 10 10 1.0 5 5 5 12080 OXX❑ 143 5/8 X 96 14 14 14 10 10 10 5 5 5 16080 ❑XX❑ 191 5/8 X 96 18 18 18 12 12 12 6 7 8 100100 ❑xxo 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 ❑XX❑ 143 5/8 X 120 14 14 14 12 12 12 6 7 8 " 160100 ` QXXO 191 5/8 X 120 18 18 19 4 4 10068 xxxx Il 1/4 X 12 12 12 8 8 4 4 -4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 xxxx 189 1/4 X 80 16 16 16 8 10 10 5 5 5 10080 XXXX 117 1/4 X 96 12 12 12 10 _ 10 10 5 5 5 12080 XXXX 141- 1/4 X 96 14 14 14 10 10 10 5 5 5 160.80 XXX-X 189 1/4 X 96 16 16 16 10 12 12 5 7 8 -i00100 XXXX 117 1/4 X 120 1.2 12 12 12 12 5 7 8 120100 XXXX 141 -1/4 X 120 14 14 14 12 12 12 5 7 I60I00 XXXX 189. 1/4 X 120 16 16 19 12 12 . ANCHOR NOTES' 1) FOR MASONRY ❑PENING W/TW❑ BY WOOD BUCK USE SAME ANCHOR QUANTITIES. 4 DISCIPLINE: CIVIL SCALE, N.T.S. °"G- "o- FLE 0 ..x D27 FL REG. n 0�A7TQ� REV. LETTER: SHEET, nr � CENTEN =I - ® _ _ e GENERAL NOTES I. DO NOT SCALE THESE DRAWINGS: WRITTEN MIMEN51ONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE 5U5-CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. 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 JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO 50ALE 1/4" = 1'-0", E C EPT� FOR O _TI lE SIDE AND REAR C EXTERIOR VTE IO ELEVATIONS E/ A TIO Ir K 11611 1 � 1 1 ARE PRANN TO WV m , � ' ALL 1"7XII PLANS ARE DRAWN TO THE SCALE 1/5" = 11-O", EX602T FORn.. SIDE I IDE AND REAR EXTERIORE-- G7� �'T� " 1 " DESIGN PARAMETERS BASIC WIND SPEED = qO M.P.H. (FASTEST MILE) 110 M.P.H. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT; +/— 0.18 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS — WALLS = +22 , —18 PSF — ROOFS = +20 —20 PSF (-30 PSF AT OVERHANGS) SHEET NO. C - COVER SHEET 1 - FOUNDATION PLAN, FILLED CELL DIAG. 2 - PRECAST LINTEL DIAGRAM 3 - PRECAST LINTEL LOAD TABLES 4 - FLOOR PLAN 5 - TRUSS LAYOUT 5.1 - STRAPPING SCHEDULE 6 - EXTERIOR. ELEVATIONS 7 - ELECTRICAL PLAN, ELECTRICAL RISER, PLUMBING RISER 8 - GEN. NOTES & TYP. CONST. DETAILS 9 - GABLE END & OPENING DETAILS ENGINEERE BY: ENGINEERING (407) 774-9003 FAIL. (407) 774-8477 P.O. BOX 161613 ALTAMOKM SPI MOS. FL 32716 THOMAS J. ANDE7tSON Kf 47819 F So rftq O J W J W W _ O U W O ' 1 2 co) O Q x. II 0. V' �tll bY:416.1000 sheet C' of: - 84, c w- SLAB W sy GONG. BLAB ry rwm;*-EeH OVER b ML VAPOR B_ ARRIM OVHi 6 KL VAPOR HARRIM OVER TREATED GOFPAG FILL O'V - :OVER TREATED.cOPPAG'IED FUl 1-U BAR GGNr. - m •-6 .•'. • o . &RAVE m 0 6RADE . Q f O 15 VERTICAL 2-=5 BARS REBAR 6. MONO. 5LAD - G mm. ONE STORY X THIGf�D SLAB NON -BEARING 6 NTH KTA EXPAN510N NON LOAD . BOLT (TYPJ . BR&. -WALL 1-115 BAR GONT. MONOLITHIC FOUNDATION . DETAILS 6' ® KTS. Z SLAB NON-M& 0 GARAGE RTS UNGROUTED CELLS THAT CAN RE515T A 100 M.P.H. LOAD DESIGN WALL PRESSURE T = 22 P5F MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS 15 25 PS.I_ - A.G.I. 531 TABLE 10.1 SECTION PROPERTIES 8' PARTIALLY &ROUTED WALL = 115.43" (MA-50NARY STRUCTURES A.C.I) M = WI'1 /8, 5 = WL'LXI2/ SXT = 95.43 , 1 = 10.4 FT. USE 8'-0' HORIZ. 5PACIN69 - W-4' GEtLIN5 MAX. (1=5 = 1.3) USE 6'-0' HORIZ. SPACING - 10'-0' TO 12'-8" CEILING MAX - USE &'-O' HORIZ. 5PACIN& - 12'-8' TO 18' CEILING MAX. 3 ADD LINTEL W/ (I) «5 CONT. ® W-4' HOT. (a/- 8') 1) ELEVATION 'A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A5-5' FOR ELEV. 'B' CHA146E5. 2) THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 110 M.P.H. 5 SECOND. &UST WIN! LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 EDITION. •""*"s:se••... 5) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 4) A/C PLATFORM BY BUILDER ENGINEERING (407) 774-9003 FAIL ('0 7) 774-0411 /.0. 9= 141413 ItIN OM SpRoM FL M716 DOWS 1 A161ERSW PE/ 4MI9 1 I TION PLAN ELEV. "A" EB Z Jo �U Q Z=p O� J p ZZ U � 2W O -� LL J LL J V— otlecma oY aww aA6: atMr.+ i ® 1 1 sheet. � � E 2004 Of -FOUNDA .^%T- .RETET1692 LINTEL SCHED. LINTEL NO. LENGTH -TYPE COMMENT5 L 1 Il-4" BFIb-IBAT ALLIED LINTEL: A-13. L 2 I'-b" 8FI6-15AT ALLIED LINTEL: A-5 L 3 T-b' 8FI6-IB/IT ALLIED LINTEL: A-5 L 4 4'-b' 817I6-OBAT ALLIED LINTEL: A-3 L 5 4'-6' SFIb-OBAT ALLIED LINTEL: A-3 L b "1'-b" 817I6-I5/1T ALLIED LINTEL: A-5 L 1 4'-b" 8FI6-OB/IT ALLIED LINTEL: A-3 L 8 4'-6' 1 BFIb-06/1T ALLIED LINTEL: A-3 L q 4'-6" SFI(,-OB/IT ALLIED LINTEL: A-3 LINTEL DIA6RAM NOTE5 16112: 1) SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2) SEE SHEET 'A6.1" FOR LINTEL. TABLES. OPT. LOCATION A/G COW. W/ 36X36X4 GONG. PAD 11 j``T?\ 111 L--1 r--------- ------ I 10P 1210 IOX4a. PA I 1 8 OX4"1 P 4T10 W I (DEL PATIO HI PO L Dr:GV 7aEo =�o pp O pl'' i U = ZM r m QaLL DBL. SINK DISP. r Z�6AfiDEN \� 1 ' 1 .6 .•y1' . p . OPT. LAV: •41: LAV. Z .. V) 7 � i 1U6/SHWR.: L-4 LL LAV. A/G COND. [ S _..._.._........... _....._..._.: ---._..... :_......:_._cr.-r ...._ .......___._..-._____._ ...................- GONG. PAD - �•�r � - - - - - -. : P✓G 1 ' i .•t �'� i� :Y.-�y'�J:i?z_?cLTr'_�Ji1�Y-v ."w-:FYh.-_��3.: UNIT � fiF'k�*:�}yi .:.:_._-_____ ._.: _:.�._:._ D " b N (c) ft1 NOTE: DOUBLE LINTEL.® LRU .&ABE END T59 DETAIL SH. A3-5.I (MEV. s' ONLY) . L-2 L-1 LINTEL PLAN ENGINEERING (1o7)]i1 3 rue (a7) n4- n P-Q 9" 161613 u.TAMoWE SPMN= it 32716 i11oY T A MADE P PEf 41a19 L-3 designed by. rd drawn by. dmw deWgn dieckad by. aww dale: 01-22-01 sheet F 86 2004 2 of: N TES C A S T- C R E T E S A f E LOAD T H R L E S 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS ; MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS 1..' ,precast ihteb = 3500 psi. y f'c prestressed lintels = aboo psi. > 5. Pc grout = >�000 ps, ,V max�.am spa' 8 PRECAST W/ 2 RECESS. DOOR U-LINTELS ,t C` x to masonry was (GMU),par ASTM CAO w/ mHMwm net area compressive strength - 11100 psi. + GRAVITY ovldod t Itntel ASTM A615 S. Reba . pr m Precas per 6Rb0: Field rebar per ASTM A615 GR40 or 6R60. t R1FsTN eww °N�e - 6. F'_ strand per ASTM A416 grade . atbn. Sc69 9954 4424 5go4 C900' 270 low 1. wire per ASTM A510. 4'-4" M2") PRECAST 1464 mar 9412 4462 6472 -N47 4416 WM Z2 b Mortar per AST" G270 type M or S. - 4'$' (54) PRGGAST 1•J6T - 1444. ,2762 2TH 5600' 4461: 5315 'RM6 6264 GENERAL NOTES 1'102 9412 -IM2 464T2 - 602 t1 990 aosa 'M41! 2566: aols 10076 'as s 1. Provide full mortar head and bed Joints. 5'-8" (6H) PREGAsr 1as M 2(62 '4a74 '6412 65W 5d4 0" 2. Shore filled tiirtels as,r ulred. -lintel 5'-10"(TO) PRECAST 1as;. tin MJOa "W 1424 '240a ,2D16, 5052 - mustiompig:with the architectural Instaitatlon of 3' ,; aIdlof etrvctural drwvtrtig6. b-8 (8o')F'REGAST e22 klot .: l6 : .� .2516. sue: 9672 `6190. 4522 Lllntels are maiufactured with 5 I/2" long notches at, the ends qo, f67r ro5 "4100 •Dm . '. 4. to accommodate vertical calf reinforcing and 01g. '' 1$(g0) PRECAST 665 161 WTI, 2252 `166 2451 •. 2444 949q� - 9.. All lintels, meet or exceed L1360 vertical do?, Lion, except lintels 1e4 tii7 1 3;f24 9604.. Oi 54g26624 See IT-4' and longer with a nominal height Of 9" meet or exceed L180. 9'$' (IIb) PRECAST 911 4W be4 CM : ie42 WF4 1666 Bottom field added reFxr to be located at the bottom q26 Mq1 2rlq 26Is 95gs 2e1s b of the lintel cavity. -(. 7/52' diameter wire stirrups cre welded to the bottom steel for g" PRECAST WZ 2" RECESS DOOR U.-LINTELS mechanical anchorage. B. Gast -In -place concrete may be provided In composite lintel In lieu of concrete maso" units. Sato load rat"based on rational desk n analysis per 4' AEI Sib and A41 550 SAFE LOAD TABLE NOTES 1. All values based on minimum 4' bearing. Exception+ Safe loads for wifllled lintels rust be reduced by 20%,If bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on b• nominal bearing. 2. NR - Not Rated. 3. safe loads are total superimposed allowable load on the section speclfled. 4, safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capaclty can be obtained by the designer by prolmhsl addlonal reinforced masonry above the precast lintel. 6. One #1 rebar may be substituted for two $15 rebars in b' lintels onl . 1. The designer may evaluate concentrated loads from the safe loadtables by calculating the maximum resisting moment and shear at d-away from the face of ort.. ce I..,.a e e 1 we 6-1n14 UPLIFT LATERAL LE14E,T11 TYPE elr+-tr ORF'6 614U6 152') PRECAST t244 JIM 240 5260 4112 4g67 5625 412 t62 0" Wq 2W4 MW 4000 4e50 5646 (54) PRECAST M 507 250 60 0937 41" 5917 e53. 053 IW2. .: MM 2240.. :6096 9997 .4643. 5459 (bH) PRECAST 424' - = I[M 2425 9055. :0664 - 45251 Sol Sol 424 - It92 17M 2957 - 2M 96M 4250 C10 J PRECAST 646' 1196 r142 2992 2%5 3561 4149 46q 469 646 i09g 1640 22M 2641 3441 4406 (80) PRECAST17uoo 6 set ISLE 2042 2513 s101 :5642 e30 .. TO - 66 1466 Min-;.. 2504 5040 5565 (40) PRECAST Eta- 61" 1525-.. 1610 2260 2153- 5= -no q41 669 e411 1502 r*2 . 2225 ' 2690 5151 (116') PRECAST 093•- 455 DOD I129' 1419 1'Io4 M9s SW 6 µ -533 521 1004 4969� 1726 2069 2450 GRAVITY LEW' 11� ameAe a ewb e 2'-10130 PRECAST 95 6 4419. 6004 1906 4004 10412 p9B6 5166 4479...6094 7576 4004 104'12 Ugft 3'$• (421 PRECAST ZSO sloe as" 4604 6001 796 0600 'M41 . 9166 4410- E099 1526 4064 1-i-M 0*6 4'-0' (48) PRECAST � 2446 9461 4456 SH0 W&- 795e 2646 4419 :e094 1&16 4004 10472 Itas6 W-6- (54) PRECAST 1651 r767 14t9 . 269r 0403 4W 468" 5644 2110 4071 ' 6004 1536 4004 10412 9666 5'-4" (64') PRECAST 1184 1213 001., ` 150q 29" 2026 SIX* 6646- W65 26e4 9087 6046 9400 6424 '7450' 5'-10'(70) PRECAST . 4T2 �O, i094 -:14T4 0184 2904 -2721 SM -M54 2464 +4r44 54W 4457 52W a22 PRECAST . qz" 1255 2101 :9260 ,2*0 saw -.9TU, 45w 12$' 2101 ;95Q6 L060 `79F4 Ea6 6640: T$' (40').PREGAST 76l 1029 W, . `:39, ' 1494 2499 2D66 8EH0' 16'0'. 610" 9e04 '1 ;w 6615 Soil.. W-4' 612") PRECAST 9-0 1" 1464 010, f462' 4704 :;-= *a 12a wis 2944 846q 4090 9t21 10'-6"(126) PRECAST 462 602 n2s 415 n22 Isle � 456 656 1025' M4. 2001 2T14 SW 2404 il'-4' (136") PRECAST - 445 sqe 495 Me 1654 2959 f749 2019 5-0 q05 10653 1054 2441 9�. 4044 12'-0Yi44) PRECAST 414 5' 864 t254 is" 2014 MW Ida .. .4 r.4 WIS =1 2e= 9540 13'-4•(Ibo°) PRECAST 36a 421- 126 1026 pd 1 W95 t224 $415 4e, 140 1" 1400 1865 250 2g20 W-OYI66') PRECAST . 9d 640 4M 1110 W62 106-1 060 558 465 10a .leas � M4 203 26" 1'RES NR IR 1R NR Irt ►trt IR Mt 465 165 IOW 2045 2610 StW 5165 15'-4" (Ib4') PRES NR hR 1R Mt ` lR .let lR Mt 420 895. 1290 1055 2510 -2040 94f0 17'-4' (20W)PRESTRESSM NR NR lR NR INK IR IR IR 310 590 -50 1400 9000 '2200 26W M'-4- M2') PRESTRESSM - MR, NR Mt- NR IR NR 1R lb4 240 400 -150 i0g0 1400 r720 2050 21'-4' (256")PRE$ ' NR NR tot i4t - NR 142 _ 1R NR - 109 590 610 440 040 1-00 2110 22'-O'(2647 PREsiRC-55E NR. NR MR NR NR - Mt NR NR 160 O00 510 D10 1250 1660 K10 24'-0Y266)r=sPR NR tdt FR !Pt IR IR Mt 130 240 470 120 1 $050 't350 W10 LEMTH- ef6- O . ®. o g ppe. eYBA O N 0 40 Osol 'O7W4q6 CPRECAST pO'-4' 2'-LO'(54•). PREiGAST 21721 2021 2=1 27D4 94M SMO . 6407 '16W 0047 V-6' (42`% PREGA5T 2165 2264 3200 4297 S2M 6204 1M2 1257 1257 269 225 5165 4G5 .5010 60M 1096 -. 4'-0'(4H9-PRECAST W7e 6W4 2602 WOO 4992 90M 6245 93H W16 IR2S 2750 �5600 4422 5064 ale 438 4'-b• i54•) PRECAST - woo 166o :7762 Mo5 2907 2435 9257 9M 4010 94q 4,6.1 4656 5925 5406 5'-4• (64") PRECAST - t349•. M"2110 2-IM W15 4010 4646 505 505 199.9 � i491 2050 26-a. 5140 9420 - 404gr - 5'-10'(T09 PRECAST 012- W7 M O 2XS' 5064 9665 4247 419, a'I2 t5G le'S 2"90I0 5565 46'f41H (78) PRECAST 11414 1200. rW 2250 2164 9240 am 707 H87 1141. IW2� 1604 2M2 - 2709 92W 9'192 - 7'$' (40') PRECAST g5g' 412 I475 MM..-. 2904 240. 541 -657S 4go rO2q ',1466 Mon':. 2951 .. - 012) PRECAST. .e0i• .612 :960. ..Qbq' 144:4'-4' 454 630 195 IMz 68oMIO 694 'r31027 t2d fit 3gb 493®.: its - 611 109q IBM r01 JR 9M (136) PRECAST 666• 404 646 044 1104 569 556■�:litl6" 535 405 126 - M OM6604006d&6lootM!2'-0Y144) PRECAST 444 V, W _j M W I- J i 634 406 alb t2Oq 15" 0863`b L9'-4•(I60") PRECAST 500•5405326868 902 39H M404 662 1004 1567 1637 16" M'-0YibB') PRECAST 458• 516. 443 695 To m Io68 2� 546 97e 624 422 t254 1561 . W W 14'-6•(17b') PRr3 245 245 454 MI 124 057 qw N.R. 35l 243 952 91a e52 1156 1 -0 f142 6'-4.0947 PIZE5 -2" X0 '430 955 6-n 601 -w NR 321 226 92q - 542 741 I= t" 16-M M-4" (7a6°1PRES 160 N.R. 255 160 2276 44q 644 614 bt21. IBM I4•-4•(2327PRE5 ± 165 201 25q 50 see 401 950 4W 156 516 440 661 1160 N.R 204 21'-4•(256) PRE57RE5 5 W145 - 166 216 956 439 SI2 s N.R 1-12 142 212 $56 411 655 601 q99 22'-ot26a'JPREs ' -140 160 266- 545 415 4q5 560 - NJ Ibl 13l 205 922 457 607 171� 441 24'-0(268")f'RES I 121 W5 2t4 sm 360 441 S15 NR 135' 124 106 290 400 530 600 839 c+. r�r- •.w1Yvo,w ,uiw..io, . _... .._.__ ._. ._..._.�.._ 'fGC1.1vc-C V rYL_UC fJ7 L770 TC/1-1 t71V'V/L _1V f ILLL I�LV/R1� q. All safe loads r units o pounds perlinoar Poet: '- _ °REDUCE VALUE BY�15% FOR GRADE 40 PIELD REBAR _ U- NOTES: ALLIED LINTEL TABLES w MATERIAL5 8 IN5TALLATION - I. rebar In precast lintel GRbO per ASTM A615 2. rebar-in poured Learn GR40 per ASTM A615 3. Vc for pprretest lintels =4000pst 4. f'c.for, Plaid concrete =3000ps1 - ;.. ... •',� S. concrete mason units per ASTM C q0 mortar pper A5TM 02-10 type M or 5 6lone by: Richard 6. Newman. PP.. y 4 - i' c . alcvlo Riddle-Nevenan Engineering Inc. - - 1. shore all composite lintels 4' O.G. 8, all composite booms calculated with IP5 - In top of boam q, safe loads based on nominal-8" bearing - (4" minimum). 10. all loads shown In pounds per linear foot longer - 11. for lengthes not listedme next length for food safe aF16-IE/1T eF12-IE/IT aF85-1E/IT FIELD M15AR Q 45GR40 LINTEL SECTIONS, Q _ 00NC4;MTE FILL - FIELD REE3AR '15 REBAR AT TOP F =FILLED WITH GROUT / U = UNFILLED a c0 15 GR 40 MIN (I) REQ'D QUANTITY OF 65 REBAR AT f F- ° 1-1/2" CLEAR BOTTOM OF LINTEL CAVITY 1-51 WACMAL lu • a 8F16-1BAT A z NOMINAL WIDTH J LQUANTITY OF 65 1n . • GROUT NOMINAL HEIG HT REBAR AT TOP ..- S REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCIW:; 5/8"ACTU L PROVIDED IN LINTEL (VARIES) 13" NOMINAL WIDTH TYFE DE51 C=,==;NAT10N ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE -U" LINTELS LINTEL NO LENGTH UNFILLED FILLED FILLED LED FILLED FILLED " FILLED FILLED A-1 210• 654q , -FILLED 6257 10125 12000 12000 12000 12000 '12000 A-2 316" 5535 3658 5231 `-8552 11440 12000 12000 12000 A-5 4'6" 2081 1474 3361 4616 6186 1264 8601 gg24 A-4 510' 1125 1060 1510 2455 3336 5g13 4651 5550 A-5 716• -102 1056 1844 2542 52g4 402q 41140 5522 A-6 q-4• 1 656 636 1112 1554 Iq-14 2456 2g02 3346 A-1 10'6" 48q 483 541 1110 1522 051 2211 2556 A-5 11'4' 502 612 -1125 IS30 2002 2455 : 2g51 35841 A-4 12'6• 421 455 -100 1224 1604 Ma 2960 2121 _ . A-10 15'4• 945 4141 774 1053 -1551 161,12 2024 2" A-11 1470' 542 373 640 q38, 1253 1510 1806 20-11 A-12 1413' .505 554 &0 642 - 1100 I552 1624 1879 A-15 IT4• 212 296 456 1 611 808, 450 1186 Iwo A=14 111W 1 250 Sq5 "& 850 1138 1406 1698 11180 A-15 20'6" 1 225 365 473 1 784 - 1052 ' 1300 15-10 1691 i'1 ILII gE b YYYYYY � a . s ! is ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U- LINTELS LINTEL NO. LENGTH uNFlL!" HUED FILLED . FILLEDFILLED FILLED FILLED FILLED 8X8 FILLED A-1 : 21lo' 3o,* 3150' 4IA4 10000 l0000l 10000 IOOPO 10000 4408 A-2 51.61 Ib35 1816 5445 10000 100001 10000 10000 10000 25-12 - A-5 4'b' 1616 1051 - 4224 5400 ease T g44o I- to- 1415 A-4 510• 515 605 2500 331q 4300 5303 6166 7648 7M A-5 7'05• 545 510 1421 HIM 2552 _ 5514 5661 -4600 661- A-6 11'4' 225 252 q34 12116 1665 205q 2542 2,441 425 A-1 1016" 185 20q 756 104q 041 1662 2025 234-7 - 32q A-5 11'4" 505 593 652 ql7 1170 1452 I'M 2028 1 A-q 12'8" 241 282 615 160 qqi 1232 1464 16,15 5 A-10 15'4' 253 253 510 105 8q2 IIOq 1903 1 320 A-11 140• 225 524 473. 652 824 1028 114b I 28 A-12 14'6• Iql 218 442 60g 76q q55 I106 A-15 11'4' 145 255 551 455 605 155 b42 A-14 Iq'4' 184 214 30e, 420 525 6" 715 26 215 A -IS 20b• 1 174 203 2416 1 405 504 650 680 I4H br-ro cl a by: dn- &silin dais 01-U-01 sheet 3 Of: 40'-0 1•. WALL LEGEND 16a2 s�ocK WALL ®e•-o• STUD WALL o V-0' STUD WALL A V0' P✓ IN5ULATION HANDICAP - A06E5516LE BATH AREA GALGULATIONS I&cM TOTAL A/G LIMING AREA: 1642 SF GARAGE: 391 5F COVERED ENTRY: 30 5F PATIO: 40 5F TOTAL I NVER ROOF: 212f 5F TOTAL AREA:: 216I 5F FLOOR PLAN NOTES 16412: 1) ELEVATION.'A'.SHOWN: SEE PARTIAL PLANS ON SHEET 'A-5e, FOR ELEV. v CHANGES. 2) ALL INTERIOR WALLS TO BE 3-1/2" VNLE55 NOTED OTHERWISE. 3) ALL STRUCTLIRAL. WOOD HEADERS TO BE DOUBLE 2'XIO' UNLESS NOTED OTHERWISE. 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS. 5) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO M MIN. 12' WIDER THAN APPLIANCE. 6) A/C PLATFORM BY BUILDER 1) ATTIC ACCESS TO BE 22"X54', FIELD LOCATED 5) BARTOP TO BE 40" H. KNEEWAL.L P06" 5ARTOI A/G GOND. W/ 3006X• GONG, PAD O m f i!i!i!i!i!i!i!i!i!i!i!i!i!i!i! �tili2ilili!i!i• i• ilia r ♦ ♦ ♦ �.e!♦l�.i!iiii!i!i!i!�� �e ��- s; �e •i 'e; COUNTRY ♦ w 3• ♦� I'ei ITKALL c ., �♦ �f ♦ i — I I BATH #2 •: �♦ O .pie �® ��I •li[t3 •i �: e; - - 2-CAR 6ARAC7E i• •. — ENGINEERING ^ < FLOOR PLAN �a7, ns-6ao3 rxx: �a» n.-ean P.O. • 161613 IUAYONIE sprj& . 0. m716 /,� v"ms 1 MUEF" PU ♦7619 5" V4'-I'-O• FA v � cWW O N� a .- .- T c ai 'WC � Oat, Nry n a O O � LL N N N nn � N 38e FIJI V CV €fill a1a:.11 c1r. dmw aesigo ct dmd W. awar mm: o�az-0� sheet FFR ^ ?0 4 of_ m-n in El 5f 0-4-1 -L TOTAL• 37 psf WR fAC:1.25 8'-0" PLATE HT. NOTE SEE. TRUSS :MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS ROOF TRU55 ANCI-{ORAGE: MO 1) USSEE (U TYPE. '1C' (OR NTERCHANGABLE TIE) FOR TRJSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (UN-0.) 2) USE: (1) TYPE •A' (OR INTERCHANGABLE TIE) FOR TRUS5 TO BLOCK WALL CONNECTION (UNAJ 3) USE EN11426-N (OR INTER.CHANGEABL:E TIE FOR ALL J015T WANDER CONNECTIONS (UNO) 4) USE (3) 16d OR (3) 131. 3 1/4• PASELODE GUN NAIL TO FASTEN JACK TO 141P GIRDER (T4E) - 5) GABLE TRUSSES REQUIFE (1)TYPE 'A' OR (I) TYPE 'C" STRAP AT 4S' O/C FROM CENTER OF TRUSS. 6) ALL STUDS BELOW .GIRDER -TRUSSES SHALL BE EITHER CONNECTED - m/ SONPSON SP4 STRAP` TOP AND BOTTOM N ADDITION TO OT14ER STRAPPINGON PLANS. 5111ILARLY, 4X4 POSTS REQURE.(2)-SP4's ON EACH END. 4X6 POSTS REQUIRE.(3>-61-4'i ON EACH. END. 9) BOTTOM HALF OF-MTSI6 TRUSS STRAPS SHALL BE EITHER NEATLY WRAPPED UNDER DOUBLE ,TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR FV6T DEPENDING ON ALK�N-IENT OF GIRDER AND STUDS OR POST BELOW. SEE POST 6TRA11PNG ON It AND 2nd FLR. PLOWS - - • FNEUIUTiC EQUIVALENT MAY BE SUBSTITUTED .FOR HAND. NAIL DESIGNATIGN5' . NAIL VALUES: BASED ON TNATIONAL DES",I SPECIFICATICNS FOR WOOD CONSTRUCTICH FROM TABLE 8bc - 'NAILS AND SPIKES - LATERAL LOAD DESK44 VALUES' NAIL SMAR VALUE (Hb d 8d 103' 10d 125- 16d 145- Q F- 0 U) H LL 0 .. 0 =.E v g� 04 to R8#I III 1 1 411-0-0 ROOF TRUSS LAYOUT 'A' blf-fd xTD arnm by. dmw design - d�eclma nr- aww aat�: NrI-2zaT sheet EB 0 5 i 9 t • • TYPICAL 5 p 4' SCORED MASONRY —..—.. j.. .:. FINISH (TYP) MASONRY FINISH ON c.M,u. (TYP). simimimmimmm ■■ —NINE ■s■ON ■■■D ■e —_ femme L_ ■e FRONT ELEVATION 'A' 1/4" = 11-0* FE11 Lj FIN,R FL GRRAD GADE ��RIGHT ELEVATION '?�' 1/4" = 1'-0" OFF -RIDGE VENT (TYP) POSITION ROOF (TYPJ W = —6' FASUA (TYPj n � T I a V-0' T.O.B. _ 4' K 5C.ORED W MASONRY FINISH (TYP) H F m O N� 5'XI'4 CORAL. FINISH - o STYROFOAM SHUTTERS O v v (TYP) �. v ... FIN. FLR V cis I, `a GRADE O v_ —SEE TRIM/DEG. SILL DETAIL THIS SHEET ,� S'-0-` T.OB. . �- OY4 A� .FIN FLP,- 6RADE REAR ELEVATION 'A' � .o ' T . .B _..—.. :._ .—..-.,'_.:— - .—.._, --—..=—;.—.--•._..�..—.:_::_ — �..— — = — - — :_..—..; • — _.._..— ——:.—.._.._ — — — =——..—..� LR O'O'FIN. F 6RADE ('��LEFT ELEVATION 1/4' = 1'-0" d Sheet 6 Of LOAD TABLE MODEL 1652 2 1 RANGE 40A W a 10 2 I DRYM 30A 2AP 10 SAM I DL VASHM 20A VP 12 um , I FSW.ERATOR 20A VP 0 .540 1 1 DISF OSAL 20A VP 12 540 I 1 WASNER 20A VP 12 Ei00, 2 2 SMALL APPLIANCE 20A VP 12 30M 6 6C04M& LIGWm 15A 1 P 14 60M 1 I �DOOROFENER FiA.VP 14 Fi00 1 6 PADDLE PANS (L6) 15A 14 500 . SUB 0TAL:(WATTS) 30 I s '.Iop 00 WATTS AT l00% loom WATTS RF1'I WER 40% - SJ52 WATTS AC. 30M WATTS 30M WATTS TOTAL 21)52-240.WATTS TOTAL LOAD AMPS 2813 AMPS SERVICE SIZE 50 AMPS 2 / 0 SER CABLE (LWUJ . METER a � N 150 A W RANGE 8/3 e MLO DRYER 10/3 W13 PANEL 04 BARE SMALL ADP. 12/2 M ciii, LIGI-ITING CIR 14/24 W3 TO PPL TRANS 8' GROUND ROD 1692 ELECTRICAL RISER PIAG. / 150 A 4 WIRE 5VG. 2' VTR �I V!' VTR /'1f31 aLV 1 2' F El—ECTRI CAL 5YME30L KEY LIGHT- FIXTURES REc�55an cAN u6Hr - " ':RECE55EO OAK 7- EYEBALL. GEILIN6 - SURFACE MOUNT LI6HT- WALL SURFACE MOULT LIGHT L16HT nAPULL C+WN 5WITOH ® WALL SCONCE �FLLORTMESG�434TFIXTURE OUTLETS DI1PL EX OUT1 Er SPECAF I 7 OUTLET SWITCHED DUPLEX OUTLET RAWC/DRYER 220V OUTLET 1 DIRECT WIRE CONNECTION TELEPHONE OUTLET _ C CATV MLEI ISION) OUTLET E31-QT THERMOSTAT OR OUTLETS - CEILING MOULTED DUP. OUTLET SWITCHES 5IN6LE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH USER DEFINED SWITCH 13 1!115G FIXTURES EXHAUST FAN EXHWJ�.�T FAWLI6HT EXHAUST FAX&I6HTACAT . Q SMOKE OUR ELEOTRICELECTRICEFIERGENFui EXIT 516BED SA HO 1692 PLUMBING R15ER ELEGTRIGAL PLAN NOTES 16412: 1) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE, 2) A/C PLATFORM BY BUILDER 3) MSTR. BATH FAN TO TURN ON WITH LIGHT O 1 s A/C G01 W/ 36X2 GONG. F IL Q u a QX w QT V � Yz m0 tL Z 13 T Q 1-- O OPT. LOCATION A/G GOND. W/ 36X36X4 GONG. PAD ELECTRICAL PLAN V4'=1'-0° r-------------- -- I 12'O OX °PAT O I I %ISXb' X4° ATIO a ! "bi (� g o = O o. m of � Ec C b m 0 �! v 0Wa v ca c UO o I.-. V /n 0 0 J � CL W C) J Fz W w m w U � W J J a, W s i•� is s� 04 ill 3E��! P desgned by: N d— ey d—d-ig. checked b. � W.22aT IR�l�fIN� F E B P g 2004 ENGINEERING 7 (.o7) n.-2W3 rNc (4ol) 774-64n V.O. ao% 161613 KTKIo°1E Spit FL32716 ' M WS A NUER5011 PO 4-9 n- a 0 CORHER aX - TOP PLATE GfTAL moTE'i PFE ANCHORAGE �, f BAR my ' 1'AYl6 TiiZOCi' DEMAL USCITE5 PIPE EX� STD. F1001C 5 BAR I ROM OF SiB1 HALL 2 EEVE SHAU. BE LNS�R iLWI PASHNG TH OW Faanw. �TION (TYP.. SPACM7G) 2X4 BLOCKING 2 SIZESPE TIwGNI � YBA.e SHALL � - t / TAPCON:. -3/1 r 0.17." O.C. -��� .-. -n in.. - 2 SrzFs LAREER 1IIAN , � la'1U to FIL25E BASE �PIPE PwE PAs6a61HRnrH ; ; EXP: BOLT: T/2- O ae' 0.0. :,art; •` �. ILVI 5 MLLED ETALFRAMEYPAl1 J-BOLT: 1/r O 48" o.c x o UNTEL BEAM BIIX�BETses u o�TAPCON:I I EXPANSION BOLTS: �( "^ I FR I ~ � �f1 e � SHEAR STRENGTH RAWLS HE �J REINFORCING U DETAIL : TYI'. 6AK LUY �✓ ! "^ SEE FpfByLT�1 FOR REBAR TIIANTDY `` ` SWEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT 'X TEST REPORT / 150-20068/ DIA EMBEDMENT HOLLOW BLOCK PROFESSIONAL -SERVICE - INWSTPoES,INC:SEE MPG. SPECS. - 3 18 ,-1/2" 846 :1BS FOR BIT SIZES h TECHNICAL 1075IBS NFORMADON L $ 9 (T P� Z.-QR j§ - Bem LINTEL FILED W N�sCaTT. .F .. �� / S HORR. BAR � +5 REAR Idf1MN FTOO \•'•-� L CEN07EM f�TEP W 2S NTL YI.C.E OVHCSP f� G7F1 ... iXUH FLAN TYPICAL FOOTING DETAIL PRODUCT LOCATION DEPTHEMBED A. 1ptlISNTANI£E PULLOUT SHEAR£ DEPTH _ G E N E R A L N Q.TE S �iY.,�q�� RAWL-BOLT MASONRY 25 1/2 . 1.5" 761 LBS. 1765 185. m RANI. -BOLT CONCRETE e , 2- 2.5- 1831 L.BS.' - 2537 LBS. W -- 911 4-6 ' "PLAN - _-� _ : `0= 6*913tLDY N;F( 1i1f.A f1 32716 GENERAL : P L LIVE LOADS: 7HgHN5 AANOOt9DN PFJ 479i6 (/� CHAIR BLOCK `RN4EY ROOF. 20pef FLOOR- 40pef STAIR 40pef "� SINGLE COURSE UNTEL J 3 1 -1 2. WIND SPEED il�h 3eec. ywL CHAIR BLOCK UNbER FRAME `� - 3. ALL WOW To LSE IN ACCORDANCE UTH TINE FBG. 2001 CHAPTER 16. Q �4't�S CH 4. ONLY WRITTEN CHMYaES APPROVED BY T1 E EW.NEER SMALL BE PERYIITTED. '-- 7J W'L�'•"'� CONCRETE = W THE f11�SiEU FLIm EELS CAN BE R�A�D �'�'� m fwx TRU66to 8Y H1DCY Eiifl1TING N 5 CMRIMB tREE IRED MATCH ROOF SLOPE ' ' mNr. 2X1 wa Y t ALL WOW TO BE IN STRICT ACCORDANCE WITH THE ACI 310 PRUPERTIPS AND SPECH CATI N5' CON ZFEv - �Q �/ 2. MIX DESIGN CFMRIA: U LIUJD LFL DR ®NALSIT 1 INTO BOND BEAM e� CHI 11 wa NAas u ALL CONCRETE TYPE I POMAND CEMENT. (ASTM C 60) = f AND INTO THE FOOTINIS FUR ALL FILLED CELLS i COMPRESSIVE STRBYhI • 28 DAYS SMALL BE 2500 t FOR 940M ON PLANS BR LOT FILL® W THE FIELD PROVI� 6' MRL Q'BII MID 3T496 RULE INTO `� _ BLABS AID FOOTINGS MID 3000 psi EL$EWOLL (U:01•U. ®TH THE EONT] BEAM AND THE FOOTING Tr• `� 7 6. 61D SPECIFIED�R- NON -AIR BY U.EKa41AIRT FOLLOWS: Z ` Hoof TRVS6 StEATNNC AoaF CO'1F'RESSIVE ENTRABED ENTRAINED J O TOP OF BOND BEAM.y� `� FRAMING STRENGTH (Pei) CONCRETE CONCRETE O �� ` 'tA'1•a�� �` CH 1 RIOR CHIMNEY 2500 0bl 054 Z U 3000 058 0.46 . _ - SLUMP -SLAB ON GRADE 5' _ _ _ �LT_ _ _ _ �`1y. V `� OTHER 5' O L-BDIIDBEAM W ��` ICD INTERIOR CHIMNEY DETAIABLE LS CCI_LOWATEpIpE-NOO ----- N CONT. - SADDLE GRIGKET ® -_` `� SECTION THRU CHIMNEY 3. PROVIDE Noral u UEICaHT AGGREGATES IN COMPLIANCE WITH THE RECUIREMENTS P)'BE 25' CHIMNEY TfP. DETAIL of AST" C 33. 1 _x SPLICES (TYP) 4. FIBERMESM FOR SLAB TO BE AT A RATIO OF .15 LB5JYARD. N W N.T.S. FOUNDATIONS : •' NOTE IF A BLOCKED DIAPHRAGM Z 3NE IS GW_LrO FOR ON ROOF L FOOTING DESGN BASED ON MINRIUM. ALLOWABLE SOIL BEARING PRESSURE OF 2000 Pef. PLAN PRDVHOE 2X4 EOrJaW. 9 ALL RYWOM PANEL EQiES 6 2. F 1-00TBJG ELEVATION OCCURS N DI$TU2BED)NfiTABLE OR W9UITABLE r� W FH1m Cal. - /-- 8' CN11 WALL NA1L_5 O 4' OL FOR f7 Er EO DIAPHRAGM ZONE O N 65 VERTICAL ` .......................... i11E ETNGsINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER Mi9 INSTRUCTIONS. ed NAHb AT 4. OG ORF 6d NALLA.AT 6. OC. OR 3. PREPARATION OF T14E SUBGRADE TO FOLLOW WOO I ENDATIONS A5 OUTLINED •EealN.WALENT FN1B1AilC 1NH. EOIIALNALB1T pNET1A71C IN THE GEOTECHNICAL REPORT. SOIL, AT &IPFORIED EiX£S'AND NAL AT SUPPORRED EDGES 4. STEPS IN WALL FOOTINGS SMALL NOT EMCEED A SLOPE Z • BLOCKrtY AND Q' OG F@LD 4 AND R• OL MD FOR OF CU VERTICAL i0 (2) HORIZONTAL. ' FOR 5W1DED AREAS OF ROOF OTH ER AREAS CF ROOF BOXY Gi2DUF 85 R®AR _ _ _ _ __ _ _ _ __ _ _ _ __ _ _ = 5. CAUTION SMALL BE USED W-EN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR Z . I THE RISK OF DAMAGE TO THE STRUCTURE. _ 5 TO AVOID RI - STRUCTURES INTO FW NG AMID _ XISTING STFUUC F TER TOP ❑ FDO __ W BEAM W G' NN. EMBED. : - . O - - UN7EL W/t / S BAR'. ......rb. - 2X STUBS MASONR^r 016' G.G. W7/��/ O EVERY OIEIER ��cm rn QACI STUD 7 L DESIGN,CODEMATERIAL OUIREMRl TS FO C SHALL BEN ACCORDANCE WITH Art 30 STANDARD NIIiE. ICY 6FZalT SFDILD BE INSTALLED N =-_ __-____ __ _ __ -_ _ ____ _ a'-O• BUILDING CODE REQUIRtI•ILM9 FOR CONCRETE MASONNRY STRUCTURES ACI 530/AG 530] STRUT ACCORDS SHOULD 1.11TH THE HIN IAZER5 _- __ _ __ ___ _ __ _ _ _ 2. CE115 NDICATED TO BE FILLED SHALL BE GROUTED. WTH 3000 pet CONCRETE l8' TO 10' 9LIA1P) 2X P.T. W J-BOL7 �nA y, _ _ -_-_- _ __- - = DE 25' LAP FOR STEEL • ALL LOCATIONS. P°N`t RECOMMENDATIONS // __ - _ _ _ _ __ _ __ _ _-- _ _ 3. PROM ,](P, BOLT _ _ _ _ __ _ O 48" O.C. SEE it Tri+mi+��� -_ _ _ __ - __ _ _ _ - 4. ALL CELL6 ADJACENT TO C013'ERS, END OF SHEAR WALL$ AND UNDER CONCENTRATED LOADS ANCHORAGE 4 ":_ SHALL CONTAIN VERTICAL FEINFOR_W. AND SMALL BE FILLED WTH CONCRETE. e M FC MISSED FILLED CELL DETAIL O SCHEDULE 4-0S. CONCRETE BLOCKS SHALLRI-1 coN OTo ASTM C IEWS (28 DAY STTH 2000 pet) (rm 1500 pel), v, cil CERncA1 FILLED: _:::..- LAID IN RAINING BOND. W (•s CELL W/1/ s BAR _.-_:-_-;--_::_:.: ;-z:_-a;__-:__=-__i:.-:__- :_:- 6. MORTAR SHALL BE TYPE EL 'I �j t ALL RE -BARS SHALL SE GRADE 40 lA1£$S LINO. IitF7 FROM TRM NtANFACTII�t 6lF MT`56 STRAPS GRIPSDW WL Ud HAILS TO PERT. 1FxH sIRAP! MRL H � 3T6' TAFCOI6 TO FJL FxN STRAP t " EXTERIOR WALL SHEATHING ROOF SHEATHING NAILING EFC CMU `TO EXTERIOR WS R.SN A N Tl N NAILING PATTERN DETAIL PATERN DETAIL L ALL WOOD FRAMING. AND PRE-eNCaN£ERED 1LA?OD T1alssEs SMALL BE DESIGN, DETAILED. AND FAL3RIGATED N ACCORDANCE WTH THE PRDCEDLIREe AND REQu1RErIENT$ ouTLtED N TINE LATEST EDITICN OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. (n ca I 4 .. n Att Fn TO FIT THIF Dt m mtONS AND LOADS NDICATED. •.Ili/ • I i3244 GO 2 l 4 F AN A' STRAP 6 HSSLArED ALL DESIGN SMALL BE IN ACCORDANCE Un4 ALLOWABLE VALUES AND SECTION PROPERtiEb T , OR AFTER THE _ _ ASSIGNED AND APPROVED BY THE BULDW` CODE DESIGN CALCULATIONS BIGNIED AND SEALED BY j. SHINGLES OVER FIBERGLASS A LICENSED PROFESSIONAL ENGNEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. FKMW. OF THE LINTEL BEAM PRE{�INPLRED SHINGLES OVER AT TOP OF CM WALL THEN A 15 FELT OVER 15/ FELT OVER 7/16' O.S.B. 3. PER7'1AdNENT BRIDGING. PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS - SIPSON M SIG CAN HE SUBSTITUIHU tN� TRIEF 7%18' O.S.B. REQUIRED BY THE TR18S MANFACTIIRER TRUSS M41, CTIdRER SMALL PROVIDE STATEMENT THAT 2 fOR EACH Mr-EED 'A' STRAP (TW. ULN) WOOD TRUSSES WOOD TRUSSES STAPPED BOTTOM CHORD OF ROOF TRUSSES ARE. BRACED DURING UPLIFT CONDITION. � �; _ f'ROV� 2D En GALV. R-19 NSUL AS SHOWN ON TRUSS ad FOLII]WtG THE ATTACHED TABLE AND FLASHING � TR EIS 4Mh AS � ON LAYOUT 4. FOR STRICTUR.4L LU'fBER PROVIDE T1 E FOLLOWM GRADE AND SPECIES . AEC13MIPG TO THE UPLIFT SHDEN FROM - q 70 SIT ON TRUSS, LAYOUT SCUTMERN PINE BU 1tm DRY USED AT t5% MAX. M. a GRADE NO2 OR SPRUCE PINE FIR -` � �✓:Z THE nalY MA4FACTUREIRL INSTALL ALL @@ iX2 P.L.OVER 1X8 R-19 NSU OR P.T. ALUM.VER FASCIA CDR SOUTH GRADE NO-7 - J� TAFCONS WITH I-1iP MIL E'B®. 22"` 1/2'. DRYWALL Cdi OVER 2X6 OVER 2X6 SUSFASCIA SUBFASCIA. W/ W CONT. ALUM. 5. PROVIDE GALVM82ID FETAL. FIAMGERB. AND FRAM9'Ya. ANCHORS OF CO SIZE AND TYPE - :LL t DRYWALL / FNECOFt'7ENDED BY THE MANFAOnP1ER Fop EAG2�1'USE PNCl.11DNCa RECOMMENDED RAILS. (N1GFE$ LL �als . - \ ORYWNL CONT. ALUM. bz IX2FURRING VENTED SOFFIT CONNECTORS,OREQUIVALENT) - Jai . dYER 1X2 FURRING VENTED SOFFIT OVER R-5 NSUI_ I.NTa BEAM W N 65 CONE. C111 HNAL.1. OVER R-5 09SU ATION 1 COARSE LINTEL W/ L 5EL CK (( 6. ALL BOLTS USED FOR WOOD CON6TRUCFION SMALL BE A MNTILIM OF VL' DIAL'$TER AN, 6' IN 1 /5 BAR O TOP WINDOW UNIT-----,, WIIERI)6 FT AND UN7EI_ GREATER LD'1rTM CASTM'A-301) WITH MINI I I!I' OIAML UlA$HER U1NXO.` LINTEL SCREEN 'L PROVIDE FRAMING MEMBERS, OF SIZES AND OF SPACINGS SHOWN. OR F NOT SHOW✓„ COMPLY LATH r.f 3-t //22-'' CONC. SUB 3-1/2- CDNC. SLAB PR �T LIMITING. STUD 1$KaHTS CHART. DO NOT SPLICE STIRIGTURAL F'EYEERS BETWEEN SUPPORTS. W/ FIBERLLESHi OVER QRI BMASONRY LOCK FTB c ILL yM1PSDN M=JG 3 I pw/fit �t5 eAR o w� aE yApOR OVER ORBARRIER H SHOWN LOCATIONS 9.MRIER py� MASONRY FlNI OVER B. ANCHOR AND HALING AS 6FILIITN, AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FR01'1 ATTACH TAPCCAS ON FLOOR PUN TREATED CMU CNU BLOCK w /5 f1AR THE STANDARD BUILDING LADE, LATEST EDITION. EVH2Y QHgT HALE COMPACTED F0.1 '2 CW COMPACTED FILL O SFLOO LOCATIONS 6 �r ON FLOOR PLAN 3 ROOF SHEATWW- NOTE: TAPEONG SH MM EE WSTA.LID J, - s A F' SEE OSB OR V2' CDX Y �.' SEED 65 OR 1 FOR NAILING PATTERNS. NSTRICT HMIFAITU EFZ5 RStMEUA WITH ION5 ••::' : ak slsmoo VERIFICATION OF FIELD CONDITIONS J J F�pi stmet L CONTR,4CToR SHALL YERFY ALL FIELD CCHDRIOHS AI'D DMEN810NS RELATLVB T 2 / 5 BARS THEFM ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRE N � w MISSED "A" STRAP DETAIL 2 f 5 BARS K SUCH CONIDITIONS SMALL BE CALLED TO THE ARCH ITECT5 ATTENTION AND NECE JOs s jvj M S WALL SECTION ® WINDOW - CMU MADE PER MIS INSTRUCTIONS. WALL SECTION -CMU: 1 STORY; v ry ONE STORY: MONOLITHIC 2. FOR ANCHOR BOLTS USE HUGAIES OR EO21tVAL.ENT (A-36 OR A-301 STEEL; Of.. " A 1 COURSE LINTEL -MONOLITHIC 3. PROVIDE 2X4 MOCKING. ON ALL SIDES OF THE RIDGE VENTS WITH W NAILS AT 4' cR 4 L 4 v K WOE REQIBREMENT8 APPLY - MEN WINDOW DOOR 1ANIFACTLFW;'9 FASTENING ETHOD t5 NOT SPECIRM PT IX BUCKS FOR.WNDOUS AND DOORS USM,H WFAGTiJrzERS'NSTALLATION NSTRIIGT.IONS.: - - 2.) ALL, UAtJDOW:SHVIS FIST BE PILL WIDTH OF SA94-1. 'T 2X BUCKS FOR U/NDOU19 AND DOORS U INSTALL WW' DIAMETER SELF TAPPPY CONG ANCHORS EIGHT (B) NCHES MAX FROM ENDS AND 24. ON CENTER MAX UPC I V41 MRL EMBED. INTO BLOCK - FASTEN 1144DOW/DOOR TO PT BUCKS PER MANUFACTURE" INSTALLATION INSTFUCTIONS. LI ALL W04DCW SHR95 MUST BE FULL 00TH OF SASH. TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENING AND 35 PSF RATNG) (11/20/03) BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THEE FRAMING SPACES AT 48" OTC. REMAINDER TO BE BLOCKED AT 1W O.C. OR RAT RUN. FASTENING:_FASTEN FLOOR SHEATHING TO FRAMING W/ WITH Sd COI MON8 OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) Fi" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING FLOOR FRAMING (SHOWN o 24" O/C) BLOCKING ® 48" O/G MAX. IN FIRST THREE FRAMING 511ACE5 4 SW O.G. THEREFORE FLOOR E3RAGING AT ENDWALLS BXBXW C2'ILL (TYPJ PT. 2X6 EY V2' DVYt V BOLTS • 46' C UV 6' m B13m. (TYP) 56 BEAM r.0 0 0 0 PT: 2X4 BLLER 0 CUTHALED 011 8-10d K41LS o P.T. 2X6 EV Y2' DIMt V o BOLTS • 46' TUX 1V 6' HR EMBED. CTTPJ 0 0 0 � o DETAIL: TYPICAL JAMB FASTENING @ ❑VERHEAD GARAGE DE111R - NAH FACTUtM - -.GABLE 7/16' OSB OR SIMPSOH A35 a 7-0' 0. C. -1/2' CDX 2x4 SPRUCF OR BETTER LATERAL: BRACES e4'-0' STRAP TIDE 'D' a C. ATTACH (2) 16d TEE -NAILS (48' a C. ) 10d NAILS f— a 4' a C. - --_10d NAILS @ 4' a C. 2x4 DRYWALL NAILER - mi�EE ac4 TOP PLATE IPL TYPICAL GABLE ATTACHWNT TO WOOD FRAMING END WALL 2x4 BLOCKING e 48' U. C. 2x4 1 EEEER TO MATCH BOTTIXI 'V BRACE ATTACHED V/ LT SLIME OF SCISSOR TRAY NAILS ATTACH H WEffi WITHFJ1BT13S 4' 0. C. TYP. e 4 OF (2) lad NAILS � GABLE TRUSS WEB SECT I ON DOUBLE 'V BRACE DETAIL SHEATHING 2x4-SPRUCE OR BETTER LATERAL BRACES a 4'-0' O.C. ATTACH (2) 16d TOENAILS �10d NAILS a 4' a C. 2x6 P.T. SILL DOUBLE LINTEL E GABLE END W/ (1) 05 IN EACH COURSE _ R5 VERT. BAR ( SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER V BRACING REEL 934ENTS STAID 5PACR6 NO 'L' BRACE N 2(4 *' BRACE (4 2x4 *' BRACE V) 2)6 I *' BRACE 16' 0'-0' - 4'-5' 4'-5' - 8'-0" 8,0" - II'-5" I •I'-0" - Is,w 24' 0'-0" - 4'-0' 4'-0" - 640" 6'-10" - N-IO" 8'-I0' - 2-8" NOTE BRALE MIST EXTEND AT LEAST 91196 OF HM LENBHT 250 LEDGER TO MATCH MTTOM U CMR13 SLOPE OF SLISSOR TREE - ATTACH TD wE86 WTH CWSTERS 2x4 BLOCKING a .48' a C. OF (2) End NAILSL' BRACE .ATTACHED W/ 10d NAILS e 4' 0. C. TYPICAL F- SECTION �t c DR TA[L GABLE TRUSS WEB GABLE END BRACMG DETAIL WINO SPEED 930 "31-1, MEAN HALL HEIGHT IP TO 30'-0' ROOF SFEATFING OVER TRU (SEE NAILING ZONES) BACJOJAAL MV (2) I&d NAILS I V16 O6B *' BRACE TO EXTEND AT LEAST I OR t/2' CDX W% OF WEB LENGTH (SEE TABLE) J W 0 0 z_ CV z W r- p W 0 Z W W J m V 2.4 DL. IABRACE • 48' OG. w ij1 - UV (4) Wd NAILS • FA END 'a! • FIRST TWO BAYS I I GABLE TRUSS = r�i Dq 10d NAILS • 4' O:C. O dill Q 16i� 2x4 PANEL BLOCKNG E • 4S• L. DOUBLE"LINTEL GABLE END '. FOR C4) ROWS UV lU 15 IN F_ACH COURSE , i1 FROM LA. TYPICAL TRUSSESOAL ATTACFED W! l2) Ibd TOENAILS - :r: > V2• X S' UDDGE /� ���� 4 ANCHORS 32" O� .+ GYPSU'1 WALL BOARD /�!r 2xS P.T. _ (VHRT. BAR O I�� U.5 (SEE FOUNDATION PLAN LL„ Jill A S E C T I N FOR EXACT LOCATION) J tt w.Wvs a...W-ate WIRRICANE aac itbatao ENGINEERING 9 7(407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRNGS. FL 32716 ,IKM'S J. ANDERSON PEI 47819 Of. —