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130 Bristol Forest Trl (2)
PERMIT ADDRESS A rer" T LL CONTRACTOR ADDRESS Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407 :661-21"76- .._ CGC 049689 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOr _ PERMIT NUMBER WMVMIIT�GATEWAY . c�troONils City of Sanford Certificate of Occupancy This is to certify that the building located at 130 Bristol Forest Trail for which permit number 04-1492 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: F. Ortiz Engineering: D. Richards Public Works: J. Crumpton Utilities: R. Blake Fire Department: Zoning: 09/11/04 08/ 11 /04 08/ 11 /04 08/23/04 Centex HomesQ�a" yy� _ Qo v „� 08/24/04 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION (x 1CD r�� **** SINGLE FAMILY RESIDENCE" `� �l DATE: 08/10/04 PERMIT #: ADDRESS: CONTRACTOR: PHONE #: : 04-1492 130 Bristol Forest Trl Centex Homes Greg 407-466-8067 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. ngmeeri I oV ❑Public Works ❑Utilities ❑ Fire ❑ Zoning ❑ Licensing N/A_ N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: 010 CERTIFCATE OF OCCUPANCY jau��A REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** 08/10/04 : 04-1492 130 Bristol Forest Trl CONTRACTOR: Centex Homes PRONE #: Greg 407-466-8067 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 lic Works _&0 �IvLr n�o ❑Utilities ❑ Fire N/A_ ❑Zoning N/A_ ❑Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I Q 1® t I i t I I I t I I 1 I 1 CERTIFCATE OF OCCUPANCY Ja REQUEST FOR FINAL INSPECT109 :F :i•*k SINGLE FAMILY RESIDENCE**:i'*1 � �I N � 7 DATE: 08/10/04 " - =; LA u L = 0 1 m I PERMIT #: 04-1492 o ADDRESS. • 130 Bristol Forest Trl C — w W w o CONTRACTOR: PHONE #: Centex Homes Greg 407-466-8067 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Public Works ❑ Fire N/A_ ❑Zoning N/A. 'aftilit s ❑ Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) rLMBC1001 CITY OF SANFORD 8/12/04 Address Misc. Information Inquiry 09:15:37 ' Location ID . . . . . . . 247775 Parcel Number 22.19.30.502-0000-0180 Alternate location ID . . Location address . . . . . 130 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 18 ************** _ CUSTOMER SERVICE NOTES SW DEV FEE $1700.00 WA DEV FEE $650.00 _ CUSTOMER SERVICE NOTES BP04-1492 PD 4-6-04 SEE REC#6594 _ CUSTOMER SERVICE NOTES 3/4"WA METER SET FEE $190.00 PD 4-6-04 _ CUSTOMER SERVICE NOTES REC#6594 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 Expires December 31, 200E 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' 130 BRISTOL FOREST TRAIL CITY .. STATE ZIP CODE SANFORD - FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 18, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ## ##' - ##.##" or ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. 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 B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12117CO035 E 4/17/95 4/17h35 X N/A b i u. inaicate the source of the base Hood Elevation (BI-L) data or base flood depth entered in.69. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes M No Designation Date SECTION C - BUILDING ELEVATION INFORMATION -(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ' ❑ Building Under Construction* E Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30; ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of 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 E No o a) Top of bottom floor (including basement or enclosure) 13. 4 ft.(m) o b) Top of next higher floor 23.1 ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o 0 o d) Attached garage (top of slab) 13. 0 ft.(m) E 1 o e) Lowest elevation of machinery and/or equipment W M servicing the building (Describe in a Comments area) 13.0 ft.(m) E 15 o f) Lowest adjacent (finished) grade (LAG) 12.6 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 12. 9 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3 h 0 sn in (s 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 & MAPPERCOMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORVNIVDIAVENUFA SUITE B WINTER PARK FL 32789 SIGNATURE (,( I/ DATE TELEPHONE �./` V31 7/15/04 (407) 426-7979 FEMA Form 81-31, January 20d3 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 130 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(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 _ fl.(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 ownel's 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 Iczl official who is authorized by la'vv or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Compiete Ine applicable item(si;and sign below. G1: ❑ The information in Section C wa's t�;ken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to caify elevation nfoFrnation. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed-Se�-tion E for a building located in Zone A (without a FEMA�issued or community -issued BFE) or Zone AO. G3. [] The following information (Items 64-G9) is provided for community floodplain management purposes. G4. PERINIT.NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as built lowest floor (including basement) of the building is: _. _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 I I ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions I 9 FLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 18, PRESERVE AT LAKE MONROE AS. RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA I CERTIFIED TO AND FOR THE NOTE: I EXCLUSIVE USE OF: I COMMERCE TITLE COMPANY THE FINISHED FLOOR ELEVATION OF THIS COMMERCE TITLE INSURANCE COMPANY STRUCTURE MEETS OR EXCEEDS THE CTX MORTGAGE COMPANY, LLC THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A), TRACT A STORMWATER MANAGEMENT AREA S54°23'11 "E 50.00' 1" 30' GRAPHICSCE LOT 18 O 15 30 6000 SO. FT. t 1 I M I i 1 ��4• POOL UNDER CONSTRUCTION I 5.0' z TWO STORY. . d CONCRETE BLOCK LOT 19 �" & WOOD FRAME, m d LOT 17 i W 'RESIDENCE n } FINISH FLOOR - � � ELEVATION-13.38' w M ND o w L ) 7 u Z O w 110 \Z� z 50'n 14 3 5.0 ENTR to 20.7' CONCRETE•„ 0 i. DRIVEWAY . 3 �. W O o O, un N O Nti----------- r• - ��•6' 10UTILITY 1- r,`�.16.0. EASEMENT WALK IS ';... 4::5iH:''�."i,.•.;.:>' WALK 15. 0.4' OFF , „ 0.4' OFF " N542311 W 50.00 .. I 3536'49"W - F� 7!?7 25.00' _ - 435.00' _ I _ 175.33' PT S54.23'11"E CENTERLINE OFJ 610.33' 4 RIGHT-OF-WAY. NOTE: BRISTOL FOREST TRAIL 50 RIGHT-OF-WAY 1. ALL DIRECTIONS AND DISTANCES HAVE I BEEN FIELD VERIFIED AND ANY LEGEND N Poo IRON INCONSISTENCIES HAVE BEEN NOTED ON THE 0 NO l0. FND 1/z" 2" /oa) SURVEY, IF ANY. — ' — ' — BUILDING SETBACK LINE — CENTERLINE Q FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE — — RIGHT of WAY uNE LB #66 (07/14/04) SET/FOUND ON 07-14=04 UNLESS OTHERWISE 4 EXISTING ELEVATION O FND 1/2" IRON ROD AND CAP SHOWN. LB #6393 (07/14/04) - - P CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LS LAND SURVEYOR LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT PC - DENOTES POINT OF CURVATURE ti AFFECT THE TITLE OR USE OF THE LAND: PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE (M) MEASURED PT DENOTES POINT OF TANGENCY ± 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND TYP TYPICAL -C/W CONCRETE WALK A/C AIR CONDITIONER - LOCATED EXCEPT AS SHOWN. S/W SIDEWALK / _ CP CONCRETE PAD CBW CONCRETE BLOCK WALL CS' ..CONCRETE SLAB. RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE C CHORD LENGTH CHU OVERHEAD UTILITY LINE' ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK PARKER KALON ID IDENTIFICATION SURVEYOR AND MAPPER' _ PR RADIUS OC POINT POINT ON LINE T OF CURVE PCC POINT OF COMPOUND CURVE I HAVE EXAMINED THE F.D 4 I HEREBY CERTIFY, THAT THIS BOUNDARY, COMMUNITY PANEL ' NO 120294 0035 E DATED /17/95 AND FOUND � " '� r. i THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. SUBJECT TO THE SURVEYOR'S NOTES AREA OUTSIDE 100 YEAR FLOOD PLAN. CONTAINED HEREON MEETS THE APPLICABLE THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. - K' 'MINIMUM TECH -S I`A'INDAr2DS" SET FORTH i ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BY THE FLORIO'A` BOAkIPs fJ.=, PROt'' SSIONAL I VERTICAL CONTROL AS FURNISHED. 1 f ; SURVEYOR,SIzAND MAPPERSTIN(. CHAT: TER BEARINGS SHOWN HEREON ARE BASED ON 61G17-6„ flORIDA ADMINISTRATIV CEDE THE SOUTHEASTERLY LINE OF LOT 18 PURSUAN"T TO Chl,0TEW 471 027;_'-FLO!;IDA BEING S35'36'49"W PER PLAT. '- STATUTES (FIELD DATE:) 04-01-04 REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ Y Q r m I FINAL 07-14-04 VH AMERICAN SURVEYING & MAPPING p l�� 1 FOR y JOB N0. AASM39632 FORMBOARD 05-02-04 VH CERTIFICATION OF, AUTHORIZATION NUMBER LB#6393 �, n. THE PLOT PLAN 2-4-04 SOO 1030 NORTH ORLANDO AVENUE, SUITE B `i f s �T;^\ FIRM DRAWN BY: - WINTER PARK , FLORIDA : �,•,. �, LOT FIT 12-17-02 CKB 32789 - (407), 426-7979 GALEN K. BE L''"1 f �l\�I`:1 42 4 DATE I 1 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 18, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: NOTE: COMMERCE TITLE COMPANY THE FINISHED FLOOR ELEVATION OF THIS COMMERCE TITLE INSURANCE COMPANY STRUCTURE MEETS OR EXCEEDS THE CTX MORTGAGE COMPANY, LLC THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1"=30' GRAPHIC SCALE 0 15 30 LOT 19 TRACT A STORMWATER MANAGEMENT AREA �D - S54°23'11 "E 50.00' I ----------- I LOT 18 �n 6000 S0. FT. t 1 n 1 I i POOL UNDER CONSTRUCTION - I 5.0' 40.0' W .� z x TWO STORY E �\ CONCRETE BLOCK - - vwi & WOOD FRAME 17 w RESIDENCE n L. LOT FINISH FLOOR' i �' _} ELEVATION=13.38' w J 0 ci N Z w 0 5.0' � `LI w 14.3' 5.0 v '"•COVERED'- 0 > z :"'EIV TRY:::' t: a o j I Z V I 20.7' 5.0' •CONCRETE- `' 3' C W - l a O O .DRIVEWAY'.. O O O N ------------- �•6' TO' UTILITY I - EASEMENT N� 5 .�'.�16.0'�r:'s r• WALK IS ':.:4;:SW `t ":7.'•.. >''. WALK IS 0.4• DFF N54'23'11 "W 50.00' I 0.4' OFF I I 1 I 35'36'49"W 2_5.00' 435.00' 175.33'_ T S54"2311E CENTERLINE PA-4 RIGHT-OF-WAY P - NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 07-14-04 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 VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 18 BEING S35'36'49"W PER PLAT. (FIELD DATE:) 04-01-04 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ FINAL 07-14-04 VH JOB NO. AASM39632 FORMBOARD 05-02-04 VH PLOT PLAN 2-4-04 SOO DRAWN BY: LOT FIT 12-17-02 CKB BRISTOL FOREST TRAIL 50 RIGHT-OF-WAY LEGEND O FND 1/2" IRON POD — . — . — . BUILDING SETBACK LINE - NO ID. (07/14/04) — CENTERLINE Q FND DISC �68NAIL LEI (0AND — — RIGHT OF WAY LINE 4 EXISTING ELEVATION FND 1/2" IRON ROD AND CAP O LB #6393 (07/14/04) CONCRETE CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE L LS LAND SURVEYING BUSINESS LAND SURVEYOR L DENOTES ARC LENGTH - PRM PERMANENT REFERENCE MONUMENT C.B. -PC DENOTES CHORD BEARING - PCP PERMANENT CONTROL POINT DENOTES POINT OF CURVATURE (P) PER PLAT - PI DENOTES POINT OF INTERSECTION (M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND - PT' TYP DENOTES POINT OF TANGENCY TYPICAL - - C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL - CP CS CONCRETE PAD CONCRETE SLAG RP RADIUS POINT C CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER U8#6393 1030 NORTH ORLANDO AVENUE, SUITE B WINTER PARK , FLORIDA 32789 - (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNIC.4L�,,STANDARDS" SET FORTH BY THE FLORIDA'iB�OARU�'01--G.F,ROFESSIONAL SURVEYORSuMD M09'r'EFS,IN 61`1APTER 61G17 6.�NlORIDA ADMINISTRATIVE; CODE PURSUANT TO, CHAPTER 472..02,_ N' .7L-0RIDA STATU ,'c'-s . s.: v� FOR THE FIRM 3ALEN K:y`IF1..I_. PSM...>'1 4 DATE CITY OF SANFORD PERMIT APPLICATION Permit # : "r Date: Job Address: 106 - Description of Work: ? (ilk I M m ! /i Q 000 C_ %- ioa.— Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool -X— 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 --4- Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: z7W—I — U (Attach Proof of Ownership & Legal Description) Owners Name.& Address: ueAUe— AL&J,hb Phone: Contractor Name &Address: e G S •2 1 State License Number: Phone & Fax: a Phone:;, Bonding Company: Address: VM V1 W1 11 11 V I XW Mortgage Lender: Y — Address:. — % - - - - �- -� Architect/Engineer: Phone: Y07` Address: i Fax: Application is hereby made to obtain a permit to do the work n pit 1, at onsas in c4fed I eenify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfonfed to met sstandard$�of..allas r{�lahtig construction in this jurisdiction-. I understand that a separate permit must be secured fdr ELECTRICAL WORK, PLUMBING, SFUNS�VG�EL IS, 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 requiremen of this permit, there may be additional restrictions applicable to this prope that may be found in the public records of this county, and there Wiiodhermits required from other governmental entities such as water a e nt districts, state agencies, or federal agencies. Acceptance of permit i will notify the owner of the property of the requirements o d ten Law, FS 713. -Z—W —2_ ot` Signa re f O er/Agent Date SignaturVof Co actor/ . e t Date Print Or/Agent's Na 6/ Signature of Florida Date �.rs• Eric Heibsort My Commission DD317772 xgires July 09, 2008 Owner/Agent is _ Personally Kno�6tSto e r Produced ID Print Con ctor/Agent's Na e Signature of Notary -State o Florida Date X,. Eric Heileson My CommissionDD317772 Contractor/Agent is Personally Knowr Expires July 09, 2008 _ Produced ID APPLICATION APPROVED BY: Bldg loo 1 Zoning: (Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (initial & Date) Permit # : 0`21 -,, C)�-)q Job Address: 111C_1_ Description of Work: Historic District: CITY OF SANFORD PF,RMIT APPLICATION ., ._. 6 7-- /1 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 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 #: -CSC(- - I `I Owners Name & Address: Contractor Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) [� I �lQ :Tr 1Q'd l►T"�' 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. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning., WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirem is 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 tnpyX additioAl permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm t�ficathat notify the owner of the property of the requiremZ�off rida Lien Law, 13. Signatt/ e o wner/A ent Date Signntnctor/A to Print Owner/Agent's'Nafiie Print Con >Vor/Agent's Signature of Notary -State of Florida �- AT EriC���leson Signature of Notary -State of Florida Date Eric Heileson My Commission DD317772 MY Commission DD317772 or w Expires July 09, 2008 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally KnoWe txWres July 09, 2008 — Produced ID Produced ID APPLICATION APPROVED BY: Bldg:"(0� Zoning: (Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) ABRAMS - TOWN & COUNTRY ELECTRIC (Mailing Address) PO BOX 2014 APOPKA, FLORIDA 32704 Please refer all calls to: 407-345-1237 Fax: 407-345-1034 TO WHOM IT MAY CONCERN: PLEASE ACCEPT THIS LETTER AS MY AUTHORIZATION FOR THE UNDERSIGNED TO ACQUIRE ELECTRICAL PERMITS IN MY BEHALF FOR ABRAMS - TOWN & COUNTRY ELECTRIC, (ELECTRICAL CONTRACTORS.) FOR THE JOB LOCATED AT ✓s ✓ �� Fees /1214, L LOT_ BLOCK SUB -DIVISION p a es 0 1 z dl< PROPERTY OV '0720,C- SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF O—U/Kt (month) 200 (year) IN. Seh" COUNTY S/S NOTAR-MUBL`tC STX E Ot FLORIDA MY COMMISSION EXPIRES LIMITED POWER OF ATTORNEY 6-z- oy, DATE I hereby name and appoint ALLISON GREGORY Of PERMITS PLUS to be my lawful attorney In fact to act for me and apply to l_ (�� 01-- S-N)FO ) for a SWi M M I rV permit for work to be performed at a location described as: I,OT SUBDIVISION 11 2 tYdr (ADDR SS OF J04) 4k. ........_ 385 DOUGLAS AVE ALTAMONT ' SP .1 OF' PROPERTY AND, ADDRESS) and to sign my name and do all things necessary to this appointment. Type or print namglo fq�r#fj0d Contractor Signaturga'of Acknowledged: Sworn to and subscribed before me this IN Day of jik e_ A.D. 20 Notary Public, State of Florida �C\ _ SEAL Signature My Commission Expires Date.,:.Te;rsr_ j °a• "PEA• ERIC HEILESON MY COMMISSICdG! # CC 953782 EXPIRES: Juiy 9, 2004 Bonded Thru Notary?ublic Underrrtite s RESIIDENTIA]L SWIMMING POOL, SPA, AND HOT TUB SAFETY ACT NOTICE OF REQUIREMENTS rP�cx cl , contractor license #5 �`�nd (contractor print, name) �T I (we) new (please print name(s) of homeowners) acknowledge that a pool, spa, and/or hot tub will be constructed or i (please print full legal address including house number, street, and city adi and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (Con powner, please initial the method(s) to be used for the pool, spa, and/or hot tub.) he pool will be. isolated from access to the home by an enclosure the etl barrier requirements of Florida Statute 515.29 and shall meet the . requ'f the 1997Edition of the Standard Swimming Pool Code, Section 315. • The pool will be equipped with an approved safety pool cover that complies with ASTM F1346.91 (Standard Performance Specifications for Safety Pool Covers for Swimming Pool, Spa, and Hot Tubs.) • All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet and shall meet the requirements of the 1997 Edition of the Standard Swimming Pool Code, Section 315.2.1.9 (1). All door providing direct access from the home to the pool will be equipped with self -closing, self -latching devices with release mechanisms placed no lower than 54 inches above the floor or deck, and shall meet the requirements of the Standard Swimming Pool Code, Section 315.2.1.9 (2). I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515.F.S. and will be considered as committing a misdemeanor of the second degree, punisha le by f sup to $500.00 and/or up to 60 days in jail as established in Chapter 775.Cl874. a will result in disapproval of final inspectiori.n . /9 DATE /n — Z — HOME OWNERS NAME (please • i , F-ara5� ��I 9-/ -3a 77/ RESIDENTIAL SWIMMING POOL, SPA, AND HOT TUB SAFETY ACT NOTICE OF iIEQUIREMENTS I, � _ n ri p_Lh L . C rPZ--( , contractor license # 5 ,? t n� ontractor print name) I (we)— �6riwl_ Ljn2j�d acknowledge that a (please print name(s) of homeowners) new swimming pool, spa, and/or hot tub will be constructed or installed at 1tt 18 (Jr o (Q -aQ W OL 1,o7l -� to&n (please print full legal address including house number, street, and city address) d C� 3a-771 and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. ;requ pents owner, please initial the method(s) to be used for the pool, spa, and/or hot tub.) he pool will be. isolated from access to the home by an enclosure the l barrier requirements of Florida Statute 515.29 and shall meet the .fthe 1997Edition of the Standard Swimming Pool Code, Section 315. • -The pool will be equipped with an approved safety pool cover that complies with ASTM F1346.91 (Standard Performance Specifications for Safety Pool Covers for Swimming Pool, Spa, and Hot Tubs.) • All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet and shall meet the requirements of the 1997 Edition of the Standard Swimming Pool Code, Section 315.2.1.9 (1). • All door providing direct access from the home to the pool will be equipped with self -closing, self -latching devices with release mechanisms placed no lower than 54 inches above the floor or deck, and shall meet the requirements of the Standard Swimming Pool Code, Section 315.2.1.9 (2). I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515.F.S. and will be considered as committing a misdemeanor of the second degree, punisha le by f sup to $500.00 and/or up to 60 days in jail as established in Chapter 775.g874. a will result in disapproval of final inspection.^ 4 DATE t10 — Z — Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back > 1 . %cminuir Cttunl. ,.• 3 1101 lK, Firs, St. 771 �! z 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market S3-SANFORD Parcel Id: 22-19-30-502- Tax District: WATERFRONT 0000-0180 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES Land Value (Market): $26,000 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000 Property Address: 130 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vacllmp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 18 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1,000 26,000.00 $26,000 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. ham://www.scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=2219305020000O... 5/18/2004 II N OTiI CE W CO1VIM i N CI �4 11Vli lid I � i State of Florida County of Seminole ,nitjNo. Tax Folio No. (PID) unde signed hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter Flora Statutes, the following information is provided in this Notice of Commencement. SCRIIPTION OF PROPERTY (Legal description of the property and street address) -7 7J r 111�� Iam 11119501-l"MMINN MARYANNE IORSE, CLERK OF CIRCUIT COURT NE`RAL DESCRIPTION OF IMPROVEMENT Swimming Pool SEMINOLF COUNTY BK 05336 PG 1646 CLERK'S # 2004088433 I „III R=RnTNG FEES -I&.8 RECORDED O'Kelley 8Y S O'Kelley /NER INFORMATION ne and address. DIA64 A, U J 1. sresi 'n property (Fee Simple, Partnership, etc.) Owner/builder CERTIFIED COPY MEND ADDRESS OF FEE SIMPLE TITLE HOLDER -(IF OTHER THAN OWNER)RYAN gr,SE EiN RETY (Bondifig Company) ne and address ' .ourit,bf Bond I DOCUMENT PREPARED BY: NDER K.L. "600A 31's- b occ"14 /-Iu ne ah address M&a a 3 q r�s ri.�� ��r-rn�t. 7f . l� — . ions V ithin the State of Florida designated by Owner upon whom notice or other documents may be served as provided section 713.130)(07., Florida Statutes: ne anld address Ii ddi; i(n to himself, Owner designates of II to receive a copy of the Lienor's Notice as lid�n Section 713.13(1)(b), Florida Statutes. iiration Date of Notice of Commencement expiration date is 1 year from date of recording unless a f if rnt dqJ6 is specified.) Signatute ofOwneh / ` / K.�. ern tol and subscribed before me this Day of , ell, viiII Eric H°ft°01 My Commission Expires: ary Public a1m2 fo day � going instrument was acknowledged before me this y of V T Z- C22 r (name of person acknowled , wlio is personally known to or wv o has produced (type of i who did / did not take an oath> PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT .18, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY1` is I COMMERCE TITLE INSURANCE COMPANY ra t;r f "p?1 CTX MORTGAGE COMPANY, LLC t F, ^n r j F. ✓ e7 �H 1� J ,ti � y TRACT A 1 PLANS REVIEWED - STORMWATER MANAGEMENT AREA 50.00' CITY OF SANFORD S54'23'11 "E 1- = 30 LOT 1 g' GRAPHIC SCALE , 6000 50.. FT_ 6 15 30 D ' LOT 19 NO4 LJ I I W 50.00' LOT 17 1 35'36'4�-W 25.00 PI — — 435.00'— — 1 _ 175.33' S54'23'11-E CENTERLINE OF 610.33' ' RIGHT—OF—WAY NOTE: 1. PROPERTY CORNERS SHOWN HEREON WERE .SET/FOUND ON 04-01-04. UNLESS OTHERWISE SHOWN. 2. 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. 3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 4. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. ALL INTERIOR DIMENSIONS WERE VERIFIED IN THE FIELD AND SHOWN UPON THIS DRAWING. 6. THIS IS AN AS -BUILT SURVEY DELINEATING CONSTRUCTED IMPROVEMENTS ONLY AND COMPLIES WITH SECTION 611317-6.005 OF THE FLORIDA ADMINISTRATIVE CODE FOR AN AS -BUILT SURVEY. 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 VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 18 BEING S35'36'49"W PER PLAT. (FIELD DATE:) 04-01-04 REVISED: SCALE: I" = 30 FEET APPROVED BY. SJ JOB N0. AASM39632 FORMBOARD 05-02-04 VH PLOT PLAN 2-4-04 SOO DRAWN BY: LOT FIT 12-17-02 CKB BRISTOL FOREST TRAIL 50' RIGHT—OF—WAY PT LEGEND — . — — BUILDING SETBACK LINE — CENTERLINE Q FND NAIL AND DISC LB #68 (04/01/ 04) — RIGHT OF WAY LINE 31. 4 EXISTING ELEVATION 0 RON ROD LBD163931(04/01/04)AND CAP CONCRETE CNA CORNER NOT ACCESSIBLE . A � DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH - LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION. SP) PER PLAT - PRC DENOTES POINT OF REVERSE CURVATURE, M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND - .. - TYP TYPICAL - C/W CONCRETE- WALK A/C AIR CONDITIONER - S/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE PAD - RP RADIUS POINT - - CS C CONCRETE SLAB CHORD LENGTH OHU OVERHEAD UTILITY LINE PK - PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 NORTH•ORLANDO AVENUE, SUITE B WINTER PARK , FLORIDA 32789 — (407) 426-7979 I HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR ITHE AM R. MUISCATELLO JR. PSM#4928 DA 50 — 40'0 1'0 3'O A 3 FT DEPTH 1SAFETY FENCE 6'0 3'0 RR TRACKS E. AIRPORT LN 427 LAKE MONROE / RUSSELL DR CORNWALL RD GARAGE LEFT 1 6 FT DEPTH ANn VORTEX COVER 3'Omin = LIGHT ASTIR/ANSI Al 12.19.8 7'0 — SWIMOUT SKIMMER $'0 4'0 3514 5'0 1 22'0 DOOR TO 1'0 POOL EQUIP I 2'6 2'I 6 1 21'0 j 5'6 -- , - 3,0 2'0 20 13,10 2'8 — 2'0 }— 810 318 9'8 2'0 5'0 6'0 6 6 8'6 8'8 4'0 2'8-2'0� 2'6 — 3' 2'0 2,0 20 e \'�2!6 2'0 4'0 \ 0 1 O'6 — 3'6 JOL Max W 16 Max L 30 SITE Tree/stump removal CITY 0 apth 3 to 6 to 0 Fence removed by NONE lea 389 sf Cap. 13,129 gall. Fence replaced by NONE 3rim. 80 It P&Spa per. ft Concrete removed 0 of MMOUT (total length) 6 ft Sawout, concrete, length 0 ft aep and LOVESEAT 0 ft Engineering/shoring 0 ft callow end LOVESEAT 0 ft A -Frame 0 1/2 out 0 All out rEP length, total 0 ft DIG TYPE SMALL MACH & SHUTTLE wised BOND BM FT 6" 0 DOOR ALARMS 0 AMT 12" 0 18" 0 24" 0 POOLALARMS 0 AMT THEIR ITEMS: NOTE: DECK COLOR TO BE CRISP KHAKI end LADDER 0 )RAIL 0 GRABRAIL 0 dine TILE,std/upgrd STD _ MOSAIC TM-3 BY: LAUD. TILE, type NONE Qty/ft 0 3r type ft LIGHT 300 Watts 12 Volta POOL LIGHTS 0 Qty INTERIOR finish SUNSTONE RIOR color SUNSTONE43LUE 91-TER water NONE E DOES NOT INCLUDE LP TANK OR HOOK UP II I type DE 60 size 60 of CLEANER NONE INLINE chlorinator YES 'motor HP 2.6 Type CLEANER stub out only NO AUTO sanitizer wmp/mtr HP 0 Type INFLOOR SYSTEM NO _ HEATER STA RITE 333E RETURNS 3 AMT FLOOR hds 0 Other hds 0 HEATER type PROPANE IERS 1 PLUMB. run ft 26 THERAPYjets 0 SPRAYjets 0 SIZE 333K Dual therm. 2: WATERFALL NONE AQUALINK NONE SIZE SEE DETAIL SPA remote NO STD electric YES EXTRA lights 1 TYPE ACRYLIC AREA 473 SPA size of 28 PERIM cant 13 BLOWER YES HEATER YES COLOR CRISP KHAKI DAM wall length ft 6 Width, 6 REM light sw NO EXTRA pump 0 TOP patio sf 0 PREP patio 0 BLOWER hp 1 LIGHT 12 76 QUA LINK NO SPA remote NO TOP type ACRYLIC 0 SPA JETS 4 RET lines 0 AUTO sanit NO Remote stand NO CANTILEVER 78 ACR band 0 SPA raised 0 AIR switch NO SERV upgrd NO FIBEROPTICS NO BAND width " 0 Color 0 GLASS BLK 0 SF 0 CITY OTHER: FOOTERS ft 0 D O DRAIN 40 BOOSTER PUMP 0 HP RISER type NONE 0 ft SPILLWAY spa model 0 CONCRETE PUMP YES 473 SF SPILLWAY spa COLOR SCREEN BY: ACTION SHORT load NO RET wall NO GRAB RAIL 0 QTY CHILD FENCE BY: TURNDOWN deck 24"-ft 0 OTHER: FENCE BY: 12%ft 0 "'_ 60 PLANTER FORMING 14 ft 385 DOUGLAS AVE ALTAMONTE SPRINGS FL 32714 Construction Tel (407) 661-2192 FAX NUMBER (407) 661-9091 Lot # FI ZII Subdivision PRI Plat Book 62 H Tel 407- W Tel 0 Fax 0 AT LAKE MONR 12-16 County SE KG L_ Vac -Alert'" Model VA-2000 SVRS Unit Reacts In Less Than A Second To Quickly Releaso Dangerous Pump 'Sllctlarl VJGJrurn, A Totally Mechanical, Non -Electric Safety `S'ystem, The; VA-2000 SVRS Is Eai,,y To Install, Adjust. Arid "Pest, Vac.Alert's Pail Safe Desigrl Ia Manufactured With Only Erigineered PlAstics And Type 316 Stalmle y, Steal For Long -Life And Pellable Servioe. The VA-2000 URS Provides A Critical Layer -Of Ptotection Agaiript Body Or Limb Drain Suction Entrapment. Tests Conducted By Independent, Third Party Laboratory Demonstrate That Vac -Alert's Model VA-2000 Meet. Or I_xceeds Tlie Performance Require;nents Set By (a±tPIVIO IGC For Suction Utt. iAtpplications. The VA-2000 SVRS Is Backed By A ;i-Y.,.,ar Limited Mantrfa torer's Warranty. SALES AND SERVICE Vac -Alert"` Tial: (661) '146.3334 Fax: (561) '146-93 30 P091 OffIC0 U30X 1'409, Jupiter, F'" a21466-1009 'ON xvj WU 6F"60 41M c6..£r-Ofld T— . 4" NOM. "FIBER MESH" CONCRETE DECK Wl SLIP L RESISTANT TOPPING ON COMPACTED GROUND W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL) WATERLJNE LIGHT i —STEPS 1 # 3 BAR CONT. W/ 5 " + 4 ' 0 " MIN. I 5":,. _. — WALL— W/8"x8"BOND 8" 6 " TILE 8' MAX. BEAM USE 2 # 3 BARS CONT. MIN i I MAXIMUM RISER =12 " 6 � MINIMUWTREAD = 10 " (240 SOON.): SUCTION INLETS SET INTO CENTER OF 18" MIN. TO / STEEL GRID AT. POOL DEEP POINT TOP OF LENS POOL LONUtTUDML SECTION DISTANCE LESS THAN i ON 1 + 1 D OSTWG STRUCTURE — - - - MARBLE` • 6- THICK WALL - `i ,you B 3 BARS AT 6' O.C. n"iBtir�. EACH WAY —fff- �_'-G:=:a.tip= ,am,-L•TEx WR►A REFER TO ATTACHED DRAWING PLASTER s •-FOR DATA REGARDING DUAL FINISH SUCTION INLET SYSTEM AND VACUUM RELIEF SYSTEM JUNCTION BOX 1 I� (BY OTHERS) rr 1 i OUTER EDGE OF �I DECK TO CONFORM I WITH LOCAL CODE II TO TRANSFORMER (BY OTHERS) U.L. APPROVED 120 VAC4300W POOL LIGHT W/ GFI OR 12Vf300W POOL LIGHT Wl LOW WATER CUT OFF IN U.L APPROVED GREY PLASTIC FORMING SHELL W/ NO.8 BOND PER N.E.0 STEEL TEX. FORM (OPTIONAL) E R RAPS 19" [) C FA 1A/AY INCH CONTRACTOR MUST PLACE ALL kSSTEEL ul IN THE root WALL AT No MORE THAN 6 ALL STRUCTURAL, FlLTRATICN. AND ELECTRICAL DETAILS CUTUNED INCHES ON CENTER IN BOTH DaCEcnoNs THIS CARICALAREA ALSO THE POOL SHELL WALL SHALL BE CONSTRUCTED AT S INCH INRCXNESS- THIS STEEL IN THESE DRAVNNGS ALSO RELATE TO SPA CONSTRUCTICN. MAT AND . SHELL WALL SHALL BE EXTENDED ALONG THE CRITXAL AREA AND TO A POW WHICH ' . - . - - --...— ..._ . _ IS GREATER THAN THE MwBNUM REQUIRED DISTANCE AS DETERMINED BY THE I ON T . * 1 METHOD. - - F TYPICAL WALL AND FLOOR WITHIN ANGLE OF REPOSE i L. # 8 AWG COPPER WIRE i TIMECLOCK PANEL 1. MAIN DRAIN LINE SERVICE 2 SKIMMER LINE i JCT. BOX SPST 3 WASTE LINEEi 4' MIN '¢ 4. RETURN LINE TOGGLE 5. PRESSURE CLEANING �- C SWITCH LINE ( OPTIONAL) 8 "MIN W.P. DISC. R 12 V. TRANS PUMP POOL DECK ` W(12 V. SYSTEM, 1 3# 12 12 V/300 W W/ LOW IN 3/4 " COND WATER CUT-OFF ALL ELECTRICAL OR-120 V.A.C. W/ GFI SHALL CONFORM PER N.E.C. WART. 680 N.E.C. 9 L DIAGRAM 5 4 F IER SYSTEM 2 1: - -- F MIN. 2" COVER OVER tiyW ALL BARS 6" TILE " lii— 5" 1 # 3 BAR CONT. WI s' VVALL- - _ W/ 8' x 8" BOND BEAM USE 2 # 3 DECK BARS CONT. BRICK OVERPOUR (1 ROW) ALTERNATE BEAM FINISH DETAIL- GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL PLAN. 2. POOL WALLS SHALL BE 5 " THICK AND FLOORS SHALL BE 6 " THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2001 AND ANSI NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSVNSPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS. 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, REINFORCING SHALL BE # 3 BARS AT 12 " O.C. EACH WAY W/ 15" LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE # 3 BARS AT 6" ON CENTER EACH WAY IN THE AREA OVER 6'. 6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH # 8 AWG COPPER WIRE #8 AWG COPPER WIRE TO BE RUN INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. 7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 8. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 9. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EAESEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 11. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT. PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE CENTER POOLS • & SPAS NOT VALID VWITHOUT 385 DOUGLAS AVE., SUITE 2000 B RAISED SEAL I ALTAMONTE SPRINGS,•FL 32714 CPC 056984 A. HAIR & LINT STRAINER B. RECIRCULATOR PUMP C. FILTER D. IN-UNE CHLORINATOR (OPTIONAL) I_ HEATER (OPTIONAL) VALVE . F. An Tl ENTRAPMENT SveT T i I RESIDENTIAL D SWIMMING POOL .MASTER SPECIFICATION I, �! I R N H. H P DSON, P.E DRAWING P E. NO. 1 3 FOR 117 st E tvE CITY OF SANFORD PARK, FLORIDA 32792' "HONE (407)657-4133 j IVpT"fO SCALE DWD BY� GHS* FUN 0a VACUUM LINE (OPTIONAL) SKIMMER W1 SAFETY VACUUM FITTING 1X11f ` MIN 8' POOL MAXtr MP ANTiVORT17( VE fix r � ire SWIMMING POOL SECTION VACUUM LINE ALTE NA :x (OPTIONAL) W/ SAFETY VACUUM FITTING \ SKIMMER . IN tr I MAX,r - ANTWORTEX COVER VE if VACUUM LINE (OPTIONAL) WI SAFETY VACUUM FITTING \ 1Y. " I rs SWIMMING POOL SECTION ALTERNATE 'B' SUCTION INLETS (MAIN DRAWS) FEATURE ■ OPTIONAL rm SKIMMER I MW C MAX Ir ANTNORTEX I COVER I SUCTION INLETS (AWN DRAWS) RESIDENTIAL SWIMMING POOL, SPA AND WADING. POOLS DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS IN ACCORDANCE WITH SECTION 424.2.6.6 OF FLORIDA BUILDING CODE e ANTNORTEX COVER_ SPA PUMP r /, A VE it r O' �. ` SUCTION INLETS i (MAIN DRAWS) SPA SECTION ALTERNATE NSA' SKIMMER ANTIVORTEX COVER I SPA PU l r vE It. � r0 i SUCTION INLET. (MAIN DRAW) SPA SECTION ALTERNATE 'B' AN ALTERNATIVE VACUUM RELIEF DEVICE; IN ADDITION TO THE SYSTEMS SHOWN, WOULD 'INCLUDE AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT.- SVRS SYSTEM VEff r J ATTACH PLACKARD WHICH STATES T s ~� SUCTION INLET THAT VENT IS A SWIMMING POpI (MAIN DRAW) SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. SWIMMING POOL SECTION -/ ALTERNATE SUCTION IN 3YST73YI MAY 9LIERNATE 'G' INCLUDE 1 ON THE BOTTOM AND ONE ON THE ' VERTICAL WALL -OR ONE EACH ON TWO (2) SEPARATE VERTICAL WALLS VENT COVE MAY BE GUTTER DRAIN SUCH AS HAYWARD MODEL SP-1019 VENT TO ATMOSPHERE SO VENT WILL NOT BE BLOCKED BY DEBRIS, INSECT INFESTATION,OR 90° ELBOWS CONTAMINATION - (COVER MUST COMPLY WITH VENT PIPE ANSIlASME A1l219.E M) MIMMUM EE SAL77?RNATE ' T (1) . VERTICAL TOLERANCE IS + 2' (I) WATER LEVEL MARK TO PUMP VENTED COVER SUCH AS SKIMMER COVER W1 COLLAR VENT AND EXTENSION SET CAP FLUSH W DECK "'x�"' DECK- TO PUMP6" id PVC SLEEVE �-- = EXTENDED FROM COVER COLLAR VENT IN DECK CAP �. 6"MIN THREADED EXTENSION. / COUPLE /c i�/i�/jc�ii�i i✓i DECK TO PUMP OFF DECK. —SECTION VIEW--= INSTALLATION OPTIONS r T Ir MIN. r$ Y r$ 114' $ SUCTION SUCTION i / T �Tr—r INLET INLET FlNISHEDGRACE AUG i Z1003 r 0 SUGGESTED MAXIMUM DISTANCE 1,h� $ ALL VENT DETAIL TO VENT TEE PIPING a 1I4' $ CONNECTION . 1' — 1 ATMOSPHERIC VENT PIPE LENGTH DRAIMNG TO SUPPLEMENT Z- $ MINIMUM 1V MAXIMUM . 3W CONTRACTOR'S SPECIFICATION j-- DRAWMNG ON FILE ALL SUCTION TO PUMP PIPING - r $ _. R N H. HE DS( THE MAXIMUM VACUUM WITH ONE E' NO 1 MAXIMUM SUCTION PIPE VELOCITY SUMP PLUGGED AND TO RELEASE I 717 GOLFS) D SIX (6) FPS OR 59 GPM A BODY ENTRAPMENT ON THE OTHER PARK. FL 32782 DUAL SUCTION INLET SYSTEM SUMP WILL NOT EXCEEDED4.5 INCHES OF MERCURY IN 3 SECONDS E. (�� 8SI�133 ATMOSPHERIC VENT SYSTEM i [ � ! FAX (407).db7-4133 -DECK- 4 8 '/"" > z z LU a WATER LEVEL I— 3' MIN. TYPICAL POOL AND SPA INSTALLATION FTO CTION FLOW FOR RESIDENTIAL POOL = 8 FPS CTION FLOW FOR RESIDENTIAL SPA = 6 FPS NTRACTOR MAY CHANGE SUCTION PIPE SIZE MEET THESE REQUIREMENTS MAXHFTO MAIN FRICTION LOSS FROM PIPE ELBOWS PIPE 45' 90` SIZE ELBOW ELBOW 1 w 2' 4 2' 2%' 6' 2 %' 3' 8' 3' 4' 8' 4' 5' 12' 5' 6' 14' PIPE LENGTH TO VE II = "L" - ELBOW FRICTION LOSS EXAMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN TO VEIL IF USE 2' 0 PIPE Wl 2-90' ELBOWS AT 6 FPS IS 54' -12' = 42' i VACUUM SUCTION ELIMINATOR — VE II AVE II IS REQUIRED FOR EACH PUMP PLUMBED TO AMAIN DRAIN C E N T E X POOLS . & SPAS 385 DOUGLAS AVE., SUITE 2000 ALTAMONTE SPRINGS,"FL 32714 CPC— 056984 MASTER P.E. DRAWING NOT TO SCALIPIANS' :,a ; t F DWD BY— GHS' C 411-1 OF �ST:77777 CITY OF SANFORD PERMIT APPLICATION Permit #: 6 44^ / 41 7 Z Job Address: 130 Date: V ! & —0� Description of work: New Single Family Residence Historic District: Zoning: Value of Work: $ Lot #:_ Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 3 66 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: CenteYHomes 3'85 Douglas Avenue, Suite 2000 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.Persow John Findlay Phone: 407-851-1220 Bonding Company:_ Address: ` Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other 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 ; FS 713 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Agent Date Charles W. Cannon Print Contractor/Agent's Name Qz—� , ignature of Notary -State of.Florida Date Contractor/Agent i _ Personal Produced I �4�vpU PATRICIAA. KAIDLAC ) W6IIMMtsstav # DDot32otr OF o� EXP►RES: March 2N, 2W4 & a FL htatnry 9rM� � Pantifin�, Ind Special Conditions: CITY OF SANFORD PERMIT APPLICATION J Permit # :_ Job Address: l 3O 6'c/51 Description of Work: Historic District: Date: - D 1/ /Max'rd e /'r e seirve Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing y 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 !� Plumbing Repair — Residential or Commercial at _ 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: i 1 Phone: /r^ Contractor Name & Address: ( Ltr Gy isf I-�oSs 5¢ L4,t!1pgk�& !-4 3.,2 712 7 State License Number: i�5' '76,c CF Phone &Fax: 6/ ' 3S BO /op _57PLContact Person: LGt� Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/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: Signature of Notary -State of Florida Date Contractor/Agent is _ Produced ID _ Utilities: (Initial & Date) Personally Known to Me or FD: (Initial & Date) (Initial & Date) POWER OF ATTORNEY Date: tr 2 7 0 Lo iluj—Kl1 !6 t3, do hereby authorize GCiuOAk4 C 7� t r �laK to pull the U � [ N permit for 00 ,Q -rs � ( FO re-5 T` type of permit address Signature r1� aw Notary Personally known to or drivers license # State of Florida, County of 0 raAa t on 1 Pr%' I , 200f T. S. SLONES MY COMMISSION # DD 152189 EXPIRES: November 30, 2M ',For v4d ° Bonded Thru Notary Public Underwriters 27"� day of STATEMENT NUMBER 5927 COUNTY OF SEM%NOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD DATE;:C /Z7, 41 Lq~\ Ill. :1Q. APPLICANT NAME:.:: UNIT ADDRESS LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK ~ DESCRIPTION: Single Family Houseo Detached , - Construction ' -------------------------------------------------------------------------------` FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DOE TYPE DIST SCHEDULE DESC. UNIT OF UNITS --------------------------------------------------------------------------^----^^ ROADS � -ARTERIALG CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS | -COLLECTORS ^ NORTH O dwl unit $ 142.00 1 $ 142.00 / , .LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 ` SCHOOLS CO -WIDE O dwl unit $1,384°00 1 $ 1,384.00 STATEMENT ' RECEIVED BY:assi _ -' (PLEASE PRINT NAME) � \` AMOUNT DUE $ 2,285.01) / - - SIGNATUR --------------- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHIM. ] H ARE DUE. AND PAYABLE PRIOR TO ISSUANCE OF A BUI DING PERMIT. � PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIQNS OF THE ROAD, LIBRARY SYSTEM AND/OR . U EDUCATIONAL (SCHOOL) IMPACT FEES MUST BN E EXERCISED BY FILIG /�WRITTEN REQUEST WITHIN 4 CALENDAR BAYS OF THE RECElVING '�� SIGNATURE DATE ABOVE, BUT NOTxeATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE RE0JEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE ~~\ ^ COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS ' MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. ` V\ PAY�ENT SHOULD BE MADE TO:" CITY OF SANFORD BUILDING DEPARTMENT , 300 NORTH PARK AVENUE SANFORD. FL 32771 � PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP L[FT OF THE NOTICE ***THIS STATEMENT IS VALID ONLY IN CONJUWCTION WITH ISSUANCE OF A��* *******************SIN8LE FAMILY BUILDING PERMIT******************** - C: QU CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: -I-SO g1 15 UI f6rest 'Tra i l Description of Work:: CONSTRUCT CONCRETE BLOCK SING FAMILY D Historic District: Nt'o Zoning: Value of Work: Date: LLING isa, I w 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # ofWaterClosets Plumbing Repair — Residential or Commercial Occupancy Type: Residential CommercialIndustrial Total Square Footage: L4 o9 Construction Type: # of Stories: `l' # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— 0 d f 8 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: PAT S ABOVE) Per: CG C049689 Phone&Fax: 407-661-2176/661-4491 I I C rta�tPet�tJ KI�(�A�IPl�S Ph,,,: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: HURRICANE ENGINEER-I.NG ,jtwne: 407-774-9003 Address: - 1 max: 407-774-8477 Km 4 Application is hereby made to obtain a permit to do thg wprk and installations as indicated. I certify that no wo>� r installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be.secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS; HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flori t La , FS 713. JAN 2 9 2004 Signature of Owner/Agent Date Signature o n or/Agent Date PAT KNIGHT Print Owner/Agent's Name *Sinature ttr tor/Age -s Na N 2 9 2004 Signature of Notary -State of Florida Date of Notary -State o ri a "Date Owner/Agent is Personally Known to Me or Produced ID Contractor/Agent is XX X Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bld .- -3— 1q-tY Zoning: (Initial & Date) (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) m� ` 11`-?-0'�. KIP,iBERLY A, BROWN *' �:R toy COMMISSION # DD 098590 'a EXPIRES: March 29, 2004 BondedThruNotavPublic Underwriters _tFPS-T) I • C 7 C ❑■ I 3 City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement- b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls_ "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat_ d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show aft components of wall sections. e. Framing plan for floor joists where conventionally framed_ Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails- h. Square footage table showing footages: AQJ 1. Garages/Carports sq. ft. 2. Porches/Entries f sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Stricture /,j sq. ft. 5. Total Gross Area sq. ft. 3. Three (3) sets of completed Florida Energy Code Forms- 4- Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a_ Utility letter or approval when public -water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact die Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. C. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date JAN 2 9 2004 Owner/Agent Signature Seminole County Property Appraiser Get Information by Parcel Number Page I of I • _ ttC,4i.tbT;ii tfEtS+7N, I.Nltflts TLXRol V 2t � P _S�mlnott Courtly �rcr� Clot 9.tgrstSt. . Sf6rdl Pl. Aar 1 407-oQF_7,4x6 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- Tax DiS3-SANFORD WATERFRONT Parcel Id: 0180 strict: REDVDST Number of Buildings: 0 Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 130 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $285 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 18 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13,680.00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. — If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=221930502000001L, 2/4/2004 CENiEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE LOT PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this by Patrick J. Knight, Division President - o t s - Orlando). He is personally known to me and did not take an oath. OTARY PUBLIC "'.1y ", '•. KIMBERLYA. BROWN fv1Y COMMISSION H, Il DDr,098590 _XPIRES, B M rch 29, Bonded Trru No 2004 ry' Nubiic Undenvritars 3'-0'• 2r-6, p•_4• 3'-m' 0'-1 B/I6• 10'-0 I/I6• -4• 255H (+22/ -24% 5H S 622J -24) btOx6 8 SbD. N 25 SH av� ' R•s 25 SH 25 SH - -- 0 -2q) k'-W' FP. 4.$. (+22/ -24) !9 O VP (+22/ -2V $ ® (+21/ -23) A' I I EGRE55 A (2)2"4 I • - .�' a a AV N I 'Ir• 6 a p' (2 T loo rloac u $ a of O BARM ➢5 S I ( ro • - N. 25'-5 V4•92. I M_ ASTER BDRM a + ius e4o• cis 5 1O FAMILY ROOM 99 9/4' LOW ra• x sa 1 - - w le• BARTOP o W - I KITCHEN hccc�s — J., I �g i6 .... m » ` 5._A. 2._b. r=sly-/// 3•_0' 5 =, x �.. s xe' C4[- ro cLe. TO 2 as. N g ellw.e¢ 5•-0' / �. roLvoR. o 96• RNA WL I rd e' O+`+' Y ,, 88 i • °� : ® ?I nee 9 I rmee = S i i I o+ O a�xs = - ' I O IL a �rnc Sm 5TAac Tort I LPccFSs J r _ mm a„➢o . eab s a � WYl nI' WI mry'D t - IR.5 .- .-. ~BR&wu aa)0o �• 6- _ — IO'-b V2• 2._P w e• CAP m �,_2g, win -0' �._.3. �V '! a-o•. cwIcis 3,-6• 9 '8 -E N -.+.. ' - 5'-I 3/8• g Im'-9 VY '-4 l/8• "'!2. 5. ._m. t : °I 5ORM 04 4 Rte a rLe °RN" "' OATH 4 g p ry n 10 � WALL m-3 _w VVILL V � AMING ROdN I Z n P . SHOWER i r N � a: ; ra vr•ra w• i/4' Ib"'� I _ (3V a Pt0 Y. 0 9 Ul !V LJ_ BRb PIXT — /y i OH ti y # GAME ROOM ° 0 9 w y e'o cLv v 6 p 9:O FOYER o eo •tamer sro,w'e c snos n ^ e•v us LI n n 0 4 OATH ➢3 0 eoTr.wR _ aloC . LL Q 1 Rt9 e'a cLb 2y,&ro. G Y 'fdA' Bldi fgg• _ b �-9 Vd" LW l+av 23) c w 22'-10• • Io cw v^ ODRM ➢3 j.'25 5" O LD 2 -24) ,+,G �jtV S e•.o•cLe 3'-0' 3'-6' - 2-25 5H - - ---. IU�4 r1 (+21/ -25) - PLALTFORM L22 255H wA 2._6. 9'-T SA6" �'-2 VIb' r�x�. , 2'-0' I/ -28J LL, AIR LER TO NAVE A MK ie 7ex4'0 ^AC sT 1'-1 15/I6' T-2 VI6' a 4• ON ALL SIDES m k._4L — J T-0 3/4' L11 AND OSURE SPACE SHALL 5'_0. 14'_4- uj J MIN. • ODER THAN APPLIANCE. _ LEGEND AIR WANDLER TO HAVE A MIN. � W ➢ 2'oxero 4• CLEARANCE ON ALL SIDEB ♦r11� s Q Las+ ® TIE MAPI • e•-o' �f. u: AND ENCLOSURE BPACE SNAIL V a €€ n MK 12- UADER THAN APPLIANCE. - [ a AREA CALCULATIONS A8B F�JJ 15T FLIT LIVING: 1542 SF �I S nRLonDs. 9 GARAGE 2ND FLR LIVING: Igl3 5F i s 6-0as. TOTAL : 3515 5F ' U1.I C. GARAGE: 447 5F TO E DOUBLE E 2 WOOD IV HEADERS �\ COVERED ENTRY: - 12 5F I _ ToeEDweLErxm'unla• -- - - - - - - - - - - - - - � � e FLITCH.. MILESS NOTED OrHENUAGE I \ / i TOTAL 3g74 sF �- - i iie•s ��Ioak. cn� r� 2ND FLOOR PLAN I W� 9 :a • I/a-=r o- r-41 ' V-0. 8 2'-4 n IST FLOOR PLAN W 25 5H W-0V2' 25 5H / / (+22/-24) I, �� Ib• X O.HD. (+19/ -23) �®V4'=1'-0• O Hit I B'-4 3/Ib' 8'-0 VI6•, V-3 3/4' _ Jill, g 40'-m• 40' NOTE.. S: STAIR DETAIL IN 11GTURAL SHOTS d - NOTE W-X9lA/SAN FOR AWITIOHALLIVING ROOM N STAIR INFORMATION cONSTRI n INFORMATIont �� ALL WALLS TO sE 3 I/i• . e.-0.� E GINEERIN43 OTiHRWISE NOTED. 255" 2s5Ff a.N""m• . - r 022/ -2v (+22/ -2q) ro AREA CALL ILATION5 C 4 D 15T FLR LIVING: 1542 SF 2ND FLR LIVING: 1913 5F TOTAL : 5515 5F GARAGE: 447 5F COVERED ENTRY: 141 5F TOTAL. 410q 5F ar-il by. mn. design 3'-� 3'-IV I .ilecfmtl by: *. FRONT POROH I �" O1 9 e•-0• cls. aa,1 ce�x i H GOIIA•➢1 I.BOVE fTrv) i � ap AFC CI -Or -ET DETAIL -- J 1G SECTION PARTIAL FLOOR PLAN 'D' S'-m• 5'- 1- 5'-s• - ; I r- 5514 STAIR RUN. DETAIL SCALE KTs. ® v4•=r-0- . 19'-4• �' 'This Instrument Prepared By: 11111 t1 III 1111111 It 'at 1111111III Ili Ill 1111111 it all ii all to Ill dill NAME: Debra A. Riggs -Centex Homes MARYANNE MORSE, CLERK OF CIRCUIT COURT '• 385 Douglas Avenue, Suite 2060 SEMINOLE COUNTY Altamonte Springs, FL 32714 BK 05187 PG 1317 Permit No. CLERK'S # 2004017459 RECORDED 02/04/2004 04:07:54 M RECORDING FEES 6.00 NOTICE OF COMMENCEMENT RECORDED BY G Harford SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE 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 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Co tractor: CENTEX HOMES' 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specific ) l Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOjW�"L�EDGED BEFORE ME THIS BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WV4 2728 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. O ` F E 0 4 2004 NOTARY PUBLIC CERTIFIED COPY MA.RYANN'E Mr � E ............................................, ,IACKIE CANES GIERK OF (`(R(';ii''' 1110 a,, Comma DD0262 i M1 01 E (COWUN 3�o~�Ypl�3 Expires 1121i1008 e F ^ned thru (BOOrl32$254: J 4,�1 ... Inc d............ �, is 00 'LOT PLAN DESCRIPTION: (AS FURNISHED) LOT 18, PRESERVE AT LAKE MONROE `'AS RECORDED, IN PLAT BOOK,, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY)'-; _ SOIIARF FOOTAGF (UP TO CURB) LOT 18 CONTAINS 6000 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2000:SQUARE FEET t TOTAL CONCRETE 534 (WI'THIN'LOT ONLY) SQ. FT, t TOTAL SOD 3466 SO. FT. PERCENT OF CONCRETE & STRUCTURE TO LOT 42% t 1"=30' GRAPHIC SCALE 0 15 30 LOT 18 UP TO CURB CONTAINS 6550 SQUARE FEET t THIS STRUCTURE CONTAINS 2000 SQUARE FEET t CONCRETE 867 SO. FT, t INCLUDING (SIDEWALK/APRON) . TOTAL SOD 3683 SQ. FT. t TRACT A STORMWATER MANAGEMENT AREA 50.00' S54♦23'11 "E I LOT '18 DRAINAGE TYPE 8 I I v ,-M — — — — — — — 1 �- w I w w Iw I 5.0' 5.0 40.0' t w tz J J 40.00'. - LOT 19 ' (0 Ll a 3514oseo ;., a 1 1 � O o LOT 17 0 h7 a FINISHED FLOOR i ELEVATION=12.60Lr) p a o 0 00 0 N P7 0 N .00 - Z COVERED 5.0 ", ENTRANCE : " `� 1.4.3 (n 15.0 0 I /C o I B 20.7' •!,. I ,�8 5.0' I i '1'•i -----------1 �!2 I 01' UTILITY EASEMENT I --- 50.00 ROP m INLET I o� ao vy n 25.00' _ — _ 435.00'_ _ I _ 175.33' _ PI S54'23'11"E CENTERLINE 610.33' , - RIGHT-OF-WAY +Z` T BUILDING SETBACKS BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY FRONT: 25 REAR: 20'� LEGEND SIDE: 5 ��r� fED. WIDTH CORNER: 15' �•^A" '�a"�"�^g — — — BUILDING SETBACK LINE POB POINTLW ONOT BOUNDARY - 1p = CENTERLINE PCC POINT OF COMPOUND CURVATURE - -tl 'bC8�0( PREPARED FOR: RIGHT OF WAY LINE POC POINT ON CURVE CENTEX HOMES 1cxx.)(, PROPOSED ELEVATION OR OFFICIAL RECORD PLANNED DEVELOPMENT o - PROPOSED DRAINAGE FLOW DENOTES DELTA 1. ELEVATIONS SHOWN ARE PER LOT GRADING O CONCRETE l C.B. DENOTES ARC LENGTH DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. ", 'lB LAND SURVEYING BUSINESS `� PC DENOTES POINT OF CURVATURE LS. LAND SURVEYOR PI DENOTES POINT OF -INTERSECTION THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM PCP PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (P) PERMANENT CONTROL POINT PER PLAT TYP TYPICAL A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) MEASURED CBW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION. FNO FOUND RP RADIUS POINT A ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/W S/W CONCRETE WALK SIDEWALK CS CONCRETE SLAB FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES CP CONCRETE PAD C CHORD LENGTH ONLY. THIS IS NOT A SURVEY PB R PLAT BOOK - RADIUSNG S0. F7. SQUARE FEET NATURAL GRADE -- THIS IS A PLOT PLAN ONLY Pcs PACES R/W RIGHT-OFWAY I HAVE EXAMINED THE F,I.R.M. COMMUNITY PANEL 1. THE SURVEYOR HAS NOT ABSTRACTED THE NO 120294 0035 E DATED 4/17/95 AND FOUND LAND SHOWN HEREON FOR EASEMENTS, RIGHT 3z♦� OF WAY, RESTRICTIONS OF RECORD WHICH THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, " MAY AFFECT THE TITLE OR USE OF THE LAND AREA OUTSIDE 100 YEAR FLOOD PLAIN. w 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. T 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON RAISED SEAL OF A FLORIDA LICENSED SURVEYOR THE SOUTHEASTERLY LINE OF LOT 18 AND MAPPER. BEING S35'36 49 W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB N0: AASM39632. PLOT PLAN 2-4-04 SOO DRAWN BY: LOT FIT 12-17-02 CKB 32801 (407,) 426-7979 I♦ ♦ FOR THE t FIRM AM R. MUSCATELLO JR. PSM#4928 DATE G:lASM3"SM39632.dwq• Z512W4 1:31:31 PM } FOM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 35Vf LMR Di Builder: CENTEX Address: ISO BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number:, Owner CENTEX HOMES - Jurisdiction Number- 691500 Climate Zone_ Central I. New consi action or existing New — 12. Cooling systems 2- Single fann7y or multi -family Single family a- Central Unit 3. Number of units, if multi -family — I 4- Number of Bedrooms 6 T b. Central Unit S. Is this a worst case? ya 6. Conditioned floor area (fe) 3515 lt' c- N/A 7. Glass area dt type a. Clear - Single pane 418.0 ff 13. Hcatuog systems b. Clear- double pane — 0.0 ft' — a. Blccttie Heat Pump c. Tint/otbcr SHGC - single pane 0.0 ft' d. '15ntlother SHGC - double pane _ 0.0 ft' b. PAc tric Heat Pump 8. Floor types a Slab -On -Grade Edge Insulation R=0.0,162.0(p) ft c_ N/A b- Raised Woo(k Adjacent R=l 1.0, 450.oft' c. N/A . 14. Hot water systems 9- Wall types —_ a_ Eloctric Resistance a. Concrete, Int Insul, Exterior R=4.1, 1038.E ft' b- Frame, Wood, Exterior R=l 1.0,1405.0 ft' b. N/A e-'Frame, Wood, Adjacent _ R=11.0, 208.0 ft' d. NIA _ — c_ Conservation credits e. N/A (IiR-Ileac recovery, Solar 10_ Ceiling types — AHP-Dedicated beat pump) a- Under Attic R=30.0, 1998.0 fe _ 15_ HVAC crcdits b. NIA _ (CF-Ceiling fan, CY-Cross ventilation, c. NIA RF-Whole bouSC fan, II - Ducts _ PT -Programmable Thermostat; a Sup: Unc. Ret Unc. AH: Garage Sup. R=6_0, 1-0 ft _ MZ-GMultizone coolmo, b. Sup: Unc- Ret: Cott_ AH: lntetior Sup, R=6.0,1.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points_ 47484 A S Total base points: 505" 1 IL hereby certify that the plats and specifications covered by this calculation are in compl'ra he Florida Energy Code. PREPARED'BY: DATE. y/,mid hereby certifji 'that this building, as designed, is in compliance With the Florida Energy Code_ 40W6VER/A ENT_ ®ATE- Cap: 30.0 kBtu/br SEl- 12.10 _ Cap: 36.0 kBtu/hr SEER 12.05 -. Cap: 30.0 k13tu/hr _ HSPR 155 _ Cap: 36.0 klitu/br HSPF_ 7.65 Cap: 50.0 gallons _ ER 0.86 Review of the plans and specifications covered by this �040 calculation indicates compliance _ with the Florida Energy Code.' - Before construction is completed R d this building will be inspected for compliance with Section 553-908 Florida Statutes- �cav BUIMING OFFICLAL: PLANS R��� DATE' LITY OF Ener9yGau9e0V=iott_ FtRCS8 v32) 04/30/2003 15:00 DEL AIR 4 4076614089 NO.425 P003 'FORM 600A 2001 SUMMER CALCULATIONS Residentiai Whole Building Performance Method A - Details ADDRESS: , PERMIT #: AS -BUILT' FBASE PES.ditioned X BSPM = Points Overhang Area X SPM X SOF = Points Floor Area Type/SC Omt Len Hgt A8 3515.0 25.78 16311.0 Single, Clear NE 1.0 16-0 32-0 43.65 1.00 1393.3 Single, Gear NE 3.0 20.0 7.0 43-65 0.98 299-6 Single, Clear NW 1.0 17.0 32-0 37.74 1.00 1205.0 Single_ Clear SW 1-0 18.8 40.0 $2.82 1-00 2110-6 Single, Clear SW 1.0 17-0 32-0 52.82 1.00 1588.1 Single, Clear SW 1.0 11.0 16.0 52.82 1-00 844.0 Single, Clear SE 1-0 17.0 32.0 56-64 1-00 1812-0 Single, Clear SE 1.0 17-0 32-0 56.64 1.00 1812.0 Single, Clear NE 1.0 6 0 32.0 43.65 0-97 13562 Single. Clear NW 1-0 6.0 16.0 37-74 0.97 586-5 Single, Clear SE 1.0 6-0 16-0 56.64 0.96 873.2 Single, Clear SE 1.0 610 16.0 56-64 0-96 8732 Single, Clear SW 1.0 '6.0 16-0 52-82 0.96 813.6 Single, Clear SW 1.0 6-0 32.0 52.82 0.96 1627.2 Single, Gear NW 1-0 5.0 19.0 37.74 0-95 5842 Single, Clear NE 1.0 6.0 32-0 43.65 0.97 1356.2 Single, Gear NE 1.0 7.0 16.0 43.65 0-99 6882 As -Quilt Total: 418.0 20022.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM Points Adjacent 208.0 0.70 145-6 Concrete, int Insul, Exterior 4.1 1038.6 1-18 1225.5 6derior 2443.6 1.90 4642.8 1 Frame, Wood, Exterior 11.0 1405.0 1.90 2669,5 Frame, Wood, Adjacent 11.0 208.0 0-70 145.6 Base Total: 2"1.6 4-188.4 AS -Built Total' 2651-6 4040.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Woad 18.0 7.20 129.E Exterior 38-0 4.80 1824 E)derior Wood 20-0 720 144.0 Base Total: 38.0 182.4 As -Built Total. 38.0 273.6 CEILING TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 1998.0 2.13 4255-7 Under Attic 30-0 1995-0 2.13 A 'I -00 4255.7 Base Total: 1993.0 4255.7 As -Built Total• 1998.0 4255-7 EneWGauge® DCA Form 600A 2001 F_ner9yGaugeWHaRES'2001 FLRCSa v32 04/30/2003 15:00 DEL AIR 4076614089 N0.425 P004 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS' I I., PERMIT #: EfteMyGauge- DCA Form SMA-2001 EneqjyGauqe&iRaRF-S-A01 FLRCSB v32 04i30/2003 15:00 DEL AIR 4 40?GG140t39 N0.425 9005 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT r. BASE AS -BUILT PES ditioned X BWPM = Points Overhang Len Hgt Area X wPM X W OF = Poin rffCon or Area Type/SC Ornt 3515.0 5.86 3107.6 Single, Clear NE 1.0 16.0 32.0 12.00 1-00 383.9 Single, Clear NE 3.0 20.0 7.0 12.00 1.00 84.0 Single, Clear NW 1.0 17.0 32.0 12.23 1.00 391.0 Single, Clear SW 1.0 18.8 40-0 922 1.00 369.1 Single, Clear SW 1.0 17.0 32.0 9.22 1.00 296.3 Single, Clear SW 1.0 17.0 16.0 9.22 1.00 147.7 Single, Clear SE 1.0 17.0 32.0 8.34 1.00 268.2 Single, Clear SE 1.0 17.0 32.0 8.34 1-00 268-2 Single, pear NE 1.0 6.0 32.0 12.00 1.00 384.1' Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3 Single, Clear SE 1.0 6.0 16.0 8-34 1.02 136.4 Single. Clear SE 1.0 6.0 16-0 8.34 1.02 136.4 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SW 1.0 6.0 32.0 922 1.01 298.2 Single, Clear NW 1.0 5.0 19.0 12.23. 1.00 231.8 Single, Clear NE 1.0 6.0 32.0 12.00 1.00 384.1 Single, pear NE 1.0 7.0 16.0 12.00 1.00 192.0 As -Built Total: 418.0 4314.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 208.0 1.80 374.4 Concrete, lnt Insul, Exterior 4.1 1038.6 3.31 3432.6 Exterior 2443.6 2.00 48872 Frame, Wood, Exterior 11.0. 1405.0 2.00 2810.0 Frame, Wood, Adjacent 11.0 208-0 1.80 314A Base Total: 201.6 5261.6 As-Built7atal: 2651.6 6617.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adacent 0.0 0.00 0.0 E-deior Wood 18.0 7,60 136.8 Exterior 38.0 5.10 193A Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 193.8 As-Wh Total: 38.0 288.8 CEILING TYPES Area X BWPM - Points Type R-Value Area X WPM X WCM = Points Under Attic 1998.0 0.84 1278.7 UnderAttio 30.0 1998.0 0.64 X 1-00 1278.7 Base Total:1998-0 1278-7 As -Built Total. 1898 0 1278 7 R EnergyGauge® DCA Form 600A-2001 Ener9yGeuge®1FIaRES 2001 FLRCSB V32 04/30/2003 15:00 DEL AIR 4 407GG14089 N0.425 D006 F,,ORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: EnengyGauge7" DCA Form 60OA-2001 EneWGaugeOffi ZE 001 FLRCSB J32 04/30/2003 15:00 DEL AIR 4 4076614089 FORM 600A-2001 110..425 P007 4 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , WATER HEATING Number of X Multiplier = Total Bedrooms 6 2564.00 15384.0 PERMIT #: AS -BUILT Tank EF. Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 50.0 0.86 6 1.00 2523.63 1.00 15741.8 As -Built Total: 15741.8 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 29496 5684 15384 50564 24914 6828 15742 47484 EnergyCauge"m DCA Form 60GA-2001 EnergyGauge01RaRES2M FLRCSB d3.2 04/30/2003 15:00 DEL AIR 4 4076614089 N0.425 D008 i CORM 60OA-2001 Code Compliance Checklist 1 Residential Whole Building Performance Method A - Details I r ADDRESS;) , , PERMIT _ _--•----•_--.......—,�....�.�a..-�ean� iwsll�C rL.IC/'tKl 1_CT Water Heaters 612.1 Swimming Pools & Spas 612-1 Shower heads 612.1 Air Distribution Systems 610.1 HVAC Controls 607.1 Insulation 604.1.602-1 Comply with efficiency requirements in Table 6-12_ Switch or dearly marked circuit breaker (electric) or cutoff (qas�must be provided External or built-in heat traq required, Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Water flow must be restricted to no more than 25 Mons minute at 80 PSIG- All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610- Ceilings-Min. R-19, Common walls -Frame R-11 or CBS R 3 both sides. Common ceTng & floors R-11- EnergyGauge- DCA Form 600A-2001 EneWGaugeOMaRES'2001 FLRCSB V3:2 ENERGY _..:J GY PERFORMANCE LEVEL (EPL1 DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The Ugher the score,_the more efficient the home. I. New construction or casting New _ 12 Cooling system 2. Single family or multi -family Single family _ a- Central Unit Cap:30.0 kBbvk 3_ Number of wets, if multi-famay 1 _ 4_ Number of Bedroom 6 — b. Cwtral Unit SEER: 12 10 _ Cap. EER: 2.10 : 36.0 5. 1s this a worst case? Yes es _ 6. Conditioned floor area (W) 3515 c. NIA 12.05 — 7. Glass area $type — a. Clem - single patrc 419-0 W _ 13- Hcating systems — b- Clear - double pane c- Tint/other SHGC - single 0.0 R2 _ a. Electric Heat Pump R Cap: 30.0 kBtu/hr p pant d Tint/other S11GC - double p� 0.0 0-0 It2 b_ Electric Heat Pimp HSPF:7.55 _ Cap: 36-0 lcBtu/itr 8. Floor types _ a. Slab4ln-Grade Edge Insulation R�_0,162.0(p) ft _ C. N/A FLSPF= 7.65 - b_ Raised Wood, Adjacent R=11.0, 450.0ft c- N/A — 14. Hot water systclm 9. Wall types a_ CAMc rete, lit lnsul, Exterior _ a- Electric Resistance R-4.1,1038.6 W Cap: 50-0 gallons — b. Frame, Wood, Exterior _ R=11.0, 1405.0 W b_ N/A EF 0 86 _ c_ Frame, Wood, Adjacent _ R=11.0, 208.0 W — d NIA c_ Conservarion crcdis e. NIA (HR-1-leat recovery. Solar 10. Ce3y"18types _ DHP-Dedicated hcat pump) rL Undcr Attic - R=30.0,1998-0 ft, _ i5_ HVAC credits b. N/A _ (CF-Ceiling fan, CV-Qoss ventilation, ^ c. NIA HF-Wholebouscfain, 11. Ducts _ PT-Progranumble nerrnosta4 a- Sup: Uw- Rct Unc. AFL- Garage Sup. R-6.0,1.0 ft _ RB-Attic radiant barrier, b. Sap- Unc. Ret: Cunt- AFL- Interior Sup. R-6.0,1.0 R w-C-Multizone cooling, W-H-Multizouc 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 fea Builder Sigoahtre: Date: 2 Address of New Rome. � BRISTOL FOREST TR. City/PLzip: LAKE HONROE/32747 *NOM. 1'he home's estimated energy performance score is only available through the Fbd/RES computer program. This is not a Building Energy Rating. Tfyour score it 80 or greater (or 86 for a US EPA/DOE Faie?WStar'designation), your home may qualrfy for energy efficiency mortgage (EFA9 incentives if you obtain a Florida Energy Gauge Rating Contact the EurerV GougeHofline of 3211638-1492 or see the Energy Gauge web site at www fsmucf-edu for information and a list ofemufled Raters: For information about Florida's Energy EJfmuncy Cade For R,Oding Co, sh c&,,;, contact the De wftent of Communfty Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCSB v32) Des ' h 16f "...rmation :a nMN_ •... Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat bss 46173 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 46173 Bklh Infiltration Method SQnpfified FC��orl quality Averag0 Hea3515 CooAn Area ft z jg Volume (ft) 28120 28120 Ak 0 Arx(dmj VF � 18 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency n/a output 0 Bk h Heating temp rise 0 'F Actualfieatihg fan 0 cfm Heating air flow factor 0.000 dm/Btuh Space Unermostat n/a Summer Design Conditions Outside db 93 °F Inside db 75 °F DesignTD 18 °F range M Re�la&e humidly 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35939 Btuh Vertiation 1980 Bk h Design t rnMature swing 3.0 *F Ddata n 9• Rate/sMng multiplier 0.98 Total sens. equip. bad 37161 l3k h Latent Cooling Equipment Load Sizing Intemal gains 2300 Btuh Ventilation 2949 Bb h Infil6ation 5528 Btuh Total latent equip. bad 10777 Bb ih Totalrriertbad 47938 Btuh Req. total -capacity at 0.70% SHR 4.4 ton Cooling Equipment Summary Mahe n/a Trade n/a n1a n/a Efficiency n/a Latent cooling 0 :• Total OD. 5.. Actual c•• • 0 cfm Cooling air flow factor 0.000 ...sensibleratio R ntlout cutliied by ACCA to, meet all mg wenerds of Manual J 7th Ed Wrl f tSOfC Right -Suite Residential- 5.5.06 RSR26014 2002_ 9 g aPr-oa 10_16:47 AGM EAFiles\r\Fox & Jacobs 20021351413514.rsr page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x -28120 ft3 x 0.0167 = 328 cfm Isolated zones = 0 cfm Total = 328 cfm 2 Winter infiltration bad 1.1 x 328 cfm x 32 °F Winler TD = 11548 Btuh 3. Winter infiltration HTM 11548 Btuh / 392 ft2 Total window = 29.5 Btuh/BZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 28120 fN x 0.0167 = 187 cfm Isolated zones = 0 cfm 2 Summer infiltration load Total = 187 cfm 1.1 x 187 cfm x 18 °F SumTnerTD = 3712 Bkh 3. Summer infiltration HTM 3712 Btuh / 392 ft2 Total window = 9.5 BtuM2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 187 cfm = 5528 Btuh Procedure D - Equipment Sizing Loads 1. Sensible stung bad SerrAk ventilation bad 1.1 x 100 cfm vent x 18 °F Sum T ffTD = 1980 Bluh Sensible bad for structure (Line 19) + 35939 Bluh Sum of ventilation and structure bads = 37919 Bluh Rating and temperature swung multiplier x 0.98 EqUpment song bad - sernsble = 37161 Btuh 2 Latent song bad Latent ventilation load 0.68 x 100 cfm vent x 43 gr/lb moistdiff. = 2949 Btuh Internal bads = 230 Btuh x 10 people + 2300 Btr.1h Infiltration load from Procedure C + 5528 Bbb Equipment song load - latent = 107T7 Btuh No. of Fireplaces is: 0 Prinbut certified by ACCA to meet all requirerner>Is of Manual J 7M Ed. wr14ghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16.47 ACCK EAFi1es1r1Fox & Jacobs 20021351413514.rsr Page 1 a RIGjiTd WORKSHEET Entire ouse- DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 s:29.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 m 1 Nanedroorn ErdreFlouse ZCW1 ZONE 2 LenghdeposWv" 3800 ft 170.0 ft 21Q0 ft 3 Roomdnaius 4 Cerhgs Con& Option 8.0 1 heAod d &0 A d o 80 d o 7YF£CF CST HIM Area lned(BYtr) Area Lced(Btit1) Area lased PWArm E)M0E Na I Cig OF) H9 CJ OF) Htg I cJ OF) Hhg C19 Hig p9 5 Gross a 14B 4.E 21 -'-- - - - ---- ---- - - L7qosed b 13C 3 U a"" "" ---- - --» - wekard c 12C 2 1S 1690 0 168C---- --» »» partitions d 01 0. „» e 0.( . 0. - 0 f Of Of 0 6 iNrrbnsard a iC 37. 3 11606 "" 1M 17� »» glass doors b 8C 37. 147i "'- -+•- »» +••• Heafirlg C 9C 38. 0. f 0. 7 Wid:?nsad North 20. -"- 1409 "" 653 N-75E+�- ghssdoors NEMW 0. - 0 0 . - 0 0 - ---- Coofng UN I 54. - ion 104 '-" 565i 128 -"' SE/SW 0. - 0 0 , - ---. ,,.. Swh 30. "'- 1609 48 -"' 1450 5 -"' 15C Horz 0. - 0 0 "0 0 -"' ---- 8 C4hadoors a 11A 18 12 717 484 38 717 484 b 11A 18 12 0 0 c 0. O.0 0 0 0 9 Net a 14B 41 21 106C 4884 2183 1090 48B4 2183 epo-d b 13C 3. 1.2 7Z 246 91 78 246 91 wehard c 12C 2 19 151 4319 2935 0 0 151 pahtias d Of 0. 0 0 e Of 0. 0 0 f Of 0. 0 10 Ceings a 16G 1. 1A 2DIO 2154 2121 0 C 0 204C 2151 2ed b 0. 0. 0 c 0. 0. 0 d 0. 0. 0 e 0. 0. 0 0 0 f 0. 0- 0 0 11. Floors a 22A 25 0. 1 4403 0 1 (Nole: room b 19G 1. 0. 51 596 0 516 pei_d_ c 0. 0. 0 is crgA d 0. 0- 0 for slab a 0. 0. 0 floors) f 0- 0. 0 12 k ration a 29 9 11548 3712 221 6540 2IC21 170 161 13 Sl ADW bss6+8-+11+12 "" 41975 - - WMarder 0.... .. , .... ,... «« ,... ..., .... ,... 14 L;<rd� 10° 4195 -"' 1u/ 2359 -"' lam 1 15 TcU bss =13+14 "" 46173 - '" Z954 - "" 2 221 16 bit gairs Poople @ 300 X"'- 3000 7 "-' 21OD 17 Sl6fotRSHgaiF7+�2@16 "'- "" 3�T2 ,•» ,•» 11 • •• - 16 ,••• ••» Less 0 Less trader --„ -.-- 0 Cookxg mdistrbAon ---- «-- 0 .... ,,.. ...10'/ ... ,... ,... 18 Ductgain 10' - 3267 1QY "" 16531 - 19 ToW RSH can={17+18)-PLF 1-00 "" ma) 1.00 181 1A0 - 21) Ak mq-kW (dm) "" 2200 2200 "" 1 1000 "" 1 Pr"ot>t ce16 W by ACCA to meet a6 L ne -As of Mon al J -M Ed. wr�gF �tsoi t Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 �� E:1Fileslf\Fox 8 Jacobs 2002\351413514:rsr Page 1 1- Notes: Ign , es' Informat' Ion Weather: Orlando AP, FL, US Winter Design Conditions Outside db i 38 OF Inside db 70 OF Design TD 32 °F Heating Summary Building heat loss 61228 Btuh Ventilation air 100 cfm Ventilation air loss 3520 Btuh Design heat load 64748 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 3588 3588 Volume (fP) 33350 33350 Air changes/hour 0.7 0.4 Equiv. AVF (cfm) 390 223 Heating Equipment Summary Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TggD 18 OF Relaytive Liumidity 55 % Moisture difference 37 gr/Ib Sensible Cooling Equipment Load Sizing Structure 44442 Btuh Ventilation 1980 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 45493 Btuh Latent Cooling Equipment Load Sizing Internal gains 1840 Btuh Ventilation 2500 Btuh Infiltration 5569 Btuh Total latent equip. load 9909 Btuh Total equipment load 55403 Btuh Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency nla Efficiency n/a Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Boldfitaft values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. �- W r5Dht50ft RiP"We ResideNial- S_0.45 RSR26014 2001-May-031" 1:16 AXK F_4 FReslcentexl 1%354113541 a rsr Page 1 RIGHT,.! CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5.95 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407)'831-2665 Procedure A - Winter Infiltration HTIVI Calculation* 1. Winter infiltration AVF 0.7 ach x 33350 ft3 x 0:0167 = 390 cfm Isolated zones = 0 cfm Total = 390 cfm 2. Winter infiltration load 1.1 x390 cfm x 32 'F Winter TD = 13723 Btuh 3. Winter infiltration HTM 13723 Btuh / 627 ft2 Total window = 21.9 Btuh/ft2 and door area Procedure B - Summer Infiltration HTIVI Calculation 1. Summer infiltration AVF 0.4 ach x 33350 fV 2. Summer infiltration load 1.1 x223 cfm x 18 3. Summer infiltration HTM 4411 Btuh / 627 ft2 x 0.0167 = Isolated zones = Total = 'F Summer TD = Total window = and door area 223 cfm 0 cfm 223 cfm 4411 Btuh 7.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x37 gr/lb moist.diff. x 223 cfm = 5569 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent. x 18. 'F Summer TD = 1980 Btuh Sensible load for structure (Line 19) + 44442 Btuh Sum of ventilation and structure loads = 46422 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 45493 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 100 cfm vent. x 37 gr/lb moist.diff. = 2500 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 5569 Btuh Equipment sizing load - latent = 9909 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Boldrdalic values have been manually ovemdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. j ram- W t 7�� n$50 WK —Sude Resi lentWa 5.0.45 RSR26014 2001-May-0319 11:49 / K ElFtlesl ente�IV354U3541a" Page t LOFT - a n e b c n 0 n 1 1 90 1.0 1.0 0.5 4.0 87.4 19.0 1.6 BR2 a n e b c n 0 A 1 1 90 1.0 1.0 0.5 5.0 54.4 23.0 1.5 BR3 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 23.0 0.0 BATH3 t BR5 a n w b c n 0 d 1 1 90 1.0 1.0 0.5 4.0 54.4 16.0 1.3 BATH 2 BR4 a n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 16.0 14.1 - GAME ROOM a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 32.0 2.1 a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 16.0 1.1 V V rjghtSO-ft Right-Sufte Residential"'0 4 S.5 RS114 2001 May 031g11.49 4CCK E*-desterdweG5411354R%41am Paget Desi nlnformatlon..v . v weather: Ortando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F OuMe db 93 °F Inside db 70 °F Inside db 75 °F DesignTD 32 °F 1M °F Daly � Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 46173 Btuh Structure 35939 Bhjh • Ventilation air 0 cfm Ventilation 1980 Btuh Ventilation air loss 0 Bhlh Design temperahfre swing 3.0 °F Design heat bad 46173 Bhf1 Use mfg_ data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. bad 37161 Bk h Mead Simplified Latent Cooling Equipment Load Sizing Construction quality Average Replaces 0 Internal gains 2300 Bhjh Ventilation 2949 Bhlh Heatingg Coonnngg Infiltration 5528 Bhjh Area (ft') 3515 3515 Total latent equp. bad 10777 Bhjh Volume (ft) 28120 28120 Air cha 0.70 0.40 EqL& AVF 328 187 Total bad Req. 0.70% SHR ,- 47938 Btuh 4.4 ton (dm) at Heating Equipment Summary Cooling Equipment Summary Make r1/a Male n/a Trade rr/a Trade n/a n/a n/a rVa Efficiency n/a Efficiency MaHeatirig _ FI a�w 0 Btuh Latent Cooling 0 Btuh Heating temp rise 0 cf Ac�rlal ting fan 0 cfm Total �9 Actual fan 0 CBbuh fM 0 cfm Heating air flow factor 0.000 daffibuh Cooling air HOW factor 0.000 dmlBhjh Space tl-ern� n1a Load sensbte heat ratio 0 % PrirlW certi7ied by ACCA to meet all of Marxd J 71h Ed. r VVr19 ltSCf$ Right -Suite Residential- 5.5:06 RSR26014 2002-Apr-04 10:16:47 JIG-CK E3FileslrlFox & Jacobs 20021351413514.rsr Page 1 MSTR. BR a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 320 0.0 MSTR. BTHIWIC a n n c c n 0 d 1 1 90 1.0 1.0 1.0 32 20.4 10.0 0.0 GAME RM a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 32.0 0.0. .a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0 0 VVr-jght50ft Right -Suite Residential- 5-5-06 RSR26014 2002-Apr-04 10:16:47 E:tFilesLflFox 3 Jacobs 20021351413514.rsr Page 2 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR _CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 631-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LDY BDRM6 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 WA 16.0 0.0 WIC/BTH2 FAMILY a n e a c n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30A 32.0 0.0 NOOK/KITCHEN b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54A 40.0 0.0 DINING/LIVING a n n a c n 0 d 1 1 90 1.0 1.0 11.0 5.2 20.4 32.0 0.0 a n w a c n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0 BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 4.0 5.2 54.4 32.0 0.0 BDRM3 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5 BTH3MIC BDRM4 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5 BTH4 BDRM5 a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 ti Wiigl'1t50ft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 AC:CN E:XFilesUXFox 3 Jacobs 20021351413514.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D. Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:3514 8.29.01 109 COMMERCE STREET, LAKE MARY. Ft. 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation" 1. Winter infilbation AVF 0.70 ach x 28120 ft3 2 Wnter infillralion bad 1.1 x 328 cfm x 32 3. Winter bfil6ation HTM 11548 Btir / 392 ft2 x 0.0167 = 328 cfm Isolated zones = 0 cfm Total = 328 cfm 'F Wrter TD = 11548 Bhih Total window = 29.5 BtuhAt2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Sturuner iif It Nation AVF 0.40 ach x 28120 ft' x 0.0167 = 187 cfm Isolated zones = 0 cfm Total = 187 cfm 2 Summer infifh-ation bad 1.1 x 187 cfm x 18 °F S1mr>er-TD = 3712 Bhp 3. Surrvier Mation HTM 3712 Bhuh / 392 ft2 Total window = 9.5 BMW and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiif. x 187 cfm = 5528 Bh.ih Procedure D - Equipment Sizing Loads 1. Sensible Siang bad Sensible verrhlation bad 1.1 x , 100 cfm vent x 18 °F -'A m 7D = 1980 Bhh Sensible bad for structure (Line 19) + 35939 Bhuh Sum of ventilation and structure bads = 37919 B6ufr Rating and temperature swir g mu%pkf x 0.98 Equipr rff t sizurrg bad - Sensible = 37161 Bhuh 2 Latent sizirg bad Latent vendation load 0.68 x 100 cfm vent x 43 grAb moistd'rff. = 2949 Bhuh Internal loads = 230 Btuh x 10 people + 2300 Btuh Infiltration bad from Procedure C + 5528 Bkh Equiprnert sV rgload - latent = 10777 Bhtr No. of Fueplaoes is: 0 • Printout certified by ACCA to meet all requir ernerts of Mmd J 7th Ed. �- VVrjq tS4C3f$ Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10:16:47 ACCh EaFileslflFox & Jacobs 2002/351413514_rsr Page 1 a n e c C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 32.0 0.0 MSTR. BTHMIC a n n c c n 0 d 1 1 90 1.0 1.0 1.0 3.2 20A 10.0 0.0 GAME RM a n w c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 a n w c c n 0 d 1 1 90 1.0 1.0 1.0 52 54.4 16.0 0.0 wrlghtsoft Right -Suite Residential- 5.5.06 RSR26014. 2002-Apr-04 10:16:47 ACCA E:%FilesIRFox & Jacobs 2002\3514\3514.rsr Page 2 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LDY BDRM6 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 16.0 0.0 WIC/BTH2 FAMILY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32-0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 NOOK/KITCHEN b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 DINING/LIVING a n n a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 20.4 32.0 0.0 a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0' 0.0 BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 4.0 5.2 54.4 32.0 0.0 BDRM3 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5 ' BTH3/WIC BDRM4 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30A 16.0 13.5 BTH4 BDRM5 a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0 wreghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10.16:47 ArCJ\ E:\Fileslf\Fox S Jacobs 2002\3514\3514_rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR.CONDITIONING,R Job: 3384 9.5.95 709 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W N D W S K Y D I R W A L L G L A Z L O W E S T R M S H A D O N A S V G N H H L G C G Z L O O V R X O V R Y W H G T C H T M W N A R S H A R SITTING a a a c n n n n e s se se a b b b c c c c n n n n 0 0 0 0 d d n d 1 1 90 1.0 1 1 90 1.0 1 1 90 1.0 1 1 90 1.0 1.0 15.0 10.0 10.0 1.5 1.0 2.0 2.0 6.0 6.0 3.0 8.0 54.4 30.4 76.4 47.4 19-0 19.0 12.0 20.0 0.0 19.0 12.0 20.0 MASTER BEDROOM a n a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 20.4 9.0 0.0 MASTER BATH a a n n w sw b b c c n n 0 0 d d 1 1 90 1.0 1 1 90 1.0 1.0 1.0 1.0 1.0 5.0 5.0 54.4 47.4 16.0 12.0 0.0 1.5 FOYER a n w a c n 0 n 1 1 90 1.0 1.0 9.5 2.0 87.4 12.0 0.0 DINING a n w a c n 0 d 1 1 90 1.0 1.0 10.0 6.5 54.4 39.0 0.0 KITCHEN LAUNDRY a n s a c n 0 d 1 1 90 1.0 1.0 11.0 3.0 30.4 7.0 0.0 BREAKFAST a n s a. c n 0 d 1 1 90 1.0 1.0 11.0 6.0 30.4 39.0 0.0 FAMILY a a b n n n e s n a a a c c c n n n 0 0. 0 d d d 1 1 1 1 90 1 90 1 90 1.0 1.0 1.0.29.0 5.0 1.0 1.0 11.0 1.0 6.0 6.0 8.0 54.4 30.4 20.4 39.0 19.0 48.0 20.5 0.0 0.0 LIVING a c n n e e a a c c n n 0 0 n d 1 1 1 90 1 90 1.0 1.0 11.0 11.02.0 2.0 3.0 8.0 87.4 54.4 6.0 6.0 6.0 14.3 RV -Suite ResdenU - 5.o_45 RSR26014 2001 May-03 ts:ti:ay •� vvrightsc>ft Pays 1 ACC E Tdesiocrdex\ 11354lV3541a w RIGHT-1 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3394 9.5.95 109 COMMERCE STREET. LAKE MARY, FL 3274& 6206 Ptme: (407) 831-2665 J: 7th Ed. 1 Name of room Entire House ZONE 1 ZONE 2 2 Length of exposed wall 415.0 ft 238.0 ft 177.0 ft j4MANUAL 3 Room dimensions Ceiings Condit Option 9.0 ft heat/cool d . 9.8 ft heaticool d n 8.3 ft I heatfcool d n TYPE OF C HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE INS01HIg Clg (ft) Htg Clg (ft) Htg I Clg (ft) Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 1764 "" "" 1764 .Exposed b 12C 2.9 1.9 1710 '«' «« 270 "" "" 1440 walls and c 13C 3.2 12 308 "" "" 308 "" "" 0 partitions d 0:0 0.0 0 .... 0 '«' '«' 0 e 0.0 0.0 0 0 "" "" 0 f0.0 0.0 0 "" '." 0 "" "" 0 6 Windows and a 1C 37.0 " 421 15560 "" 260 9610 «" 161 5951 glass doors b 8C 37.0 « 112 4140 112 4140 "" 0 0 .... »' Heating c 9C 38.7 36 1394 36 1394 ""' 0 0 d 0.0 0 0 "" 0 0 0 0' e 0.0 O O "" O 0 "« 0 0 7 Windows and North 21.1 236 "" 4988 214 "" 4533 22 456 "« I glass doors NEINW - 39.4 12 """ 473 12 "" 473 0 '«' 0 Cooling EMI 58.4 244 14228 106 '«` 6177 137 '��� 8051� SE/SW 47.4 10 497 10 497 0 0 South 30.4 67 "« 2034 65 «"' 1976 2 "« 58 Horz 0.0 0 "" 0 0'«' 0 0 '«' 0 8 Other doors a 10 14.7 9.9 58 854 576 58 854 576 0 0 0 b 0.7 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 9 Net a 14 4.6 2.1 1407 6483 2897 1407 6483 2897 0 0 0 exposed b 12C 2.9 1.9 1458 4199 2834 179 516 348 1279 3684 2486 walls and c 13 32 1.2 290 914 339 290 914 339 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 Ceilings a 16C 1.1 1.4 2109 2227 2922 668 705 926 1441 1521 1997 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 Floors a 22A 25.9 0.0 238 6169 0 238 6169 0 0 0 0 (Note: room b 20E 2.3 1.0 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 dlspl. 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 0 121 Infiltration a 21.9 7.0 6271 13723 4411 466 10199 3278 161 3524 1133 13 Subtotal loss=6+8. +11+12 «" 55662 "' "" 40983 .... - 14679 Less external heating "" 0 "" "" 0 «" 0 Less transfer '•,• 0 .... .."0 "" ,••• 0 14 Dud loss 100 5566 "« 100 4098 «" 100 1468 j«" 15 Total loss = 13+14 '«. 61228 "" '«' 45081 "" «" 16147 16 Int. gains: Peole @ 300 8 "" 2400 6 '� . 1800 2 - 600 AppF @ 1200 2 "« 1800 2 1800 0 "" 0 "« 17 Subtot RSH gain=7+8_+12+16 "« '«` 40401 "" "" 25620 "« "" 14781 Less external cooling «"• "'• 0 ••'. "'• 0 "" "" 0 "`• "" Less transfer '"" «" p " ' "" 0 '«' '«' 0 18 Duct gain 100 ".. 4040 10° "" 2562 10° "" 1478 71 19 Total RSH gain=(17+18)"PLF 1.00 "" 44442 1.00 «" 28182 1.00 «« 16259 20 Air required (cfm) "" 2200 22001 14001 1400 «« 800 800 «« Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Awnghtsp{C Right-Sude Residential"' 5.0.45 RSR26014 2001-May 0319:11:49 A E1Fdeslcerdex%3S41%354113541a.rsr Page 1 I oPTroNti sse CLASS OR 7..- A 1 82 woo - www OTY (1) WAS (2 FOR HMIis i( NMIL .,f • 00011 1 T Y \1 f20 n1 CA WN. [MO flllp ATTICM[D TO 00011 WSTAt1y1(m fU� (70P, 04TT0106 CKNMR)6 VfH PA113YSTTL Nw T 11 I 7ms1/OALV. maQ . .rNow \ANYAf m M ) 'Mm .w000 UO iCnCwf. LISTED _ (�jNTIn CK f C AVAxA\LL Aa AM a1110M -.•1 r I I 0 -IV1' OALV, fT tC LS, ..I `x7 �p��l I ®�•1 1, IYM. TAACN 7WC t ,010' NJ r�Wi i t noM (m. 1.1 LA SO Yn rx M.e uT• C7' .J { uWL taP \nexCT REPORT#9606C`"°"30N'"` .a C ! .1 etLS/ IAAt:K r xe eA, u-wa. 'S' •'Q aiT �H 0,4 iwo Y-aw y- J oN wTrw xena, i 1 Sam". Cm.) mw /1..$/v sminy Mp.L scow\ or jyyL vom o ORIOrNL OLR10E KMLOOM POfRIOM MAIL 00011 WQIW . II'-0• 0 0 ,uefN�ry�}ylu9 11'r7 1' 7Q!' hwq r� lCAOrL � d ur[.T__ urw a y� yT ( ({ /MONT IAAME " U.V, 8°°Ai V► 0 7 -p' MqM CON ST 0I (1) �7ffWTNO 1 CGTWO ON OUISIOC i Iwa (sur N oCOUM[D. W IfCAw7 wY K wymwIM STOP w7VtDw0 OY 00011 NfNLL111 (TO fUR) 00 1'-0 M44 CONL 0I (Q ! N). (WT NOT sfOL'QHT) TO PAO'AOC A r111W 110UNnM yJKAC4 Natl1pRK Aim 00 MOT TAMy« L.010. Y610M PPK Y{U 1O ok W CILV, STTSL 010 STILL p -I - 1' iN1CK I/\}sSAelmic 10 a ohm MU K IM su p !'�•. 6 WOLOEo wslof srennu.OQlADIL.lOp.SC6h ATTICHMEW 1 ati aALv m TAACK D y� 14 VM KTA31« W[{• PAN MCAO SdICw W N OK ! I�E'nfCRE'x� 3.. SKIN COATI v1iN oy1A w� / l / P« IMDL NMG:LT• 10 lCMYA ►« UTq 1.1 it (C.90 61LVANRwO, OVtfO-ON PRW«. 1 pl 34 wCslq ON000 ►E1 UML 4mn (TQ 011 TJ11. 1.0. ROVA0 PutNN 'n AN A MKEO-OM YCfT« SNAP MTEN 0441S py1 yTAPCOM N w� yKwp (ice f COAT O 0 \OM fA(T(N« (DIN[ gP uoa" o snu SMW 11 G. "Y. sift TOP wa RiM NM9MMR! 1 o.a MK WA&10 AMMU r CAW. sttCL TWb( fAfip (D ro J1yA{ yl(j7 /L 7CI1CWl AOLL1A OMCI(R. bGl 'MM TMWMf. N+CNDRS WAY K COUMCAWMM 13 G� GIV. fft6 TAAd WWCx►Tt. IAt���) wTOI �� CAON WOE 0/ OOOA. (qJi MOf KODUID) TO IAOwoc UAI TRKK ATT m OAAOLp({ j1♦ w //1{ 3/\• S11IET MRAL MOWrnNO 7Un/AOL. MoM30NTK iM1\f OO MOT 1nM ONC 1 { MOLT' \ NUT ({) 1 1 K7 ♦ T PG OND KV" SNIP UV JON13. SMCw!• IRINS/« La/0. 04 Two 1/4' ON W41S. OUT71K IILYCO ' NANOLl. CNO 1' OK SMOrLi STLW, 10 \.{l, fiRL NOLLf71. 14 M "V, STM / [NO ou ,.,...ma y wmK wCROV10D, P.C. /ATRNW TO L� � �.mM eI ._. n e..,Iw frnne.l t.e MO V41,p1P.L 1=2 yylNn(tCfT �wy�T(1) 1{.s/S• 446 wsoa wMaf 3' TALL UAW J ({) 1 10 aA oav, o` TIPPva Scum ' a w y DESIGN LOADS: +24,0 PSI 4 -24,5 PSF y • WN. TC7D,STROIOM: >a KSI TRAOL ON p��, 1MC OCSION a/ TItC fUPPOIRwa fiflaCNN1AL pplCMI auTS10C aCK SIOC �l�\[ Tf ACJRON!lERT aI TT[ P101C!lIOIML a TEST LOAM +36,0 PSF k -37.0 ?SF NwOtl of DOo0. PCCg10 IOn 1Nt \LALOYIO OA iMNCR7RL AND W ACCOKOAMCf 3' TALL . 10 G rxV, fT[0. u-awf 010 LSL"M DOLT w1M OPIANW r wwo a Cow rON nu IaaE u:TOo. oN a.,,. A Am= PART N0.: - W A 1-1-1-1 ►ATIf11M (1 C• T110 U-4q fn:: LOCN O CA. TNLS DMKYKr, M WM A AM\m 1EK 1� 1-1/\' ON \OTTOW lCCIgN, WNi U-W ON MCXT 9R0 KPTICAL A KCT01 c1C) aeN U-wL SC14 Cp iMACK olat pT� UANn f1eW on9 N.. 317 TkVwl L Lill If00 T- w1M 1/a f3/{' Ire, SUKMs V4K ev cwWNw Z N+^•N Cinelnnatl OH IS202 P« c ,aIL fx>< a cLO.AY �JCTS �. TOLERANCES �. IDEAL Tll, Ma l•�l - I.1000 w 000, w°°A w. "'—...,w," 0 .0 - *,03 w++�\\I\mdr7. Fu Mo. I-sl 1t:-3lif .wY...aYYMY. v {4V1..1.r �. SfeneM A -A nlnf Mrwl � .10-t ( nr....-.+ Saw N •00 ' *•015 DESCRIPTION: MODEL 6RST W4 16-0 x 6-0: 24/-24,5 DESIGN LOAD ...... ar ..u...a wwt W 000 - *.003 OWO, 4fC¢ OoTTOW \AACHU. 9.IMb N w.w....I .0000 - *.00t DRAWN BY: BMM OATS: 4/18/00 SCALE: NT9 B ATIACH O VAN (1) 0IN3/\• 3hw WC AL SC11Cw'f. 1 Mr rrYW9 NwMnn,. ALUWNW VMS" /1ilolpl 'CHECKEO BY: MWw DATE: 4/16/00SHEET I OF I SIZE PFCJVX + - owCM316 u Am w"`I'w.40* DWG, NO,: 102134 REV, NO, 1 PTo \elion d I d(pnf DfSIGN�TION: Thermo-Tru In -Swing Door Wood %Fames System DESIGN PRESSURE RATING C: J NAx 18' O.. Single Positive.67.0 PSF Negative 67:0 PSF . uA)jw,n, ovfRA!1 MINu c¢c: Single up to 3'4 x WO w/wo $idedtos - - g r\ Double up to 6'4 x 8'0 ./wo aidufi!ea • • •a •. Single with Sidelltea Positive 60.0 PSF Negative 60.6 PSF 0 N .: . ' .�' Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 4q• O O nc.w a rnNTGFR4TION5e X, OX, X0, OXO, XX, OXXO g h 0 rrNt'a F�_E'S(:RIPTTN: The hood and side jambs are fingsrjoint pins Z measuring o min. 4-9/16' with a 'i/2' rabbeted stop. O Wh J/16" TAPCON MAX 16' O.C. O O .TYPE ANCHOR 3' 1/2' DRYWALL 3 j 0 3/16" TAPCON . I : I FIRWNO TYPE AN04OR � :• � n •• 1/2' ORM1eAll -� N •�.•. • .a = MASONRY LW7IFL to CL tl MASONRY _ ;;'°M 1�• FIRANO e• N 2X BUt2f •�•,• � .. • n : d 1X M)CXro W-.4 3/16f 1 a'• 1 ri (S« real. 2) _ d � $C `q n '... .. PF7t ws .. LM o • ''' CONCRETE eloc7c -� •O '11 NERD JAMB JAMB o y �.,.. To IX SUB -BUCK t` w ro zX sue-eucx 66 t/Y DRYWALL � .V: .. 'y .... IX BUGf •,,,�.. '` - o .,4 ,'• 3/16' TAPCON 1 ■ 2 FlRR.A2 O W )!4q t r 1/2 1lGC .'.:': .~:.'' TYPE ANCHOR D 1 X 2 TRIerVO .y . •• U :` �.• •F.. ELCO TAPCON OF: EOl/,tt. N 1 . ;, : ; '.•. (233 LB. SHEAR RATING)TAPOON • e;' (/� O H :; •'� (see . e O Z O tit PM W$94 Cr •:* }-� . �, n U Z l�pA"i Y� 'e• • J/10' TAPCON = • •Y .• �. r 2 FHB TYPE ANCHOR 3' MAX. � •f -t/4' MIN. ( SHIM SPAC A EM1 i. s1,1 aPACE� YERIIUL 90f JAMB A V. j r TO 1X SUB-9UCrt ;t.. 613.884.3831 R :.• 1.10, wL cm L �IpIE 1. This system has been evaluated for uss In locations rdhoring to the Florida Building Code M VERTC-AL SIDE JAMB and when pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings OATS: 4/3/02 . Z1 B- 11/M1t SCALE: N.T.S. and Other Structures do not exceed the design pre»uru ratings listed herein. DWG. BY: W.L.N.2. For installations whore the sub -buck is fees than 1-1/1' (FBC section 1707.4.4 Anchorage MethodsCNK. BY: R.W, and sub -sections 1707.4.4.7 and 1707.4.4.2) Topcon type concrete anchors must be used and the OMWINC NO,: . length must be such that a minimum 7-1/4' ongassnont of the Topcon into the masonry wall is obtained. 7-02207 SF,ar I or I MODEL DESIGNATION: Thermo—Tru Out—S-ing Door Woof l rames System J' MAX tB' C. _;r•:x:N PRFSSUR ATIN .: O.Single Positive 67.0 PSF Negative 67.0 PSF �1 ' 1 � di ;� 5 L NOUN.:. GI Single up to 5'4 x 8'0 r/r0 sWei'tea Double up to 8'4 x 8'O r/ro si"it" ' • •a •• Single with Sidelitea Positive 60.0 PSF Negative 60.0 Par r N t a r-ONIL:SrRAT1Ln — 0NS: X. OX; X0. OXO, XX, OXXO • Jouble w/wo $idelites Positive 47.0 PSF Negative 47.0 PSF Dom+ 0 40 ON y �45 CEN, N D e .RI.mfON: The head and side jambs ore rmKorjoint pine O measuring a min. 4-9/16' Wth a 1/2' rabbeted stop. G MASONRY LINTEL .y ,.• +-' 3771E ANCHOR J' . NAX IS' O.C. 1 • 1 f1RlttNC cc O � 8 _ MASONRY LINTEL 1 x 2 FIRRINCLLJ Da n'nLL 3 DRYWALL■•, r, • •�••'�'• TYPE M�CHOR IX BUC< J%16' TAPCON v N n TYPE ANCHOR :. " • v .: .25' FU%. ' ' �; . •. • , ■ SHIM SPACE —11 ui �_ 70:»�+�•' 2.23' 1tl1E6108 v urn. .B p`$�$ w -y 3/16Q(TrRhOR' TAPCON J I u ri L . :� ■ TYPE ANCHOR cJ Z m . - � I ; • • HEAD JAMB ui t ,'; a= 1.73 i•§ y •. iD tx su8-Bl1CK 5` y 8 PFH WS 2• �n31i o •�, .. r CONCRETE \ t T T - HEAD JAMB MASONRY RLOCK !' J O ro �UB�Bll x o r. .y ,�'•• 23' MAV. .�.. c 4 !< :, ... ■ SHIM SPACE 1,25' Mli • YIN. •Y • 4 " ..' .3' lU * 1O r ' 3/18' TAF•CON$ •, " 2 TYPE ANCHOR �. i t■5 t x :t a y ELCO TAPCON OR EQUAL 3/16' 7APCON ` •t W Ea18• MAN. •.! (235 LB. SHEAR FATINC) TYPE ANCHOR N p to 25' MAX N • - S V1 8 {� i SHIM SPACE' .�•'; � � r {vim .. s:• •••�• � U O O ,r FYTMIOR t+ d- n .. yr JNMIOR 1 Z V) ' ' .. IPM WS 1/2' 3`Z. C—$INK 1 x L PRRINC �Q O 3 k �, ., DRYWALL f •?; .' vERncAL sroE xMB tx BUCK JX Ix SUB -BUCK J�BmB1 x 2 nRPJNG 1• This system has been evaluated for use in locr-!ions adhering to the norido Building Code .1.15'and rAero proafure requirements os determinro Dy ASCE 7 Minimum Design Loads !or Buildings ':, C—SDRY1•rL1 DATE 4/3/02 ya:, y1 g and Other Structures do not exceed the design pressure ratings listed herein. :1F•,:::.: VERTICAL SIDE JAMB SCALE: N.T.S. d.:'"-"�!•:.. - 2. For installations where the sub —buck Is loss than 1-1/2' (FBC section 1707.4.4 Anchorage Methods Ow0 BY; wLN "S:. •:': �,� • . `.. TO 2X SUB —BUCK and iub—sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the CHK. BY: R.w. length must be such that a minimum 1-1/4' engagement of the Topcon into the masonry roll is obtained. DRAWING NO.: • .• 3. When using a IX sub —buck a 6-9/15' jamb is required to allow for min. edge spacing for ToPcon type anchors. T-022o3 Y 1t .. .. ` -Mnn D sf• enoN::. - Thermo-Tru In -Swing /Oi.t-Swing Door Wood Frames System yrsl:n rNr S�unt rc.nrv�: W wevimnim nvEPA i NOMINAL SIZF Single up to 5.4 x WO i/wo sidelitea Single Positive 67.0 PSF Negative 67.0 PSF Double up to 8'4 x 8'0 e./wo sidelites Single with Sidelites Positive 60.0 PSF Negative 60.0 PS 0 00 Doubit w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF y 0 co z jt�pe ONFl •URATIONSr X. OX, X0, OXO, XX, AXXG .'tfN( W DESCRIPTION,, . The headand side jambs ore fingerjoint pine u� ow_ measuring a min. 4-9/le* with a 1/2• rabbeted stop. n s a DOUBLE' 2X sa• tZ V HEADER Z, z x.� 1/2' DAMµ! SWATHING 2A, HEADER t j �` t SINGE DOOR c a 2X STUD Lo• — &a-0• aa• w i d & 2X JACK STUD � z T �fc 11 r k I/2• oRne,ALL & Ia• TYP. oow F' ya QOU13LE DOOR ul u` Jo�BIOd — W Q pQ 6.0• 6.0' Lo' �N3 C.D PM WS CS 3 t UK . C-SW S EAn" If 11 II II toHwuT'nn, I+c 6t 3.66a.383 � 23' MAX SHW SPACE — SINGLF OR DOUBLE DOOR WITH SIDELITFS OATL s/3/o2 $CAIP, KT.S ' •� ' YERTWAL SIDE ,�AW8 e �� DWG. 9Y: W.L.K. is, HW. VAIL T This system has been evaluated for use in locations adhering to the Florida Building Code 0 BY;aw. °PAwT-02202 and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.T7s and Other Structures do not exceed the design pressure ratings listed herein. yam, 1 01 1 THERMA oTRU® 'FIBER CLASSIC9'SAIO0TH STAR' INSAJSW NG"SINGLEAND DOUBLE W/d W10LITSIDELITES. ULATED FIBEAOLASS DOOR WRH %iOOO FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 7994 EDITION FOR MLAWI-OADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO.BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I- S. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MU1MI-OADE COUNTY. 6. MIAMI-OADE APPROVED IMPACT RESISTANT SHUTTERS eac REQUIRED FOR SIDELITES ONLY. 7, SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. to Face sheets: Fibergloss ovg. min. yield strength fy(min.)=6,000 PsimoothSto - 0.070 minimum skin thickness FiberClossic - 0.110' minimum skin thickness Core design: Polyurethane foam core. with9:9 lbs. density by BASF. trj�(jQp; The ppo el skin is constructed from a 0.070' thk. sheetmolding compound (5MC). The interior cavity is filed with 1.9 lbs. density BASF polyurethane foam. The pond face sheets, am glued to the wood sides ai�ee tails. Thq ``VL Mch stile s ndnforced with o wood Ioak block measuring 2.375 x 14.0 long of the strive and deodbolt kxobon The hinge stile is Finger Jointed Pixie and the top and bottom rail am of a wood composite material. in the double door appbcation the inactive door is fitted with an exfnided aluminum ostrcgol (Wind Jomber b) of 6063-T6 alloy. frame C p&to, The fromis constructed from fi jointed pipe. The e� joined to the side pmbs with (3) 16go. 1/rcrown x 2 long tpkasto of each side. The mullions are secured together in o sidefite application 8x 2' long PFH Wood Screws (6) screws per each mullion. The units use' on Inswing Saddle threshold measuring 5.75' x 1.548. I , The sidelite panels am sandwich giored usug o two P eve Tp—I M ey ore dry glazed on the exterior with an 1/8' thk cellular g='J wp7el� (Sti 8Jl Tope) a caulked with s&one. The the frames ore held [t 1/2 long Ploscrew. TABLE OF CONTENTS SHEET #1 DESCRIPTION 37.5 MAX. OVERALL WIDTH 36" MAX: PANEL WIDTH x � � w = Ux w = a � J o O � e0 4 0 � o a in `D Co N N � slNn F LLr4' 74.5" MAX. OVERALL FRAME WIDTH — 36.625" MAX. PANEL WIDTH W ASTRAGAL C. F 10 a J T V 0 DESIGN ING UNIT TYPE R IN ILfiRATION IS NOT NEEDEDSINGLE nREQUIRE)MENT - 67.0 PSFDOUBLE - 55.0 PSFS1 LITES - 55.0 PSF 105.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. 15.5" MAX. PANEL WIDTH ---{ FRAME WIDTH w/AsrltacAL 13.75' MAX. WIDTH A 7.125' MAX. D.L.O. WIDTH II � J ALL MODELS 68.5' MAX. OVERALL WIDTH ARE VIEWED 36" MAX. FRA5.5'ME MAX. �M INTERIOR �rFiti'-Eoi PANEL WIDTHFRRAME WIDTH 13.75" MAX. / WIDTH 9 7.125" MAX. = D.L,O. WIDTH U W O Jo _ 1L 'k' K, euaowc k/SUlTAN15. INC 813.584.3331 suu:. N.T.S. Mo. wr: TJH CHK. BY: RW MANUFAfCTURM.ae tc 40.: -T S-2151 G. / 1 or _ MASTER :FH,�, g'Ji/®alteMA Be®Oaa.Y., Ei7 O O m LsaQs- 2 DOOR PANEL x N (n u :• v �— a 29 o ' 42 p• VZ-7 N in 1 C '.d'• O.d 43 c1 33 6 a d, . 34 0 ,. o- SEE NOTE 0. r, ru v 41 ru = w SEE NOTE 4 1 SHT. .5- MIN. Ed o GLASS THK. O X EXTERIOR INTERIOR $ o ego 25 0 h FOAM GASKET & N ao SILICONE CAP BEAD Off. 6 n 1.68" MIN. 1 t• p . . , PANEL THK. •.'z 42 rnL O> cr- N O 00 O V) °o I Q ZOO ,n =OWO OHO r\ 813.684.3631 DAM 08 10 0 suu:112" M. ar: TJH au. Fr: RW FJ1,1:V'ILYN.I 1Lj. �Q o /Lllvu`� S 2151 24 F.XTERIO 7 SEE NOTE 2 6 SHT. 4 7cVco 27 0 V)0� a = 6 0 t` INACTIVE ACTIVE n S � Zj - h ° coo d z 3 30 e�'z� ASTRAGAL RETAINER 31 1 _ • a BOLT B.'O LG. TOP 22 g'O & BOTTOM (2) BOLTS INTERIOR m xz z AT TOP & (2) AT BOTTOM SEE NOTE 6 3 �'4 1Z G 18 SHT. 4 FOAM GASKET do V u�sn � y V ov) 43 SILICONE CAP BEAD 3 O ASTRAGAL SEE NOTE 5 SHT. 4 34 o^ p 1 7 8 43 33 s�.f P g 25 05. cxz y3 10 1.15' MIN. EMRIOR p o" z o EMB. _ ... °. •� . Q. O EXTERIO _ N .25 - MAX. SHIM FOAM GASKET — + y . •— •' .15' MIN. C—SINK SILICONE CAP BEAD �' •.'o 2 c EE NOTE 43 5 SHT. 4 34 INTERIOR Z ]C 4 z x 36 y ir1 S c •' 33 25 �� .w 41 v 1 26 9 6 10 29 ^ S NOTE 1 v 37 a SHT. 4 13 �' ° SEE NOTE 7 SHT. 4 Q:• . ; �% O 7 2 HOR 3 O HINGE JAMB TO SIDEUTE z ' • � ,a. Y �wi�arra � z � coMw�r�rrrs, i«c ' • e' Z Y � � 613.684.3831 29 G 41 I:AL�►� iU`i.�t7� ►,' ..� J `c ac 08 10 01 v..• 17 n SE NOTE 1 l.iIFl�7 1l cxc 1/2' = 1 sowe. wt. TJH 16 35 SHT. 4 jjj {� ((� j( j��(� DrtA1l CilCT U11�L+✓�"it N y��tl G Y�L1L 6 cm. er RW 3 55 ON 11J11' �w onAWA«c MO.! l% 5-2151 3 O SIOELITE 70 BUCK ,_, ------- — SMUT 3 a 6 • • • 1 13 3 25" MAX. SHIM SPACE ritmaim 1 HOR17ONTAL r once S SECTION 4 LATCH OMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (UiE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5 16.5 27.5", 38.375 49.375' do 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" IN FROM EACH CORNER. 2. SPACING FOR REM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL. TO THE WACTNE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3, 5", 18.257, 40.57, 59.25. 74.25'. 76.25' & 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16G4 x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 160A x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.57, 31", 48.5" 66". THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING MULL ONSOTOGETHER ISNO, 43 1THE SAMEASSCREW) SECURING HEPERIMETER 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 (/'10 x 2' SCREWY). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (p 10 x 1 314' SCREW). a' 'o� • o o.w Z ]C �1 �O �a FOAM GASKET k SILICONE CAP BEAD I.10 MIM EMBED. 15" MIN. C-SINK r Z Y 1 3 a 10 rXTERIQR 0 w 2 4 HINGE JAMB TO BUCK, 21 SEE NOTE 35 6 SHT. 4 43 RIOR SEE NOTE 5 SHT. 4 0 ,Q• 0 `1 i� �N z 36 ir) � 41 w 29 13 ez 3 SEE NOTE 1 — a SHT. 4 31 3 H RITONTAL GROSS SECTION 4 ® STRIKE JAMB TO SIOELTTE O> O co 0 co g N 8nomIn Z) O W o � co •.• 72 10 SEE NOTE 7 SHT. 4 g, �m .25' MAX. SHIM SPACE U O.' O z� 30 � 1 � ��a 813.684.3831 ev: 7JI BY: RN uw No,' 5-2751 r 4 or SEE NOTE 3 SHT. 4 SEE DETAIL "F" SHT. 6- 6" 6- 3. 3• 3 6" ¢633 t 3' }— 3" SEE DETAIL , SHT. 5 TYP SEE NOTE 4 SHT. 4 LJ CV OD Qyz O" pp U�Or'1 e -•{ L 6' 6- ram. SEE NOTE 3 SHT. 4 � o UJ � OO = o � 00 t\ I � a n n n y O d 13 - in O (l N " h C-- to Z - -D' SEE DETAIL 'E" N ;n — �7 < V � O SHT. 5 TYP. Ol o= Zo o SEE DETAIL 'G' "Cl "Cl -p• g.-• CzS Za SHT. 5 - IIn -1 14 TYP. a cn3 n x 3_ 1— 3. } 6 6 F- 3- 3 6' 6" 6" 3- 3" 3' 6' 6' 6' -- ® Td FL®-` A Bo ®•AFC SINGLE DOOR DOUBLE DOOR W SI L. - rn-- a 7-ry MASTER FHXtA A 0.357' BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 0 13 r 13 10 0 DETAIL "F" DETAIL 10 ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E' STRIKE PLATE TO FRAME DETAIL -G" AT THE THRESHOLD AS SHOWN. SEE NOTE 4 SHT. 4 ONSUITMliS, NC 813.684.SB31 Dac 08/10/01 srKe N.T.S. DNO. 9Y: TJH cm er: RW DRAWINO NO, 5-2151 .fTT 5 or 8 . 'J i n .E DETAI SHT. CENTRAL MANS JIFAC TUBER NEE G 5 SEE DETAIL % jt/�� { "F" SHT. 5 _�; 1� 1 L:e li*L_ 6 3 b �o 6" --I 6 3' 3" F-- 6 3 -�{ 36" 63' 1— 3" i 13 '_ SEE NOTE — 13 = TYP_ e 3 SHT. 4 SEE NOTE �• SEE DETAIL n 3 SHT. 4 SEE NOTE — _ — 6 SHT. 4 'F. SHT. 5 0; 13 n TYP.SEE DETAIL — — "G' SHT. 5 SEE DETAIL L SEE DETAIL ryp, �' "E" SHT. 5 H- SHT. 5 �. ui — — TYP• — 13 SEE DETAIL 'K" 'K' TYP.= SEE N07E "0' SHT. 5 14 14 14 _ 4 SHT. 4 — TYP. 14 TYP. I I 3' r i 3" 3` 6'1 6 6" 6' Ij�--- 8" 3 6' 6" 14 " 4ESHT 4 6" 3 3• ® ®TYP. SINGLE DOOR W/SIDELITES pq,�Rl E DOOR .453' GLASS BITE .463" GLASS BITE 32 40 1 33 32 / 25 1/8" TEMPERED GLASS 25 1/8" TEMPERED GLASS Ll\25' AIR ;'�.25" AIR SPACE : 'O ••.SPACE� :. ,Q "-- 1/8" TEMPERED z 1/8" TEMPEREDGLASS YGLASS INTER41 SEE NOTE1 6 �5 " SHT. 4 �d 41 _ < 25" STEEL " 0 SE NOTE 1 .25" STEEL INTERCEPT 0- INTERCEPT _5" Tf'M L17 SHT. 4 INSULATED GLASS W/ SPACER - s" INSULATED GLASS B7S LITE FRAME GLAZING W/ DETAIL SPACER FRAME GLUING nE7A1L n LL D O 00 �NO00 Lo � o Lj 00 a .o g xZ 0-i y �_ Uz ass�3 I H m _� 9 v� Itr a 813.584.3631 e 06 10 0 km N.T.S. c. er TJH C. BY: RW unw NO.: 5-2151 m 6 a 8 iil�L/1 fl, �1Ua 1l1'��: 1►wuv-., .- - - Tj7 4,563' 1.063' i— I 1N .= 2 21 in WOOD FRAM 3E FINGER JOINTED PONDEROSA PINE 28 --i t-- .097' 4 x 4 STEEL DOOR HINC� �to r-1.077"-j ° I-- 1.531' FINGER U M 0 r 33 PI aSTIC LIP I UE FRAME EXTRUDED _BTS F 62,741 91 1 a n L INSWING SIDELITE 15 BDTTOM B00T 0.09" EXTRUDED VINYL WALL O ►I r 1.531 " L � OSS BOTTOM RAJ e 11 W000 COMPOSITE u? j it �JC" ti l IME � N 1" i i--1.531 --{ O FC. TOP RAIL WOOD COMPOSITE f►— 1.077" �- -- 1.531 SIDFI ITE BI aNK SIDE STILE 36 FINGER JOINTED PONDEROSA PINE 1.264" N n• h FC, LATCH, S1DF STII E COMPOSITE " .526' 2.713" h-1.255" —•1 N -LPJ , , F�. WOOD HINGE SIDE $TILE 1 5.75' to to FC. BOTTOM RAIL iA SELF ADjuSTING S"IJDLE THRESHOLD 19 WOOD COMPOSITE AWMIN MNINYL .045" WALL ALUM. 080' THK. WALL VINYL TYP. 6�,j 00 �p200 t^Yi Z O I,.1 V ��Lo m a Wj �O:DO c a S O v Z --.{ F " -- 2.375" 1 111 �1. = ^ N a 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE ✓ l moral ca+stnnwis. 0 813.684.3831 wm 08 10 0 ux< N.T.S a o. TJH py! RW - No oniwlw NO.. S-2151 sHErT 7 °� 8 1 F1wvA951C DOOR SK9i .110' LBN. THC FoonA55 w FIBERCLASS TWW-TRU with F min 6,000 i FC TOP RN i. 1 x ,94 TH'RMA-1RU WO00 tX>wIPOSITE WO00 Fr- LA -TItU WO00`CO1i091E 1:531 x 1109 WOOD COMPOSITE 4 1.531 x 1209 FC. SRLE -TRU7&Z WOOD5 FC. BOTTQM PAIL 1.531 x 1I CONPOSTIE W00D TE L s. ENS FOAM7 SHORT REACH COMPRESSIOP -TRV FOAMMPRESSION - FOAM INGE 097 'THK.RMA-TRU STEEL1 1 x 4 : PFH WOODto bane L1 1 SS 60TTO ME 1511 x 91 11f7aM-11LUNOW 12 110 x LG.- PFH W EEL 1 8 x 1 . PFH WOOD SCREW STEEL 14 3 1 fi TAPCON AN HOR f LCO 2.0 MIN. LG. STEEL 15 SIDELME BOTTOM BOOT .090 EXTRUOEO VINYL %AMYL 16 2x 'INNER WOOD BUCK WOOD 17 MAX. 114 SHIM MATERIAL WOOD 1 KWIK ET TITAN 700 SERIES PASSAGE LOCK 19 Ska f oftshoOID ALUM. OD p x . - WOOD 21 + - W OOD x1 23 KWIKS TITAN 700 SERIES DEADBOLT - 24 ASTRAGAL WINDJAMB 11 WR687 .052 WALL UM. 6063-76 5 GLAZING, 2 NSULATEO TEMPERED GLASS G S 2 SS WEpLI-TRU, POMDEROS1 f4E 1.1 x 1.531 WOOD 7 08 x 1 G. PANHEiAD SHEET METAL SCREW SL 8. WSWW(; DOOR BOTTOM SWEEP VINYWOOD 29 30 FUSS WOOD LOCK BLOCK x 1.515 PONDEROSA 1 1 W 0 W1X10 COMPOSITE 31 1. 93 x CELLULAR GLAZI T STTK-O TAPE L33 PLASM LIP ITE FRAME TRU STS 4 CM - 4. x 1.25 BLANK yW8 TRU PONDEROSA PINE D 36 SDOJTE SUE STILE -TRU I x .656 PONDEROSA PPIE WOEEL 7 1 x I 4 1. PFH D SCREW 38 ST. TOP RAIL Iml, 4.94'TIm-TRU WN wow 39 NOT USED SILICONE 40 SILICON CAU K 41 8-10 x 1 1 2 PIASCREW FOR ITEM 34STEEL 42 ST W TOP & BOTT011 PA 1431 x .656 PO'LiA051 PNE WOOD 43 8 x 2 LG. PFH WOOD SCREW STE 1.531 L 38 � SS TOP RAIL WOOD COMPOSITE N N O.179" R H MR I N WEATHER IP FOAM CELL CORE WIVINTL JACKET 3' N fV .579' m 01 U7 .175" t� COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET / lj DRILL TRU FOR .357' OIA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WIN AMBER If, WR68T STRIKE PLATE SS t ETCH SIOF STILE COMPOSITE �1.316' 0co 00 1 x oZ°M Lo oW FE _ EE26 �3�00 00 SS. WOOD HINGE SIDE STILE tD CL 41.767'!!�� ASTRAGAL HAS n (2) 8.0" N BOLTS ® BOTTOM BO SBOLTS O TOP 24 WINDJAMBER 11 WR68T ASTRAGAL (ALUMINUM 052 W�L lYP eoNs. �3' u 813.G64.3831 scxc N.T.S. TJH iRACAL RE`ARW RIL: CCHK. er:MTE°""YO ND'`HIOMdo YELLOW CA 5-2151 smxn 8 or & :_ _ ._..`..-• � ',Y' ,�� is # --i-� . ... ...'� j l ...1:.. ....' 1. .. � __.__ •l-� (r JUN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P.e2 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 Rli:: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X 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 (Le., buck thickness less than 1 'b") does -not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a '3/16" concrete screw with a minimum eml>edrnent on 1 114". Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed. 1.1/a". The drawings dearly delineate the requirement that a minimum embedment depth of 1 y4" 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 ! l/4'_ Therefore, for Florida . Extrudes- installation draWings where a non- structural buck is used, nomenclature such as -IX buck by others" or similar statements shall be construed to mean thata buck thickness of less than 1 1/2" is acceptable. The definition of a non-structural buck 6s based on Section 1707.4-4_2 of the Florida Builtd6ng Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P_03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Amoruso, PE arnoruso.oe@floridaextruders 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. • Me! 2W2-VM M--009 ��\1111111111101//� ?j IFie .GsO s E` 4 i� A _•'i�a lZl /v1� 2540 30wett Lane, 5.an46, , FL 327y1160 -0 • (407) 323-3300 • Fax (407) 322-3337 2 s Universal Forest Products Re: 53908744 Centex Homes Orlando 3514 2nd. Floor 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: 53908744 FG13 53908744 FT1 53908744 FT01 53908744 FT2 53908744 FT5 53908744 FT7 53908744 FT8 53908744 FT9 53908744 FT12 53908744 FT13 53908744 FT14 53908744 FT15 53908744 FT16 53908744 FT21 Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28, 2005 2/5/2004 John resley License # 55886 The seal on this drawing indicates cceptance 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 SouLh NC 62 Burlington, NC 27215 Tel:(336) 226-9356 Vav (336) 476-9146 Job Truss Truss Type Qty Ply Centex-Orlando/3514 2nd/jsk/5-19-3 53908744: FG13 FL OR 1 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:27:30 2003 Page 1. 1 2-2 F---� Scale -1:34. 7x8 = 1.5x3 = 3x6 FP= 3x6 FP= 1.5x3 = 7x8 — 7x6 = 3x6 If 3x6 11, 3x6 It 7x6 = 7x8 = 7x8 = A B c D E F 0 H I J K 1 Ir 0 V U T S R Q P 0 N M 7x6 = 7x10 M1118H= 7x8 = 7x6 = 3x6 II 300 M11181-1 FP= 7x8 = 7x10 M1118H= 7x6 = 3xi0 M1118H FP= 3x6 II 74 — 1-6-10 3-10-13 6-3-0 B-7-3 1 10-11-6 1 13-3-9 1 15-7-12 17-11-15 1 19-6-8 1968 Plate Offsets X Y: A:Ed a 0-3-0 A:0-1-e 0-0-8 K:0-1-8 0-0-8 K:0-3-0 Ed a L:Ed a 0-3-0 W:Ed a 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.51 Q-R >450 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.70 Q-R >327 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.11 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 170 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 4-9-4 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) . L=2683/0-8-0, W=2683/0-8-0 FORCES (Ib) - First Load Case Only TOP CHORD A-W=-2668, K-L=-2668, A-B=-3033, B-C=-7267, C-D=-7267, D-E=-10155, E-F=-11581, F-G=-11581, G-H=-10155, H-1=-7267, I-J=-7267; J-K=-3033 BOT CHORD V-W=O, U-V=5586, T-U=9075, S-T=11216, R-S=11216, Q-R=11922, P-Q=11216, 0-P=11216, N-0=9075, M-N=5586, L-M=0 WEBS A-V=3845i B-V_ 3475, B-U=2339, D-U=-2410, D-T=1469, E-T=-1444, E-R=497, F-R=-464, F-Q=-464, G-Q=497, G-0=-1444, H-0=1469, H-N=-2410, J-N=2339, J.M=-3475, K-M=3845 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building. Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: L-W=-10.0, A-K=-270.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FG13 Job Truss Truss Type y Ply Centex-Orlando/3514 2ndfjsk/5-19-3 , 53908744 ' FT1 OOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:45 2003 Page 1. Scale 1:30. 3x6 FP= A B C D E F G H• I J K L M N O P 1 1 1 1 1 1 1 1 1 1 1 1 1 Al d A 3x6- FP= 3x4 = 18-6-8 18-6-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 Q n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 360 Weight: 81 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) Q=47/18-6-8; AF=56/18-6-8, AE=142/18-6-8, AD=148/18-6-8, AC=146/18-6-8, AB=147/18-6-8, AA=147/18-6-8, Z=147/18-6-8, Y=147/18-6-8, X=147/18-6-8, W=144/18-6-8, U=145/18-6-8, T=146/18-6-8, S=149/18-6-8, R=137/18-6-8 Max HorzAF=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AF-AG=-50, AG-AH=-50, A-AH=-50, Q-Al=-42, P-AI=-42, A-B=-6, B-C= 6, C-D= 6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-1=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M7N=-6, N-O=-6, O-P=-6 BOT CHORD AE-AF=O, AD-AE=O, AC-AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=O, W-X=O, V-W=O, U-V=6, T-U=6, S-T=6, R-S=6, Q-R=6 WEBS B-AE=-131, C-AD=-134, D-AC=-133, E-AB=-133, G-AA=-133, H-Z=-133, I-Y=-133, J-X= 133, K-W=-133, L-U=-133, M-T=-133, N-S=-136, O-R=-125 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or,securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSIfrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT1 Job Truss Truss Type Qty Ply Centex-Orlando/3514 2ndlsk/5-19-3 53908744 ' FT01 FLOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:46 2003 Page 1. A B i C D E F _. G H I I J 3x6 FP= K L M N Scale-1:38.71 ;#I P • All 3x6 FP= 3x4 = 23-10-8 23-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00. U n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Mind/defl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT. CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 _ REACTIONS (lb/size) AN=56/23-10-8, U=47/23-10-8, AM=143/23-10-8, AL=148/23-10-8, AK=146/23-10-8, AJ=147/23-10-8, AI=147/23-10-8, AH=147/23-10-8, AG=144/23-10-8, AE=145/23-10-8, AD=147/23-10-8, AC=147/23-10-8, AB=147/23-10-8, AA=147/23-10-8, Z=147/23-10-8, Y=147/23-10-8, X=146/23-10-8, W=149/23-10-8, V=137/23-10-8 Max Horz AN=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AN-AO=-50, AO -AP_ 50, A-AP=-50, U-AQ=-42, T-AQ=-42, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-1=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-O=-6, O-P=-6, P-Q=-6, Q-R=-6, R-S=-6, S-T=-6 BOT CHORD AM-AN=O, AL-AM=O, AK-AL=O, AJ-AK=O, AI-AJ=O, AH=AI=O, AG-AH=O, AF-AG=O, AE-AF=6, AD-AE=6, AC-AD=6, AB-AC=6, AA-AB=6, Z-AA=6, Y-Z=6, X-Y=6, W-X=6, V-W=6, U-V=6 WEBS B-AM=-131, C-AL=-134, D-AK=-133, E-AJ=7133, F-AI=-133, G-AH=-133, H-AG=-133, I-AE=-133, J-AD=-133, K-AC. 133, M-AB=-133, N-AA=-133, O-Z=-133 P-Y=-133, Q-X=-133, R-W=-136, S-V=-125 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) 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 or 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT01 IF Job Truss Truss Type Qty Ply Centex-Orlando/3514 2nd/jsk/5-19-3 53908744 FT2 1,111310OR 8 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:46 2003 Page 1 1-3-0 , 1-7-12 „ 2-0-0 1-7-12 Scales 1:30. 1.5x3 II 1.50 = 3x4 = 1.5x3 11 1.5x3 = 3x6 = 3x6 FP= 3x4 = 1.5x3 11 1.5x3 11 3x4 = . 3x4 = 3x6 = 1.5x3 = A B C D E F G H I J K v 3 W W w w 9 v U Ell S A Q P O N M 3x4 = 3x6 = 3x4 = - 3x4 = 3x4 = 3x4 =3x6 FP= 3x6 = 3x6 = 8-3-4 , 2-9-0 5-3-0 8-1-12 10-442 13-3-8 15-9-8 , 18-6-8 , 18-6-8 Plate Offsets X Y : P:0-1-8 Ede Q:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.28 P-Q >784 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.38 P-Q >571 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 ocpurlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=996/0-3-8, T=1003/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD T-U=-38, U-V=-38; A-V=-38, L-W=-38, K-W=-38, A-13=0, B-C=-1801, C-D=-3003, D-E=-3003, E-F=-3745, F-G=-3745, G-H=-3745, H-1=-3026, I-J- 1838, J-K=-2 BOT CHORD S-T=1035, R-S=2539, Q-R=3439, P-Q=3745, O-P=3454, N-0=2569, M-N=2569, L-M=1078 WEBS B-T=-1406, J-L=-1432, B-S=1066, J-M=1057, C-S=-1027, I-M=-1018, C-R=644, 1-0=636, E-R=-606, H-0=-595, E-Q-375, H-P=356, F-Q=-190, G-P=-183 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of, size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard r Customer No: 11045 Customer Name: CENTEX HOMES. ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT2 Job Truss Truss Type Qty Ply Centex-Orlando/3514 2nd/jsk/5-19-3 53908744 ' FT5 FLOOR 2 1 Job Reference (optional) Universal Forest Products,lne., Burlington, NC 27215; Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:47 2003 Page 1. I 1-3-0 11� 2-0-0 1-1-4 Scale = 1:25. 1.5x3 II - 1.5x3 = 3x5 = 1.50.= - 3x4 = 3x4 = 3x4 1.50 11 3x4 = 1.5x3 = A a C D- E F3x4 — G H R 3 4 S o Y Q i P O N M L K J 3x4 = 3x4 = 3x4 = 3x4 = 1.5x3 11 3x4 = Us = 3x4 8-3-4 I 2-9-0 1 5-3-0 1 8-3-4 10-3-4 11-6-0 14-0-0 15-6-0 15-6-0 Plate Offsets X Y : F:0-1-8Ede H:0-1-8 Ede M:0-1-e Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 PlatesIncrease1.00 TC 0.62 Vert(LL) -0.23 M-N >791 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.32 M-N >567 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC'LL Min I/defl = 360 Weight: 79 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) P=835/0-8-0, 1=829/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD P-Q=-36, Q-R=-36, A-R=-36, 1-S=-828, H-S=-827, A-B=O, B-C=-1442, C-D=-2328, D-E= 2501, E-F=-2501, F-G=-1986, G-H=-822 BOT CHORD O-P=853, N-0=2016, M-N=2567, L-M=2501, K-L=2501, J-K=1528,-1-J=43 WEBS E-M=-42, F-L=197, B-P_ 1159, 6-0=819, C-O=-799, C-N=434, D-N=-333, D-M=-82, H-J=1059, G-J=-982, G-K=637, F-K=-742 NOTES (2) 1) Recommend 2x6.strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and, permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT5 7 Job Truss Truss Type Qty Ply Centex-Orlando/3514 2ndfjsk/5-19-3 53908744 ' FT7 FLOOR - 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 2721 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:47 2003 Page 1 . Scale - 1:32. 3x6 FP= A B C D E F G H 1 J K L M N O P O R 1 Ell Ell 11 Ell 1 1 1 1 1 1 S 1 11 1 1 10 q 3x6 FP= 20-6-0 20-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC ILL Min I/defl = 360 Weight: 90lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) S=-5/20-6-0, AJ=53/20-6-0, AI=146/20-6-0, AH=147/20-6-0, AG=147/20-6-0, AF=147/20-6-0, AE=147/20-6-0, AD=147/20.6-0, AC=147/20-6-0, AB=147/20-6-0, AA=147/20-6-0, Z=145/20-6-0, X=144/20-6-0, W=147120-6-0, V=145/20-6-0, U=152/20-6-0, T=108/20-6-0 Max Horz AJ=4(load case 1) Max UpliftS=-5(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=-48, A-AL=-48, S-AM=10, AM-AN=10, R-AN=10, A-B=-4, B-C=-4,.C-D= 4, D-E=-4, E-F- 4, F-G=-4, G-H=-4, H-I=-4, I-J=-4, J-K=-4, K-L=-4, L-M=-4, M-N=-4, N-O=-4, O-P=-4, P-Q=-4, Q-R=-4 BOT CHORD At-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=O, AD•AE=O, AC-AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=4, W-X=4, V-W=4, U-V=4, T-U=4, S-T=4 WEBS B-AI=-132, C-AH=-134, D-AG=-133, E-AF=-133, G-AE=-133, H-AD=-133, I-AC=-133, J-AB=-133, K-AA=-133, L-Z=-133, M-X=-133, N-W=-134, O-V=-132, P-U=-138, Q-T=-104 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint S. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:`53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT7 Job Truss Truss Type Qty Ply Centex-Orlando/3514 2nd/jsk/5-19-3 53908744' FT8 FLOOR 11 1 Job Reference (optional) Universal Forest Products,lnc., BurlingtgWA 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:4B 2003 Page 1. 1� 30 5x4 = 1.50 = 1.5x3= 3x5 = A B 1-4-8 2-0-0 _I 1�4_8 � 3x4 = 3x6 FP= 3x4 = 1.5x3 II 1.50 II 3x4 = 3x4 = c D E F O H I Scale . 1 5x4 = 1.5x3 = 3x5 = 1.50 J K Is MNOW al U T S 5x5 = 3x5 = 3x4 = R Q P O N 3x4 = 3x4 = 3x4 = 300 M1118H FP= 3x5 = n�n M 5x5 = 1.50 11 Seat Plate Here 1-6-0 4-0-0 6-6-0 1 9-1-8 11-4-8 14-0-0 16-6-0 19-0-0 20-6-0 20-6-0 Plate Offsets X Y : A:Ed e 0-1-8 K:0-1-8 Ede Q:0-1-8Ede R:0-1-8 Ed e LOADING (psf) -,SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.40 Q-R >607 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.55 Q-R >441 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.09 L n/a BCDL 5.0. Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0 00 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1107/0-8-0, V=1107/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1100, W-X=-1100, A-X=-1100, L-Y=-1100, Y-Z=-1100, K-Z=-1100, A-B=-1082, B-C=-2809, C-D=-3931, D-E=-3931, E-F=-4567, F-G=-4567, G-t , H-I_ 3931, I-J=-2809, J-K=-1082 BOT CHORD U-V=O, T-U=2093, S-T=3499, R-S=4336, Q-R=4567, P-Q=4336, O-P=3499; N-0=3499, M-N=2093, L-M=0 WEBS A-U=1471, K-M=1471, B-U=-1405, J-M=-1405, B-T=996, J-N=996, C-T=-960,.1-N=-960, C-S=601, I-P=601, E-S=-564, H-P=-564, E-R=301, H-Q-301, F-R=-171, G-Q--171 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSUTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific. building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT8 Job Truss Truss Type Oty Ply Centex-Orlando/3514 2nd/jsk/5-19-3 53908744' FT9 FLO(]$� 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5:000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:48 2003 Page 1. 1-3-0 i 1-5-0� 2-0-0 I' 1- Scale a 1:34.1 5x4 = 1.54 = 5x4 = 1.5x3 = - 3x5 = 3x4 = Us FP= 3x4 = 1-.5x3 II 1.50 II 3x4 = 3x4 = 3x5 = 1.50 = A B C D E F G H I J K x 3 w Y o Y W U T S R Q P O N M 1.50 II 5x5 = 3x5 = 3x4 = 30 = 3x4 = 3x4 = 3x10 M1118H FP= 5x5 = 3x4 = 3x5 = 9-3-8 i 1-6-0 4-0-0 6-6-0 9-2-0 11-5-0 14-1-0 16-7-0 1 19-1-0 20-7-0 20-7-0 Plate Offsets X Y :. A:Ed e 0-1-B K:0-1-8Ede Q:0-1-e Ede R:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.41 Q-R >595 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.56 Q-R >432 BCLL 0.0 Rep Stress Incr YES WB, 0.59 Horz(TL) 0.10 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LLMin I/deft = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-11-3 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1109/0-3-8, V=1115/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1108, W-X=-1108, A-X=-1108, L-Y=-1103, K-Y=-1102, A-B=-1091, B-C=-2834, C-D=-3973, D-E=-3973, E-F= 4634, F-G=-4634, G-H=-4634, H-I=-3995 I-J= 2869, J-K=-1141 BOT CHORD U-V=0' T-U=2110, S-T=3532, R-S=4387, Q-R=4634, P-0=4401, O-P=3561, N-0=3561, M-N=2152, L-M=57 WEBS A-U=1483, K-M=1474, B-U=-1417, J-M=-1407, B-T=1007, J-N=997, C-T=-971, I-N=-962, C-S=613, I-P=604, E-S=-576, H-P=-564, E-R=319, H-4-301, F-R=-177, G-Q--169 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing. where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req;05/21/2003 Draw No:53908744FT9 Job Truss Truss Type Qty Ply Centex- Orlando/3514 2ndfjsk/5-19-3 53908744 ' FT12 FLOOR 5 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:49 2003 Page 1 . 1-3-0 1-5-8 I 2-0-0 1 �6 1:28. Scale = 5x4 = 1.50 = - 5x4 = 5x4 = 1.5x3.= 3x4 = 3x4 =- 3x4 = 1.5x3 II 1.5x3 II 3x6 FP= 3x4 = 1.5x3 = A 8 C 71 D E F O H I J v 3 w q v U S R O P O N M L 1.5x3 II 5x4 = 3x4 = 3x6 FP= 3x4 = 3x4 = - 5x4 = 3x4 = 5x4 = 3x4 = 940 1-6-0 4-0-0 6-6.0 9-2-8 9*0 11-4-0 11r5-8 13-2-8 15-8-8 17-2-8 17-2-8 Plate Offsets X A:Ed a 0-1-8 J:0-1-8 Ede 11:0-1-8 Ede 0:0-1-8 Edgel LOADING (psf). SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -0.30 O-P >675 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.42 O-P >487 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 89 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-8-7 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) T=929/0-8-0, K=923/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD T-U=-925, U-V=-925, A-V=-925, K-W= 923, J-W=-922, A-B=-892, B-C=-2244,,C-D=-3031, D-E=-3095, E-F=-3095, F-G=-3095, G-H=-2250, H-I. 2250, -J=-939 BOT CHORD S-T=-O, R-S=1717, Q-R=2759, P-Q-2759, O-P=3228, N-0=3095, M-N=2798, L-M=1751, K-L=48 WEBS E-0=18, F-N=-485, A-S=1213, B-S=-1147, B-R=733, C-R=-716, C-P=378, D-P=-274, D-0=-169, J-L=1212, I-L=-1129, I-M=694, G-M=-762, G-N=704 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT12 Job Truss Truss Type I Oty I Ply 11Centex-Orlando/3514 2nd/jsk/5-19-3 - 53908744' FT13 FLOG_ Ft,`' 71 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:49 2003 Page 1 . A 8 C D LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr . YES BCDL 5.0 Code FBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP Not WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 E F G H J Scale - 1 K L 14-2-0 14-2-0 CSI DEFL in (loc) I/dell PLATES GRIP TC 0.05 Vert(LL) n/a n/a TL20 245/193 BC 0.01 Vert(TL) n/a n/a WB 003 Horz(TL) 0.00 M n/a (Matrix) 1st LC LL Min I/dell = 360 Weight: 63 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 9 v REACTIONS (lb/size) X=53/14-2-0, M=24/14-2-0, W=146/14-2-0, V=147/14-2-0, U=147/14-2-0, T=147/14-2-0, S=147/14-2-0, R=147/1.4-2-0, Q=147/14-2-0, P=145/14-2-0, 0=152/14-2-0,, N=116/14-2-0 FORCES (lb) - First Load Case Only TOP CHORD X-Y=-48, Y-Z=-48, A-Z=-48, M-AA=-19, AA-AB=-19, L-AB=-19, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=-3, G-H=-3, H-I=-3, i-J=-3, J-K=-3, K-L=-3 BOT CHORD W-X=3, V-W=3, U-V=3, T-U=3, S-T=3i R-S=31 Q-R=3, P-Q=3, 0-P=3, N-0=3, M-N=3 WEBS B-W=-133, C-V=-134, D-U=-133, E-T=-133, F-S= 133; G-R=-133, H-Q---134, I-P=-132, J-O=-138, K-N=-108 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face, or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on, edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT13 Job Truss Truss Type Qty Ply Centex-Orlando/3514 2nd/jsk/5-19-3 53908744' FT14 FLOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, 15, Jeff Kerr 5.000 s Feb 20 2003 MiTek industries, Inc. Mon May 19 14:15:50 2003 Page 1 . 1, 1r 3-0 0I_ 110 Scale = 1:23. 3x4 = - 3x4 = 1,50 = - 1.5x3 = 1.5x3 = 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x4 = 3x4 = 1.5x3 = A B C D E F G H T 0 9 S P O N M L 3x4 = K J 1.5x3 11 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 1.50 11 1-6-0 , 4-0-0 , 6-6-0 7-8-0 10-2-0 12-8-0 14-2-0 , 14-2-0 Plate Offsets X Y : H:0-1-8 Ede L:0-1-8 Ede M:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.10 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.13 M >999 BCLL 0.0 Rep Stress Incr ' YES WB 0.39 Horz(TL) 0.03 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) P=759/0-8-0, 1=759/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD P-Q=-753, Q-R=-753, A-R=-753, 1-$=-753, S-T=-753, H-T= 753, A-B=-707, B-C=-1709, C-D= 2152, D-E=-2152, E-F=-2152, F-G=-1709, G-H=-707 BOT CHORD O-P=O, N-0=1361, M-N=2029, L-M=2152, K-L=2029, J-K=1361, 1-J=0 WEBS H-J=961, A-0=961, G-J=-909, B-0=-909, G-K=484, B-N=484, F-K=-445, C-N=-445, F-L=167, C-M=167, D-M=-97, E-L=-97 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size, and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any.references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT14 Job Truss Truss Type Qty Ply Centex-Orlando/3514 2nd/jsk/5-19-3 53908744' FT15 FLOOR 6 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:50 2003 Page 1 . 1� 3_p� 0 10-12 , 2-0-0 Scale 1:32. = 5x4 1.5x3 = 3x4 = 5x4 = 1.5x3 = 3x6 FP= 3x4 = 3x4 = 1.50 11 1.5x3 11 3x4 = 3x4 = 3x4 = 1.5x3 = A B C D E F O H I J K x 3 W Y 9 a Pi W U T S R Q P O N M 1.5x311 5x5 = 3x4 = 3x4 = 3x4 = 3x4 = 3x10 MII18H FP= 3x4 = 5x5 = 3x4 = - 3x4 = 8-9-4 1-6-0 4-0-0 , 6-6-0 , 8-7-12 10-10-12 13-0-8 , 15-6-8, 18-0-8 19-6-8 , 1968 Plate Offsets XY : A:Ed e0-1-8 K:0-1-8 Ede Q:0-1-8 Ede R:0-1-8fd` e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.33 Q-R >692 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.46 Q-R >503 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 (Matrix) IstLC LL Min I/dell =360 Weight: 100lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1051/0-3-8, V=1058/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1051, W-X=-1051, A-X=-1051, L-Y=-1046, K-Y=-1045, A-B=-1029, B-C=-2654, C-D=-2654, D-E=-3673, E-F= 4166, F-G=-4166, G-H=-4166, H-1=-3692 -J=-2687, J-K=-1076` BOT CHORD U-V=-O, T-U=1989, S-T=3293, R-S_4030, Q-R=4166, P-Q=4041, O-P=3318, N-0=3318, M-N=2029, L-M=54 WEBS A-U=1399, K-M=1389, B-U=-1335, J-M= 1325, B-T=926, J-N=915, D-T=-888, I-N=-879, D-S=529, I-P=520, E-S=-497, H-P=-485, E-R=218, H-0-201, F-R=-148, G-0--139 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails., Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard v Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT15 Job Truss Truss Type 53908744 FT16 FLOOR Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 1 Job Reference s Feb 20 2003 MiTek Industr 4 2nd/jsk/5-19-3 Scale-1:10.I L K 1.5x3 = A 1.5x3 11 B 1.5x3 11 C 1.5x3 11 D 1.5x3 11 1.5x3 = 1.5x3 II LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 1.5x3 II E 1.5x3 = 1.5x3 = N 0 ti M 1.5x3 II 1.5x3 II 1.5x3 11 5-5-0 5-5-0 CSI DEFIL in (loc) I/deft PLATES GRIP TC 0.05 Vert(LL) n/a n/a TL20 245/193 BC 0.01 Vert(TL) . n/a n/a WB 0.03 Horz(TL) 0.00 F n/a (Matrix) 1 st LC LL Min I/defl = 360 Weight: 26 lb BRACING TOP CHORD Sheathed or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) J=57/5-5-0, F=61/5-5-0, 1=142/5-5-0, H=148/5-5-0, G=148/5-5-0 FORCES (lb) - First Load Case Only TOP CHORD J-K- 50, K-L=-50, A-L=-50, F-M=-54, M-N=-54, E-N=-54, A-B= 6, B-C=-6, C-D=-6, D-E=-6 BOT CHORD I-J=6, H-1=6, G-H=6, F-G=6 WEBS B-I=-130, C-H=-134, D-G=-135 NOTES (5) 1) Gable requires continuous bottom chord bearing. 2) Truss to be'fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss shall be fabricated per ANSIrrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard" Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job:3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT16 9 Job Truss Truss Type qy Ply Centex-Orlando/3514 2ndf)sk/5-19-3,. '83�08744 FT21 FLCrOR 9 1 Job Reference (optional) Universal Forest Products,lnc.,. Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 19 14:15:51 2003 Page 1. 1-3-0 1-7-12 , 2-0-0 ,Q-6-4 1-1-0 Scale = 1:39. 1.5x3 II 1.5x3 = 1.5x3 = 3x4 = 3x4 = 3x4 = 1.50 II- 3x4 = 3x4.= 3x4 = 3x6 FP= 5x4 = 5x6 = 1.5x3 II 3x4 = 3x6 = A 8 C D F G H I J K L11M. N A 3 1 0 AC AA Z Y X W V U T R O P O 3x4 = 3x4- = 3x4 = 3x4 = _ 1.5x3-1I 3x6 FP= 5x4 = 3x6 = 5x4 = 1.5x3 II 3x4 = 3x4 II 3x4 = 3x4 = 8-3-4 18-6-8 i 2-10-8 2-9-0 , 5-3-0 8-3-4 , 10-3-4 1 Q-11 r0 13-5-0 15-11-0 18-6-8 19-11-0 , 21-3-0 , 22-6-0 , 24-0-0 24-0-0 Plate Offsets X Y : F:0-1-8 Ede M:0-1-6 Ede R:0-1-8Ede Y:0-1-8Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL. 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.26 Y-Z >845 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.36 Y-Z >609 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 S n/a . -BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 126 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) AB=919/0-8-0, 0=-19/Mechanical, S=1706/0-3-8 Max Uplift0=257(load case 2) Max GravAB=919(load case 1), 0=233(load case 3), S=1706(load case 1) _ FORCES (lb) - First Load Case Only TOP CHORD AB-AC=-37, AC-AD=-37, A-AD=-37, N-0=-2, A-13=01 B-C=-1621, C-D=-2664, D-E= 3124, E-F=-3124, F-G=-2926, G-H=-2061, H-1=-681, I-J=-6811 J-K=1394, K-L=518, L-M=518, M-N=161 BOT CHORD AA-AB=944, Z-AA=2277, Y-Z=3002, X-Y=3124, W-X=3124, V-W=2587, U-V=1511, T-U=1511, S-T=-187, R-S=-1394, Q-R=-518, P-Q---518, O-P=0 WEBS E-Y=-116, F-X=148, K-S=-744, B-AB=-1282, B-AA=942, C-AA=-912, C-Z=5381 D-Z=-470, D-Y=149, J-S=-1607, J-T=1207, H-T=-1154, H-V=766, G-V=-731, G-W=472, F-W=-454, N-P=-214, K-R=1145, M-P=486, L-R= 364, M-Q=-382. NOTES (5-6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 0. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and 'requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building: Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) THA422: rIGHT end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT21 Universal Forest Products' Re: 53920063 Centex Homes Orlando 3514 D 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: 53920063 G1A 53920063 M413 53920063 1-1113 53920063 M4A 53920063 H1C 53920063 MGE4 53920063 HID 53920063 HIE 53920063 H1F 53920063 H1G 53920063 H1H 53920063 T2C 53920063 T2D 53920063 EJ7 53920063 EJ7A 53920063 G3C 53920063 HJ7 53920063 CJ5 53920063 CJ3 53920063 CA 53920063 MV2 53920063 MV4 53920063 MV6 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 22 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 2/5/2004 John M Presley License# 55II The seal on this drawing indicat7s acceptance of professional engineering responsibility solely for the truss components},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 Vax: (336) 476-9146 Job Truss Truss Type Qly Ply Centex-Orla 53920063 01A +t_yi HIP Cep 3;�lLSi�tis'tt � ram' : ` a F", rrr � �i s n ira4l �f ii a 1 wr - fN, - ;i d Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:14:53 2003 Page 1 0-p 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 40-0�0 + 1-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 1-0-0 Scale = 1:69. 5x8 TL20= 3x6 TL20= 2x3 TL2011 3x8 TL20= 3x6 TL20= 5x8 TL20= 5.00 12 C D E F G H Wi W1 W1 W1 B J `IIA Iv 0 6 5x7 TL20= O N M P L - K 5x7 TL20= 26 TL20 11 5x6 TL20= 7x8 TL20= 5x6 TL20= 2x5 TL2011 7-1-12 13-6-14 20-0-0 20-8112 26-5-2 32-10-4 40-0-0 7-1-12 6-5-2 6-5-2 0-8-12 5-8-6 6-5-2 7-1-12 Plate Offsets X Y: B:0-3-8 0-2-11 C:0-5-12 0-2-8 H:0-5-12 0-2-8 1:0-2-1 2 0-0-1 K:0-2-8 0-0-1 2 M:0-4-0 0-5-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.59 L-M >812 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -1.29 L-M >370 180 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.17 I n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 433lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. T3 2 X 4 SYP No.1, T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 SYP No.1 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=2669/0-3-8, 1=3360/0-3-8 Max Horz B=72(load case 4) Max UpliftB= 601(load case,3), 1=-866(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-6185, C-D=-9590, D-E=-12536, E-F=-12536, F-G=-12536, G-H=-11435, H-1=-7975, 1-J=26 BOT CHORD B-0=5633, N-O=5643; M-N=9590, M-P=11435, L-P=11435, K-L=7303, 1-K=7292 WEBS C-0=202, H-K=210, D-N=-1673, E-M=-589, G-L— 1388, C-N=43071 D-M=3228, G-M=1206, H-L=4510 NOTES (9) 1) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 123.51b up at 33-0-0 on top chord, and 1109.0Ib down and 355.61b up at 20-8-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 2) 2-ply truss to be connected together with 10d Common(,148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1,row at 0-9-0 oc. Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 123.51b up at 33-0-0 on top chord, and 1109.01b down and 355.61b up at 20-8-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98; 11Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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. 5) Provide adequate drainage to prevent water ponding. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at joint B and 866 lb uplift at joint I. 8) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 123.51b up at 33-0-0 on top chord, and 1109.01b down and 355.61b up at 20-8-12 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 9) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of 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-C=-60.0, C-E=-60.0, E-H=-130.6, H-J=-60.0, B-M= 20.0, K-M=-43.5, I-K=-20.0 Concentrated Loads (lb) Vert: H=-385.0 P=-1109.0 ndo%3514-ClsW10-7-3 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063G1 A , Job Truss Truss Type ay Ply Centex-Orlando/3514-Cfjsk/10-7-3 53920063, HiB HIP iA 1 2 , . wIM =41 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:14:55 2003 Page 1 1-0-fJ 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 4,1-0�0 1-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 1-0-0 - Scale = 1:69.6 5x8 TL20= 3x6 TL20= 2x3 TL2011 3x10 MII18H= 3x6 TL20= 5x8 TL20= 5.00 12 C D E F H TP TA W1 M W1 w1 wt B I dIA I' O o 5x7 TL20= 0 N M L K 5x7 TL20= 2x5 TL2011 5x6 TL20= 7x8 TL20= 5x6 TL20= 2x5 TL2011 " 7-1-12 13-6-14 20-0-0 26-5-2 32-10-4 40-0-0 7-1-12 6-5-2 6-5-2 6-5-2 6-5-2 7-1-12 Plate Offsets X Y: B:0-3-8 0-2-11 C:0-5-12 0-2-8 H:0-5-12 0-2-8 W-2-12 0-0-1 K:0-2-8 0-0-12 M:0-4-0 0-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.68 M >701 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -1.33 M >358 180 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WS 0.68 Horz(TL) 0.18 1 n/a n/a. BCDL 10.0 COdeFBC2001/ ,PI2002 (Matrix) Weight: 433 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 6 SYP No.1 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=3428/0-3-8, 1=3428/0-3-8 Max Horz B=72(load case 4) Max UpliftB_ 1001(load case 3), 1=-1044(load case 3) FORCES (lb) - First Load Case Only . TOP CHORD A-B=26, B-C=-7977, C-D=-11117, D-E=-12308, E-F=-12308, F-G=-12308, G-H=-11117, H-I=-7977, 1-J=26 BOT CHORD B-0=7295, N-0=7313, M-N=11117, L-M=11117, K-L=7313, 1-K=7295 WEBS C-0=343, H-K=343, D-N=-1398, E-M=-814, G-L=-1398, C-N=4152, D-M=1305, G-M=1305, H-L=4152 NOTES (11) 1) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 296.91b up at 33-0-0, and 385.OIb down and 296.91b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 2) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 296.91b up at 33-0-0, and 385.01b down and 296.91b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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. 5) Provide adequate drainage to prevent water ponding. 6) All plates are M1120 plates unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001 lb uplift at joint B and 1044 lb. uplift at joint I. 9) Girder carries hip end with 7-0-0 end setback 10) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 296.91b up at 33-0-0, and 385.O1b down and 296.91b up at 7-0-0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 11) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=-60.0, C-H=-130.6, H-J=-60.0, 134=43.5 Concentrated Loads (lb) Vert: C=-385.0 H=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063H1 B Job Truss Truss Type Qty ply Centex-Orlando/3514-Clsk/10-7-3 539200E3 1-11C ROOF USS• x 2���'my Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 2 2215, Jeff Kerr 5.1 00 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:14:56 2003 Page 1 01 5-8-13 9-0-0 16-5.9 23-6-7 31-0-0 35 2 2 40 0 0 4,1 010 1-0-0 5-8-13 3-3-3 7-5-9 7-0-14 7-5-9 4-2-2 4-9-14 1-0-0 Scale = 1:70: 5x6 TL20= 3x6 TL20= 5x8 TL20= 5x6 TL20= 5.00 12 D E F 2x3 T1-20� T9G C - 2x3 T1-20 � . - 1 2 W 1 H 4 W .i] A BPi E 1 J 3x7 TL20= O N M L K3x7 TL20= 300 M1118H= 3x6 Tt20= 3x8 TL20= 3x8 TL20= 300 M1118H= 9-0-0 20-0-0 31-0-0 40-0-0 9-0-0 11-0-0 11-0-0 9-0-0 Plate Offsets X Y: D:0-3-0 0-2-4 F:0-4-0 0-3-0 G:0-3-0 0-2-4 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.51 DEFL in (loc) I/defl Ud Vert(LL) M PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.92 -0.35 >999 240 Vert(TL) -1.05 K-M >453 180 M1118H 195/188 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.26 1 n/a, n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 187lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-O, F-K REACTIONS (lb/size) B=1657/0-3-8, 1=1657/0-3-8 Max Horz B=85(loadcase 4) Max UpliftB= 295(load case 2), 1=-295(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3480, C-D=-3240, D-E=-3000, E-F=-4159, F-G=-3003, G-H=-3253, H-1=-3495, I-J=22 BOT CHORD B-0=3135, N-0=4059, M-N=4059, L-M=4057, K-L=4057, I-K=3164 WEBS C-0=-202, D-0=880, E-0=-1192, E-M=148, F-M=150, F-K=71188, G-K=846, H-K=-212 NOTES ' (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint B and 295 lb uplift at joint I. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 35,14 EL.D Date Req:10/10/2003 Draw No:53920063H1 C Job Truss Truss Type ay Ply Centex-Orlando/3514-Clsk/10-7-3 53920063 H1D �1k!.w , 1',Fk K'P jHIF' pUgar Z 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:14:57 2003 Page 1 1-0_p 6-8-6 ' 11-0-0 17-0-0 23-0-0 29-0-0 33-3-10 , 40-0-0 4,1-0,0 1-0-0 6-8-6 4-3-10 6-0-0 6-0-0 6-0-0 4-3-10 6-8-6 1-0-0 Scale a 1:70. 5x6 TL20= 5x8 TL20= 5x6 TL20= 5.00 F12 D E F G 2x3 TL20 11 2x3 TL2011 C H W W2 W3 Wi W 4 1� 6 3x7 TL20= P O N M L K 3x7 TL20= 300 Mill 8H= Us TL20= 300 M1118H= 6-8-6 17-0-0 23-0-0 33-3-10 40-0-0 6-8-6 10-3-10 6-0-0 10-3-10 6-8-6 Plate Offsets X Y: D:0-3-0 0-2-4 F:0-4-0 0-3-0 G:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.27 M-N >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.92 K-M >520 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.21 1 n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 196lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1657/0-3-8, 1=1657/0-3-8 Max Horz B=100(load case 4) Max UpliftB=-291(load case 4); 1=-291(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3525, C-D=-3481, D-E=-3383, E-F=-3383, F-G=-3383, G-H= 3481, H-I=-3525, I-J=22 BOT CHORD B-P=3166, O-P=2704, N-0=2704, M-N=3383, L-M=2704, K-L=2704, 1-K=3166 WEBS C-P=-286, H-K=-286, D-N=857, E-N=-363, E-M=-1, F-M=-363, G-M=856, D-P=677; G-K=677 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp. 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 M1120 plates unless otherwise indicated. 5) All plates are 3x6 TL20 unless otherwise indicated. 6) This truss requires plate inspection per.the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 lb uplift at joint B and 291 lb uplift at joint 1. 8) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered, at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063H1 D Job Truss Truss Type Oly Ply Centex-Orlando/3514-Cfjsk/10-7-3 53920063 HIE Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:14:57 2003 Page 1 7-1-3 13-0-0 27-0-0 32-10-13 V P-p 40-0-0 0 --0-1 1-0-0 7-1-3 5-10-13 14-0-0 5-10-13 7-1-3 1-0-0 Scale 1:70., 5x6TL20= 5x6 TL20= D E F T9 5.00fT2— C W2 I V W2 3 Cr 4 W dI A B H 0 W TL20= N M L K J 3x7TL20= WO M1118H= 3x8 TL20= 3x6 TL20= 3x6TL20= 3x10 M1118H= 11-0-3 20-0-0 28-11-13 40-0-0 11-0-3 8-11-13 8-11-13 1 1-0-3 Plate Offsets (X,Y): [D:0-3-0,0-2-41, [F:0-3-0,0-2-4], fG:0-0-6,0-0-12], [H:0-0-6,0-0-21, [K:0-5-0,0-0-41 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.23 L >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0 * 80 B-N >598 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WEI, 0.24 Horz(TL) 0.20 H n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) - Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1657/0-3-8,H=1657/0-3-8 Max Horz B=1 15(load case 4) Max UpliftB=-319(load case 4), H=-319(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3399, C-D=-3039, F-G=-3039, G-H=-3399, H-1=22, D-E=-2942, E-F=-2942 BOT CHORD B-N=3075, M-N=2567, L-M--2567, K-L=2567, J-K=2567, H-J=3075 WEBS C-N=-416, G-J=-4116, E-L=-432, F-L=476, D-L=476, D-N=501, F-J=501 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11 Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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 M1120 plates unless otherwise indicated. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint B and 319 lb uplift at joint H. 8) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard V Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063H1E Job Truss Truss Type Qy Ply Centex-Orlando/3514-Cfjsk/10-7-3 53920063 H1F Mai C 0,00J N�_ ffl, t2 1 ' Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16A4:58 2003 Page 1 -1-0-p 7-1-3 ' 15-0-0 25-0-0 32-10-13 40-0-0 1-0i0 1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 Scale =1:70. 5x6 TL20= 5x6 Tt20= 5.00 12 2x3 TL2011 D E F TA 5x8 T1-20 � 5x8 TL20 C w 2 w 3 G 4 w A B H ]a o 3x7 TL20= N M L K J 3x7 TL20= 300 MII18H= 3x8 TL20= 3x6 TL20= 3x6TL20= 300 WNW= 11-0-3 20-0-0 28-11-13 40-0-0 11-0-3 8-11-13 8-11-13 11-0-3 Plate Offsets X Y: C:0-4-0 0-3-0 D:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 H:0-0-6 0-0-2 K:0-5-0 0-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.21 L >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.78 B-N >614 180 TL20 245/193 BCLL. 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.20 H n/a n/a BCDL 10.0 CodeFBC2001/fP12002 (Matrix) Weight: 194lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-3 cc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-4 cc bracing. WEBS 2 X 4 SYP No.3, REACTIONS (lb/size) B=1657/0-3-8, H=1657/0-3-8 Max Horz B=131(load case 4) Max UpliftB=-317(load case 4), H= 317(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3421, C-D=-3025, F-G=-3025, G-H=-3421, H-1=22, D-E= 2522, E-F=-2522 BOT CHORD B-N=3100, M-N=2375, L-M=2375, K-L=2375, J-K=2375, H-1=3100 WEBS C-N=-495, G-J=-495, E-L=-212, F-L=236, D-L=236, D-N=615, F-J=615 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11 Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumb'er DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint H. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to.a,specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard �1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063H1 F JOD I cuss Truss Type qy Ply Cente x-Orlando/3514-C/jsk/10-7-3 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514" EL.D Date Req:10/10/2003 Draw No:53920063H1 G Job - Truss. ---- -- Truss Type Qty Ply Centex-Orlando/3514-CfjsWi0-7-3 53920063 H1H GO n ON 2 1 F " . :diPT=a TSt�Irw�'ea+l'';fv Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:14:59 2003 Page 1` 1-0-p 7-1-3 13-7-2 19-0-0 2170-0, 26-4-14 32-10-13 40-0-0 4,1-010 1-0-0 7-1-3 6-5-15 5-4-14 2-0-0 5-4-14 6-5-15 7-1-3 1-0-0 Scale = 1:70. 5x6 TL20= 5.00 r 12 5x6TL20= E F 5x8 TL20 � 5x8 TL20- D G 2x3 TL200 1 2x3 TL20 i C W W2 W2 3 H 4 W 6 I J A Al o ty 0 3x7 TL20= O N M L K 3x7 TL20= 3x10 M1118H= 5x12 TL20= 3x6 TL20= 3x6 TL20= 3x10 M1118H= 11-0-3 20-0-0 28-11-13 40-0-0 11-0-3 8-11-13 8-11-13 11-0-3 Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-00-2-4 G:0-4-0 b-3-0 H:0-0-6 0-0-1 2 1:0-0-6 0-0-2 L:0-5-0 0-0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.21 M >999 240 M1118H 195/188 TCDL 10.0 Lumber Increase 1.25 _ BC 0.78 Vert(TL) -0.79 B-O >605 180 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.20 1 n/a n/a BCDL 10.0 CodeFBC2001/FP12002 (Matrix) Weight: 207lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt G-M, D-M REACTIONS (lb/size) B=1657/0-3-8, 1=1657/0-3-8 Max HorzB=161(load case 4) Max UpliftB=-302(load case 4), 1=-302(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3408, C-D=-3032, D-E— 2153, F-G=-2153, G-H=-3032, H-1=-3408, I-J=22, E-F=-1998. BOT CHORD B-0=3084, N-0=2509, M-N=2509, L-M=2509, K-L=2509, I-K=3084 WEBS C-0=-444, D-0=530, G-K=530, H-K=-444, E-M=597, F-M=597, G-M=-779, D-M=-779 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint B and 302 lb uplift at joint I. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design: Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO , Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063H1 H god I russ I cuss Type Qty ply Centex-Orlando/3514-Clsk/10-7-3 53920063 T2C AOFIJx:e�u c� r'FRlra� ag5 k�LY3z,; . Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:15:04 2003 Page 1 -1-0-0 7-5-10 10-4-0 13-2-6 20-8-0 21-8-0 1-0-0 7-5-10 2-10-6 2-10-6 7-5-10 1-0-0 Scale -1:36. 5x4 TL20= D 2x3 TL20\\ 2x3 TL20% 5.00 12 C E 2 w B F GI. 3x5TL20= H 3x5 TL20= 5x8 T120= i0-4-0 20-8-0 10-4-0 10-4-0 Plate Offsets X Y: E:0-0-13 0-0-12 F:0-1-6 0-0-2 H;0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.10 B-H >999 240 TL20 245/193 TCDL 10.0 Lumber Increase . 1.25 BC 0.70 Vert(TL) -0.43 B-H >569 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.05 F n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 85lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4 6-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=884/0-3-8, F=884/0-3-8 Max Horz B=95(load case 4) Max UpliftB=-186(load case 4), F=-186(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1472, C-D= 1152, D-E=-1152, E-F=-1472, F-G=22 BOT CHORD B-H=1283, F-H=1283 WEBS C-H=-419, D-H=864, E-H= 419 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11 Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and tight exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint B and 186 lb uplift at joint F. 5) Truss shall be fabricated per ANSIfTPI 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 and not replace erection 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. e LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063T2C Job Truss Truss Type r, l�1M � 1Y � 8 Ply Centex-Orlando/3514-Cfjsk/10-7-3 53920063 i T21) ROOFIRUSS 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inca Tue Oct 07 16:15:05 2003 Page 1 -1 -0-0 7-5-10 10=4-0 13-2-6 20-8-0 1-0-0 7-5-10 2-10-6 2-10-6 7-5-10 Scale=1:36.1 5x4 TL20= D 2x3 TL20\\ 2x3 TL20ii 5.00 F12 C E _ 2 w F B 30 TL20= C' 3x5 TL20= 5x8 TL20= 10-4-0 20-8-0 10-4-0 10-4-0 Plate Offsets X Y: B:0-1-6 0-0-2 E:0-0-13 0-0-12 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.12 F-G >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.45 F-G >544 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.05 F n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 84lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) F=813/0-3-8, B=886/0-3-8 Max Horz B=102(load case 4) Max UpliftF=-130(load case 5), B=-186(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C— 1477, C-D=-1158, D-E= 1159, E-F=-1464 BOT CHORD B-G=1289, F-G=1294 WEBS C-G=-419, D-G=872, E'G=-426 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 11Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category il; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 130 lb uplift at joint F and 186 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard /1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D , Date Req:10/10/2003 Draw No:53920063T2D r -Orlando/3514-C/)sk/l 0-7-3 Job Truss Truss Type 53920063 EJ7 ROOrTRL Universal Forest Products,lnc., Burlington, NC�7215 Jeff'Ker -1-0-0 U4 TL20= Oty Ply C 18 ��rYt s ;r Jc 100 s Mav 30 2003 7-0-0 ference (optional) >k Industries, Inc. Tue Oct 07 16:14:52 2003 Page 1 Scale- 1:15. b-11-4 6-11-4 7- -0 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.20 A >69 180 - BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/fP12002 (Matrix) Weight: 23lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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=198/Mechanical, B=346/0-3-8, D=68/Mechanical Max Horz B=146(load case 4) Max UpliftC=-124(load case 4), B=-94(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=62 BOT CHORD B-D=0 NOTES (4) 1) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint C and 94 lb uplift at joint B. 4) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D ' Date Req:10/10/2003 Draw No:53920063EJ7 Job Truss Truss Type Qly Ply Centex-Orlando/3514-Cfjsk/10-7-3 53920063 EJ7A ROOF -RUSS Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerf"nnIffA y � 5.100 s May 30 2003 MiTek Industries. Inc." Tue Oct 07 1-0-0 , 7-0-0 20 TL2011 6-11-4 7 Scale - 1:15. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.11 B >274 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.31 A >39 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.09 D n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 25lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD" Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 - REACTIONS (lb/size) D=80/Mechanical, E=3/Mechanical, F=532/0-3-8 Max Horz F=146(load case 4) Max UpliftD=-57(load case 4), F=-210(load case 4) Max GravD=80(load case 1), E=37(load case 4), F=532(load case 1) FORCES (lb) First Load Case Only TOP CHORD A-13=21, B-C=63, C-D= 72 BOT CHORD B-F=O, E-F=0 WEBS C-F=-347 NOTES (4) 1) Wind: ASCE 7-98; 11 Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60plate grip DOL=1.33. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint D and 210 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 accuracy of the design information as it may relate; to a specific building. Any references to job names and locations are for administrative,purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539200-63 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063EJ7A Job Truss Truss Type Oty Ply Centex-Orlando/3514-C/)sk/10-7-3 53920063 G3C ROOF' TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215-Jeff°Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:14:54 2003 Page 1 7-0-0 7-0-0 2x3 TL2011 Scale -1:16. B 5.00 F12 W1 T1 A 81 5x5TL20_. E C 3x6 TL2011 2-4-0 7-0-0 2-4-0 4-8-0 Plate Offsets. X Y : A:0-1-12 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.04 A >823 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Veit(TL) 0.06 A >458 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) -0.00 D n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 36lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-0 oc purlins. BOT CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) C=345/Mechanical, D=1109/0-3-8 Max Horz C=115(load case 4) ' Max UpliftC= 93(load case 5), D=-210(load case 4) FORCES (lb) - First. Load Case Only TOP CHORD A-B=61 BOT CHORD A-D=O, D-E=0, C-E=0 WEBS B-C— 206 NOTES (4-5) 1) Wind: ASCE 7-98; 11Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93.lb uplift at joint C and 210 lb uplift at joint D. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5) H28R: Right end may be attached to 2x6 So.Pine BC of one or more ply girder truss with, Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60.0, A-D=-20.0, D-E= 434.0, C-E= 20.0 Customer No: 11045 Customer. Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063G3C uoo I russ I russ Type 53920063 HJ7 ENDJACK TRUSS Universal Forest Products,lnc., Burlington, NC 27215 �JWWF Oty,,u Ply Centex-Orlando/3514-Cfjsk/10-7-3 V �1 Wta`�� :> ''tax 3 1 ' Job Reference (optional) 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:15:02 2003 Pace—1 .1-b-6 i 5-3-1 4 1-6-8 5-3-14 B 3x4 TL20= 4-6-3 i 3.54 12 3x4 TL20 C 1 W2 W1 G 20 TL2011 Scale =1:18 D F-1 F E 3x3 T1-20zz� 5 3 14 9-9-5 . 9- 5-3-14 4-5-7 0-0-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in 'oc)I/dell Ud PLATES GRIP TCLL 20.0 TCDL 10.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.03 F-G >999 240 TL20 245/193 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.09 F-G >999 180 BCLL 0.0 Rep Stress liicr NO WB 0.30 Horz(TL) 0.01 E n/a 'n/a BCDL 10.0 CodeFBC2001fTP12002 (Matrix) Weight: 41 'Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=435/0-3-8, E=387/Mechanical, D=243/Mechanical Max Horz B=186(load base 4) Max UpliftB=-187(load case 2), E=-46(load case 4), D_ 165(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=24, B-C=-901, C-D=50 BOT CHORD B-G=845, F-G=845, E-F=0 WEBS C-G=157, C-F=-905 NOTES (4) 1) Wind: ASCE 7798; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint B, 46 lb uplift at joint E and 165 lb uplift at joint D. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60.0 Trapezoidal Loads (plf) Vert: 6=0.0-to-E=-49.5, B=-2.2-to-D— 148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job 3514 EL.D Date Req:10/10/2003 Draw N6:53920063HJ7 G Ply Centex-Orlando/3514-C(sk/l0-7-3 1 Job Truss Truss Type my 53920063 CJ5 ROOF TRUSS 6 Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 07 16: 2003 Pagel = 1:11.1 3x4TL20= __ 4-10-15 1 4-1.1,11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.06 A >237 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 17jb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied' or 10-0-0 oc bracing. REACTIONS (lb/size) C=135/Mechanical, B=268/0-3-8, D=48/Mechanical Max Horz B=110(load case 4) Max UpliftC=-84(load case 4), B=-86(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=42 BOT CHORD B-D=0 NOTES (4) 1) Wind: ASCE 7-98; 11Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint C and 86 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOADCASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/1012003 Draw No:53920063CJ5 Job Truss Truss Type 53920063 CJ3 ROOFK BUSS Universal Forest Products,lnc., Burlington, NC 2721510eff K, mAN& Oty Ply Centex-Orlando/3514-C(sk/10-7-3 S Oct 07 16:14:52 2003 A �ax4 Tl3d— 2-10-15 2-11,11 2-10-15 0-0-12 Scale = 1:7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 B-D >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 COdeFBC2001lfP12002 (Matrix) Weight: 11lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=69/Mechanical, B=194/0-3-8, D=28/Mechanical Max Horz B=75(load case 4) Max UpliftC=-41(load case 4), B=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=21 BOT CHORD B-D=0 NOTES (4-5) 1) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the.Tdoth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint C and 80 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within .4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5) LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063CJ3 rus r _ 153920063 lCil s I ROOT irTf3l3SS& -F -- Oty I Ply I Gentex-Orlando/3514-C/jsk/10-7-3 0 Job Reference A s Oct 07 16:14:51 2003 Page 1 Scale -1:4. 0-10-15 0- i-i1 3x4 TL2V, 0-15 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES. GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.00 A >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TPl2002 (Matrix) Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD. 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=133/0-3-8, E=9/Mechanical, C=O/Mechanical Max Horz B=44(load case 4) Max UpliftB=-83(load case 4), C= 4(load case 3) Max GravB=133(load case 1), E=9(load case 1), C=7(load case 2) FORCES (lb) - First Load Case Only - TOP CHORD A-B=21, B-C=-26, C-D=-4 BOT CHORD B-E=0 NOTES (4) 1) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint B and 4 lb uplift at joint C. 4) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063CJ1 r Job Truss Truss Type OI PI Centex-Orlando/3514-Clsk/10 7-3 I I I vp I v I v I 1 53920063 MV2 ROOF TRUSS '40,°r r iv g 1 °"�� "a75ta} Job Reference lootionall s 07 16:15:03 2003 v 0 0 1-9-14 B 1-9-14 1-9-14 1-9-143x4 TL20 Scale = 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.01 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCDL 10.0 CodeFBC2001riP12002 (Matrix) Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORb Structural wood sheathing directly applied or 1-9-14 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=31/1-9-14, C=31/1-9-14 Max Horz A=19(load case 3) Max UpliftA=-5(load case 4), C=-9(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=9, B-C=-23 BOT CHORD A-C=0 NOTES (5) 1) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint A and 9 lb uplift at joint C. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063MV2 r- Job TrussTruss Type Oty Ply Centex-Orlando/3514-CQsk/10-7-3 53920063 MV4 ROWr''Ti<.USS y. e,_ , 151 {vi N.%VY-'1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:15:03 2003 20 TL2011 3-9-14 13 3-9-14 Scale: 3-9-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud . PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 12lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=120/3-9-14, C=120/3-9-14 Max Horz A=56(load case 3) Max UpliftA=-22(load case 4), C=-32(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=28, B-C=-90 BOT CHORD A-C=0 NOTES (5-6) 1) Wind: ASCE 7-98; 11Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint A and 32 lb uplift at joint C. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063MV4 Job Truss Truss Type Oty Ply Centex-Orlando/3514-C(sk/10-7-3 r 53920063 MV6 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215,'Jeff'Kerr --'— "`- 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:15:04 2003 Page a a 0 5-9-14 5-9-14 2x3 TL2011 Scale = 1: B 3x4 T1-20 o� 2x3 TL2011 5-9-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 20lb . LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=200/5-9-14, C=200/5-9-14 Max Horz A=94(load case 3) Max UpliftA=-37(load case 4), C=-54(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=46, B-C=-150 BOT CHORD A-C=0 NOTES (5) 1) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint A and 54 lb uplift at joint C. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard , Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063MV6 Job Truss Truss Type Qy Ply Centex-Orlando/3514-Clsk/l0-7-3 53926063 M4B MMO TRUSS ` 2 1 Job Reference o lional Universal Forest Products,lnc., Burlington, NC 2721.5, J ff Ke[r qjmvn Ktgawmt'M' 5r100 s May302003 MiTek Industries, Inc. Tue Oct 07 16:15:02 2003 Page 1 -1-0-0 5-5-1 0 9-4-0 1-0-0 5-5-10 3-10-7 Scale = 1:17. 2x3 TL2011 D i 3.00 F12 2x3 TI20z C wt 19 e T1 B 81 l E 5x4 TL20= 3x4 TL20= 9-2-8 9 4 0 9-2-8 0-1-8 Plate Offsets X Y: B:0-0-12 0-1-8 E:Ed a 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.02 B-E >999 240 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.23 B-E >476 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 E n/a n/a BCDL 10.0 CodeFBC2001/TP12002 (Matrix) Weight: 39lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=435/0-3-8, E=357/0-1-8 Max Horz B=108(load case 3) Max UpliftB— 134(load case 2), E=-85(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=13, B-C= 660, C-D=-124, D-E=-82 BOT CHORD B-E=615 WEBS C-E=-555 NOTES (6) 1) Wind: ASCE 7-98; 11Omph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint B and 85 lb uplift at joint E. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063M4B Job Truss Truss Type Oly Ply Centex-Orlando/3514-Cfjsk/10-7-3 53920063 M4A MONO TRUSS 7 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215; Jeff-.Ke r ' `y r' w �' 5.100 s May 30 2003 MiTek Industries, Inc. Tue Oct 07 16:15:02 2003 Page 1 i -1-0-0 7-0-0 1-0-0 7-0-0 Scale =1:13. 2x3 TL2o I I C 3.00 12 wt d, T1 B B1 I D 2x3 TL2011 3x4 TL20= 6-10-8 7F010 , 6-10-8 0-1-8 Plate Offsets X Y : B:0-0-12 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.18 A >75 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 D n/a n/a BCDL 10.0 COdeFBC2001/fP12002 (Matrix) Weight: 25lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8=343/0-3-8, D=262/0-1-8 Max Horz B=82(load case 3) Max UpliftB=-115(load case 2), D=-61(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=13, B-C=39, C-D=-195 BOT CHORD B-D=0 NOTES (6) 1) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint B and 61 lb uplift at joint D. 6) Truss shall be fabricated per ANSI/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063M4A Job Truss Truss Type Oly 53920063 MGE4 MONO TRUSS 1 7 `04AWN Universal Forest Products,lnc., Burlington, NC 27215, Jeff'Kefr` ` u`� — 5.100 s -1-0-0 7-0-0 1-0-0 7-0-0 3x4 TL20= 6-10-8 Ply Centex-Orlando/3514-C(sk/l0-7-3 R Job Reference (optional) iy 30 2003 MlTek Industries, Inc. Tue Oct 07 16:15:03 2003 Page 1 i Scale - 1:12. D LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a - n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.04 A >339 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 E n/a n/a BCDL 10.0 CodeFBC2001/TPI2002 (Matrix) Weight: 26lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=230/7-0 0, E=-23/7-0-0, F=401l7-0-0 Max Horz B=82(load case 3) Max UpliftB=-83(load case 2), E=-23(load case 1), F=-97(load case 2) Max GravB=230(load case 1), E=7(load case 2), F=401(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=13, B-C=42, C-D=-31, D-E=15 BOT CHORD B-F=O, E-F=O WEBS C-F=-297 NOTES (8) 1) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.Opsf; BCDL=6.Opsf; Category Il; Exp 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) Truss designed for wind loads in the plane of the truss only. 3) All plates are 2x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc.' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint B, 23 lb uplift at joint E and 97 lb uplift at joint F. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53920063 Contractor/Job: 3514 EL.D Date Req:10/10/2003 Draw No:53920063MGE4 Wed was erov•e lKo« HELD BACK 1" Q w o AN SECLM HIW.,4 O F/QI STAOPM.iBACIf$ SPACm� IY iAECOWE11Cm TD y 1M�M w�CF�F(�m FRE Asmftx , F P9 n 60-0-0 ? �� 20-8-8 G7 O 0 zlno� zoo * V, a CO N J J d Q 8 W 0-z. 1 X Cjrd W za-0 � Q U S Jir Qw L' d O 7' LCD J ET Im Ix W w �- � r O � ate. o � w N 4' bath duct to roof cap' w/fan-light 3' bath duce to roof cap w/fan 12x 3.0 TON W/l0KW @240V IPH 1843 plen 22xl4 rad platform by btdr 3' bath duct to roof cap w/fan i C A C AAM ARU CALCU ATIOn dryer watt cap TUTAL to COVCWD ENTRri 12_ SF a ae iN Tam NNW. SECOND FLEIC2 PLAN. FIRST F'LOM PLAN RA IIH e e = musz nave a Pan"uw ctearance of 4 inches around the air handler per the State Energy code. Ail duct has an r=6 insulation value. scale N � 3' bath duct to roof cap w/fan 'J rc v 1L 5 3 Ci in z _O V_i (U �:> O (Y-) LU W1-' -'I- CD Q O \ O \ 0 U 42X42 A C SLAB BY BLDR MIN XX 2' FROM WALL LL— LO (� (y) W X L>_J __J CD F— W EJ e zR �� W � U 5 Go Rating z0 N m .. > Z. L—) _3 O m 1z -j D cn Q CK 0 0 CAULK BETWEEN ONE.BY WOOD CONCRETE OR WOOD BUCK & BUCK BY OTHERS MASONRY OPENING MAS•Y. OPENING BY OTHERS BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK 1_I/q MIN. c EMBEDMENT c STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYPJ (WI] WI DO.W HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS I INSTALLATION ANCHOR 3/16' DIA. TAPCON I SHIM AS REO'D 1/4' MAX. (SEE NbTES)- FLANGE TYPE WINDOW FRAME HEADER GLASS CTYP.) (SEE NOTES) FLANGE TYPE WINDOW. FRAME SILL B.W. (BUCK WIDTH) INSTALLATION ANCHOR ONE .BY WOOD 3/16' DIA..TAPCON BUCK BY OTHERS -� SHIM AS REQ'D. \ RIGID VINYL 1/4MAX. GLAZING BEAD (SEE NOTES). (I.YP.) GLASS (TYR.)(SEE NOTES) FLANGE TYPE 1-1/4' MIN. EMBEDMENT D STUCCO BY ETHERS a WINDOW FRAME JAMB / CAULK BETWEEN o WINDOW FLANGE PERIMETER & WOOD BUCK CAULK BY OTHERS W.W. (WINDOW WIDTH) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK & MAS'Y.- OPENING BY OTHERS SECTION B-B CONCRETE OR MASONRY OPENING BY OTHERS 1 4 _e N W.W. �I PRECAST SILL a a ; BY OTHERS A B C SECTION A -A NOTES: 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE �• �'d SHIM STACK TO BE 1/4- D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063" 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE / 'C MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE.. / 4) USE SILICONIZEO ACRYLIC CAULK . BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH K VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. `� B B 5) USE OED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOROF F G 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE., FOR THE APPROPRIATE DESIGN PRESSURE REO'D. f•�V 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS' OF ASTM E1300 GLASS CHARTS. Q TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 7OPSF 30PsF TO 40PSF 41 PSF TO 70PsF SIZE SIZE 12 18 1/8 x 25 B 8 B F,G F,G F.G F,G 13 IS 1 /B x 37 3/8 8 8 F,G F.G 14 I 1/8 x 49 5/8 B 8 F,G F,G 1.45 18 1/8 x 55 1/4 8 F.G - F.G .15 18 1/8 x 62 8 8 B B F,G F,G,H.1 16 17 18 1/8 x 71 18 1 e X 83 8 8 F,G F.G.J,K 1H277- 25 1/2 x 25 B 8 F,G F,G F.G F,G 11-13 25 1/2 x 37 3/8 B 8 8 F,G F,G,H,I 1H4 25 1/2 x 49 5/8 8 8 B F,G F,G,H,1 1H45 25 1/2 X 55 1/4 8 8 F,G F,G.H,I 1H5 11-16 25 1/2 X 62 25 1/2 x 71 B 8 F,G F,G,H.I 1H7 25 1/2 X 83 8 8 F,G.J,K F,G.J.K 30 1/2 x 26 29 1/2 X 25 8 8 8 . F,G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 6 F,G F.G.H.I 30 1/2 x 50 5/8 29 -r/2 X 49 5/8 8 8 F.G F,G,H,I 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 8 8 F.G F,G,H.I 30 1/2 x 63 29 1/2 X 62 6 6 8 F,G,H:I F,G,H,1 30 1/2 x 72 29 1/2 x 71 8 F.G.J.K F,G.J.K 30 1/2 x 84 29 1/2 X 83 B 22 36 X 25 8 B 8 8 F,G F,G 23 36 x 37 3/a 8 B F,G F.G,H,1 24 36 x 49 5/8 B 8 F,G F.G.H,1 245 Y5 36 x 55 1/4 36 X 62 8 8 F,G,H.1 F.G.H.I 26 36 X 71 B 8 F.G.H.I D.E,F,G.H.1 27 36 X 83 B 8 F,G,J,K . F.•G.H•I,J.K 42 x 26 41 X 25 B 8 6 8 . F,G F,G,H,I 42 x 38 3/8 41 x 37 3/8 B B F,G F,G.H,1 42 x 50 5/8 41 x 49 5/8 8 8 F,G,H.1 F,G,H,I 42 x 56 1/4 41 x 55 1/4 B 8 F,G,H,1 O,E.F,G,H,I 42 x 63 42 x 72 41 x 62 41 x 71 8 8 F,G.H.I D.E,F,G.H.1 42 x 84 41 X 83 8 B F.G,J,K F,G.H,I,J,K 48 x 26 47 X 25 8 8 A,C A,C F.G F,G F.G.H,1 48 x 38 3/8 47 x 37 3/8 B A.0 F,G F,G.H,I 48 x 50 5/8 47 X 49 5/8 B A.0 F.G,H,1 F.G,H,I 48 x 56 1/4 47 x 55 1/4 47 X 62 8 A.0 F.G,H,1 D,E.F,G.H 7 48 x 63 48 72 47 x 71 8 A.0 F•G.H.I 0.E.F,G.H,1 x 48 x 84 47 X 83 8 A C F.GJK DEFGHIJK F.G 32 52 1/8 x 25 8 8 A.0 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.0 F,G,H,1 F.G.H.I. 345 52 1/8 X 55 1/4 8 A,C. F,G.H.1 F,G.H.1 D,E.F.G.H.1 D,E:F.G.H.1 35 52 1/8 x 62 52 1/8 x 71 8 B A,C A,C F,G,H.1 D.E.F,G.H.1 36 . 37 1 52 1/8 x 83 8 A,C F.G.J.K D.E,F.G.J,K.J,K. + 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE �q/ INTERNATIONAL, .INC EXTERIOR ELEVATION AS A KEY_ t.J ,► / FLORIDA EXTRUDERS 9) ALL FACTORY APPLIED HOLES, NOT DESIGNATED FOR TAPCON SANFORD, FL06RIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN_ THIS N PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000LEVATI:O t SERIES SINGLE.: RUNGS. I 1 1) WHERE WINDOW IS 'INSTALLED IN .MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE #10 SCREWS OF SUFFICIENT LENGTH TO .ACHIEVE 1-3/8" MIN, EMBEDMENT AT VIEWED FROM: EXTERIOR ALL INSTALLATION FASTENER LOCATIONS" TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500. 2000 DRAWN BY: B B APPROVED BY. �'`�-_t-= DATE:1 O/09/O 1 SCALE: NTS DWG_: FLEX0016 32746-SHONE407 805-0365 FaX 407 805-036b PREPARED EiY_ PRODUCT do APPLICATIONY ENGINEERING. INC.: 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW. FLORIDA : I' MIN. EMBEDMENT WINDOW - WIDTH . : i/4' MAX SHIM SPACE CAULK BETWEEN SHEATHING TWO BY WOOD WINDOW FIN & BY OTHERS BY OTHERS SHIM AS TWO BY WOOD SHEATHING (SEE NOTES D STUD BY OTHERS SHIM AS REQ'D. INSTALLATION ANCHOR (SEE NOTES) T V3e' #8 WOOD SCREW dJ+ STUCCO _ CENT?-".�TAME 0 1' MIN. BY OTHERS 1 „ �,TQTTf'���`► 1�5 EMBEDMENT 1/4' MAX. j} GLAZING (TYPJ PERIMETER SHIM SPACE 8 a ��F g f�', (SEE NOTES) CAULK SHEATHING: BY OTHERS BY OTHERS FIN TYPE WINDOW FRAME CAULK BETWEEN HEADER FIN TYPE. WINDOW FIN WINDOW H GLAZING (TYP.) IND FRAME & SHEATHING (SEE NOTES) WINDOW JAMB f WIDTH PERIMETER INSTALLATION ANCHOR CAULK. #8 WOOD SCREW A BY OTHERS STUCCO BY OTHERS- j SECTION B— B L- B B WINDOW 24' . 0-C. HEIGHT MAX. (TYPJ EQUALLY SPACE ANCHORS (TYP.) WINDOW HEIGHT. NOTES: GLAZING (TYPJ 1) SHIM AS REQ'D. AT EACH. INSTALLATION ANCHOR. (SEE NOTES) MAX. ALLOWABLE SHIM STACK TO BE 1/4". / 2) WINDOW -FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH- - TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD BUCK. A 6 MAX —' 4)' USE SIL-ICONIZED ACRYLIC ,CAULK BEHIND WINDOW FIN (TYPJ AT HEAD, SILL & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL 6' MAX. (TYP.) AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR .CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FIN TYPE E�EVATI�N 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF WINDOW FRAME ASTM E1300 GLASS CHARTS. PERIMETER SI19ARBLE SILL VIEWED FROM EXTERIOR 8) FLORIDA EXTRUDERS .1000 SERIES SINGLE HUNG IS SHOWN - STOOL THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 CAULK BY OTHERS AND 2000 SERIES SINGLE HUNG WINDOWS. BY OTHERS INSTALLATION ANCHOR Two BY WOOD #8 WOOD SCREW BY OTHERS STUCCO I� BY OTHERS U D E R INTERNATIONAL, INC r EX s REV DESCRIPTION- DATE CAULK BETWEEN 'F FLORIDA ANFORD, FLORIDA WINDOW -FIN SHEATHING SHEATHING BY. OTHERS 1'MIN. TITLE: INSTALLATION DETAIL W/#S SCREWS i -. TI L EMBEDMENT SECTION A -A ., =DATE: NEBBUNG DO APPROVED BY: :FIN WIN '- I 3/O1 SCALE N.T S DWG Ff_EX0026 SHT 1 OF 2 ,00roeorn av` B05-0365 FAX 407 605-0366 PRnnuCT is APPLICATION ENGINEERING. INC. 250 INTERNATIONAL PKWY.,.SUITE 250. HEATHROW, FLORIDA 32746 PHONE.407 I - ' INSTALLATION ANCHOR CHART INSTALLATION ANCHOR CHART -- I _ ,- CALL WINDOW .4 QUANTITY N 0I. SILL HEAD 8c L I QUANTITY IN EACH CALL WINDOW QUANTITY IN HEAD & SILL QUANTITY IN EACH. JAMB UP TO 70 PSF UP TO 70 asa SIZE SIZE _ _ SIZE SIZE UP TO 70 PSF UP TO 70 P5r = 12 73 14 .� 145''- �. 15 17 t8t8/8/x 3723/8 18 1/8 x a9 5/8 18 1/8 18 1 /8 X562/4 18 1/8 x 83 2 2 2 2 2 3 4 4 i I ! I i I I i - `, _ ; ° I E _ < i I ! ; i 2024 2030 2038 2040 2044 2050 2060 2070 ..23 1/2 x 27 1/2. 23 1/2 x 35 1/2 23 1/2 x 43 1/2 23 1/2.x 47,1/2 23 1/2 x 51 1/2 23 1/2 x 59 1/2 23 1/2 x 71 1/2 23 1/2 X 83 1/2 _. 2 2 2 2 2 2 2 :. 2 2 .. 2 3 3. 3 3 4 4 1H 1H3 1H4 1H45 1H5 iH6 1H7 5 t 2 x 5 2521/2/x 3723/8 25 1/2 X 55 5/8 25 1 x 1 4 25 1/2 X 62 25 1/2 X 71 25 1/2 x 83 2 2 2. 2 2 2 2 3 3 . 3 -4 4 4 2424 2430 2438 2440 2444 2450 2460 2470 27 1/2 X 27 1/2 27 t/2 x 35 t/2 2] t/2 X 43 t/2 27 1/2 X 47 1/2 27 1/2 X 51 1/2 27-1/2 x 59 1/2 27 t/2 x 71 t/7 27 1/2 x 83 1/2 2 2 2 2 2 2 2 2 2 3 3 3 3 4 a 30 1/2 x 26 30 1/2.x 38 3/8 30 1/2 x 50 5/8. 30 1/2 x 56 1/4 36 1/2 x 63 30 1/2 x 72 30 1/2 x 84 29 1/2 X 25. 29 1/2 X 37 3/8 29 1/2 x 49 5/8 29 1/2 X 55 1/4 29 1/2 x 62 29 1/2 X 71 29 1/2 x 83 2 2 2 2 2 2 2 3 3 3 4 4 4 2824 2830 2838 2840 2844 2850 280 2860 3t 1/2 X 27 1/2 31 1/2 X 35 1/2 31 1/2 x 43 1/2 31 1/2 x 47 1/2 31 1/2 X 51 1/2 31 1/2 x 59 1/2 31 1/2 x 71 1/2 31 1/2 X 83 1/2 2 2 2 2 2 2 2 2 2 3 3 3 3 a 4 23 24 245 25 _ 26 27 36 X 25 36 x 37 3/5 36,X 49 5/8 36 x 55 t/4 36 X 62 36 X 7t 36 x 83 2 2 2 2 2 2 3 3 3 4 4 a 2824 3030 3038 3040 3044 3050 3060 3070 35 1/2 X 27 1/2 35 :1/2 X 35 1/2 35 1/2 x 43 1/2 35 1/2 x 47 1/2 35 1/2 x 51 1/2 35 1/2 x 59 1/2 35 1/2 X 71 1/2 35 1/2 X 83 1/2 2 2 2 2 2 2 2. 2 2 3 3 3 3 4 4 42 x 26 42 x 38 3/8 42 x 50 5/8 42 x 56 1/4 42 x 63 42 x 72 42 x 84 41 X 25 a1 x 37 3/8 at x 49 5/8 41 x 55 1/4 41 X 62 41 X 7t 41 x 83 3 3 3 3 3 3 3 3 4 4 3424 3430 3438 3440 3444 3450 3460 3470 39 1/2 x 27 1/2 39 1/2 X 35 1/2 39 1/2 X 43 1/2 39 1/2 x 47 1/2 39 1/2 X 51 1/2 39 1/2 x 59 1/2 39 1/2 X 71 1/2 39 1/2 X 83 1/2 3 3 3 3 3: 3 3 3 2 3 3 -3 3 4 4 48 x 26 48 x 38 3/8 48 x 50 5/8 48 x 56 1/4 48 x 63 48 x 72 48 4 32 33 34 345 35 36 37 47 X 25 47 x 37 3/8 47 x 49 5/8 47 X 55 1/4 47 X 62 47 X 71 47 X 83 52 t/8 x 25 52 1/8 x 37 3/8 52 1/8 X 49 5/8 52 1/8 X.55 1/4 52 1/8 x 62 52 1/8 X 71 52 t/8 x 83 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 a 4 2 3 3 3 4 4 4 3824 3830 3838 3840 3844 3850 3860 380 43 1/2 X 27 1/2 43 1/2 X 35 1/2 43 1/2 X 43 1/2 43 1/2 X 47 1/2 43 1/2 X 51 1/2 43 1/2 X 59. 1/2 43 1/2 x•n .t/2 43 1/2 x 83 1/2- 3 3 3 3 3 3 3 3 2 2 3 3 3 3 4 a 4024 4030 4038 4040 4044 4050 4060 4070 47 1/2 X 27 1 2 47 1/2 X 35 1/2 47 1/2 x 43 1/2 47 1/2 X 47 1/2 47 1/2 X 51 1/2 47 1/2 x 59 1/2 47 1/2 X 71 1/2. 47 1/2 x 83 1/2 3 3 3 3 3 3 3 2 2 3 3 3 3 4 4 )( C n i`./p X 2 X 3/8 " ;� Ll E mU UL-ill m ttG X _/C SCL4. TAPItiG $M ` SE:ALA.N B: T `. _E-N` KULL I GN App ING SMI!" CL; < <vN :;fir + X 2 //16 X 1/8 TL MVL! TION #8 X Ir 2 S T A.iJ:�ING SM SEALANT i x '_A x 3/8 f � � 1,0nu S. I: —1 I�v� S.s;. ' THEE 'au;-= °; jAMD jnnn c;.� JAMS : T YR) N8 X I/2 SE.Lr [A PIS: A A� SEL A T r.TWEF:N �( _ WINDDW FLANGES a MULL IC-n SvS /rr`��'r'F(�Cz�1 10 ;' X < )C I/8 ' LBE K it I Inh ..000 S.-H.- t r ##-2 X ? /2 St.LF .. .. _V - -SE-. JAMB (TYR) \ ` SEYLAN- _eE-WEFN TAPPl<; S AP� i ii�a SNiJ #8 X 1/8 SELF I AE=PIN G SMS � -- s L SEALANT BETWEEN ;.i_ALA!VT SET _ `J ,JI�'D: FLANGES �� v-- WINDOW * •_A<lGr S & MULLION -I/.0 SELF. L— #8 X JL T APPINC SMS TAi�Pi:"iG ,SMS =QT Q i a?DHEN. r,JCte_ Ci,NC _Y oC ;',mot ":?:f J^ i + I c1-7-\ _ i ! —o'riLk v .I vl viniiVtv�EiL•-i f-i,✓ -- f�' APF'I:.ILC v HE-,L' SILL NHt:'t;^_ i )i. �• ►n •: 'n\lc Ac: ' :SCn\ L v l #8 v '/= Sr_ ! ip;STALIi ATT'll ANCHOR i �: � R. j SE ALH'V... FE TIwjcEN - OY ,rJT IJr _ANGES' Qr/.— � 1 r /"7\ D TAIL C — Y � jf j1 >ERE 'd ANCHOR :i. YP.: i' SILL "IlF I 1/4' MI!i, EM3C1JH N7 . . _`' kLLi ! I'D- ^.`V -HQPS �+iL=^� ?= Qj- ED) ��--- I i I l 1 fI _ M?;i T'lri i E_ •^ ' iFLORLDA EXTRUDERS INTERNATIONAL RIaNA6 INC SANFORD FLORIDA FED l >, T�r�T���{t DER:. _ 1 uL:C/ 1 AGO FLANGE �E SH�rT 1 JF C - ff •r•: - v DR SEE C HER SIDE C SHE DE ?7 r OR LES T PRESSURE CAPACITIES DRAWN BY: M S �' APPROVED BY: SCALE: "j T � DWG.. °�T I_ mr- -1 ►KI oo�ccl �[7C rePeC ITIFS - - !CAPACITY CAPACITY 5tK1t5 1 UUU !CAPACITY i CAPACITY LIL--j Oil , -- CAPACITY CAPACITY !CAPACITY ;CAPACITY ±CAPACITY 1 X4X1 /8 :CAPACITY ` 1 X4X1 /8 CAPACITY 1 X4X3/8 CAPACITY 1 X4X3/8 CAPACITY ! 2X4X3/8 WINDOW WINDOW 1 X2X1 /8 1 X2X1 8 / ` 1 X2X3/8 ':.TUBE MULL 1 X2X3/8 TUBE MULL 1x2 7/16xt/81ix2 TUBE MULL 7/t 6x1/8 tx2 7/16x3/8`ix2 7/1 6X3/Si s TUBE MULL ;TUBE MULL :TUBE MULL ;TUBE MULL TUBE MULL 6 ANCHORS ;TUBE MULL '; TUBE MULL ;TUBE MULL CALL SIZE TIP -TO -TIP ;TUBE MULL SIZE 2 ANCHORS-1 CHO 'TUBE MULL 4 ANCHORS ! 2 ANCHORS ANCHORS 4 ANCHORS I 2 ANCHORS SECT. A-A(3) 4 ANCHORS) 2 ANCHORS ; SECT. A -A 3 SECT. A_ -A(4) 4 ANCHORS , SECT A-A(4) 4 ANCHORS SECT A-A(5) SECT. A-A(5) SECTNA A(6) ' _ ;SECTNA A(6) SECTNA-A 7 SECT. 1 i �j SECT. 1 SECT. A-A(2) : :SECT. A-A(2) ! -- - 336.52 732.42 791.81 1 187.72 79t.81 1 187.72 ! 1187.72 12 , 19 1/8 X 26 33 6 52 732.42 336.52 692.83 ' 336.52 732`42 -- ' 456.46 - 209.72 ; 456.46 493.47 ' 1740.20 493.47 ' 740.20 740.20 1319 -__ 1/8 X 38 3 & 209.72 i 317.66 209.72 _ -- 429.55 209.72 152.75 ! 193.92 152.75 271.83 : 359.41 539.12 -. 359.41 i� 539.12 1539.12 14 19 1/8 X 50 5/9.131.23 1131.23 �_-- ! 152.75 E ` 177.46 - ! 127.29 ;- 135.81 - = 139.09 _ -T- 135.81 194.97 319.55 ; 460.17 319.55 1479.33 1479.33 145 - ----- I19 1/8 X 56 1 /4; 94.13 194.13 ,. 1127.29 89.21---97_48 , - - __- 97.48 _ ' 1 19.85 ; 136.64 _ 1282.02 i 423.03 - ; 282.02 i - 423_03 _ 1423.03 15 --^- _ 65.97 19 1/8 X 63 - -``- -- 65.97 65.----?-----__._�---- 58.81 58.81 _ ---------- 64.27 64.27 90_09 : __ 212.62 212.62 296.98 296.98365.75 16 8 X 72 ! 43.49 19 1/8 -84 43.49 ---- - 36.45 ; ! 36_45 139.83 - 39.83 ^��T90.09 1 55.84 55.84_ _ 131.79 _ 131_79- 184.08 i 84.08 ; 294.03 17 19 1/8 X 26.96 - T- - - ' 26.96 i - ! ;_- ! 572.13 - j 262.87 - 572.13 . 618.52 1927.78 8 2 --�- 1927.78 - 1927.78 1 H2 ! 26 1 /2 X_ 26 _ 262.87 ; 572.13 = 262_87- : 541.20 ` 323.48 _ 262.87 157.93 , 343.74 157.93 + 343�74 T ! 371.61 j 557.41 { 371.61 ! 557.41 5 57.41 1 H3 6 1 /2 X 38 3/SE 157.93 239.21 157.93 11 3.20 143.71 1 13.20 '_ 201.45 ► 266.35 1399.53 266.35 1399.53 -_1399.53 1 H4 6 1 /2 X 50 5/a 97.25 1 H456 1 /2 X 56 1 /4 69.43 ? .25 97 { 69.43 ; 1 13.20 131.51 - T --_ ; 93.89 93.89 100.17 _ 1 t 102.59 100.17 ; 143.81 ; 235.70 -` ? 339.42 ; 2�5.70 ':, 207.10 ; 353.55 310.65 1 353.55 310.65 X 63 ' 48.44 48.44 i 65.51 65.51 f ; 71.58 71.58 88.01 _- _-- 1 100.34 207.10 ; 236.83 1217.11 _ 1267.38 1 H 5 . 26 1 2 _; I / --- -- 3 31.79 _ - 42.99 l 42.99 46.98 ! 46.98 ° 65.86 65^86 ; 155.44 155.44 1217.11 1H6 26 1 2 X 72 31.79-- / ' 26.53 26.53 T 128.99 128.99 40.64 i 40.64 95.93 ; 95.93 ! 133.99 _ , 133.99 214.02 1 H 7 26 1 2 X 84 19.62 I / - _;_ 19.62 1--- 471.75 -- 216.75 ! 471.75 ! 216.75 471.75 1 510 (765 ' 510 765 j 765 22 j 37 X 26 216.75 471.75 f- 216.75 250.32 4 _ ! 122.22 ; 266 00 - _ 122.22 ? 266.00 { 287.57 i 431.36 - 1287.57 431.36 1431.36 23 37 X 38 3/8 ? 122.22 } ; 185.1 2 122.22 , , _ -_- __ i _ 85.36 -�__ 151.91 00.86 301.29 ; 200.86 F311.29 _ - 24 -- 3 j37 X 50 5/8 _73. 4 --.---------- i 73.34 151.97 __ } 85.36 - 70.28 - 99.17 70.28 85.36 i 10, 8.37 _ 176.79 74.98 -_T 107.65 ! 176.43 254.07 176.43IT264.64 -301.29 --- }26 .6 245 ----� j37 X 56 1 /4 51.97 - ! , i L74.98 I 1 53.21 _ ! 65.43 74.5.9 153.96 { 176.06 153.96 230.94 - -- --- i 230.94 _ - ' 37 X 63 36.01 - --=23.47 36.01 1 48.70 ; 48.70 i31.74 ; 53.21 34.69j34.69 i 48.62 _ .48.62 114.76 114.76 131.61 - 160.30 197.4137 j X 72 23.47,-- ! 31.74 119.46 119.46 t - 121.26 121:'26' ,1.29.81 29.81 170.36 170.36 98.27 ! 98.27 -'' , 156.97 27 37 X 84 { 14.39 -- --- -- 14.39 --- 191.61 -i �- _ - i 394�49 _----1------ 191.61 _ -t'-- :z ---- ! 417.04 �rrA191.61" �J 7 t74 --�,- _ .. ` 450.85 67.6.28 j 450.85 ' 676.28 676.28 32 53 1 /8 X 26 1 191.61 1 417.0---_4 , _ ' .. , 24 14. 231.50 347.25 1231.50 , 347.25 347.25 33 3 1 /8 X38 3/8 98.38 149.02 j 98.38 _ 65.45 201.51 i 76.04 198.38 65.45 . !_2t4.14 i 83.09 ; .38 ,�: 1`fi5:45 1 1 6 �7 '`- .1 ,:1_94.00 -_ 231.01 - ':. 154.00 ; 231.01 J _ 231.01 34 P3 1 /8 X 50 5/8156.23 56.23 1 56.73 ;; 58 10 56.73 r81.44 E 133.48 192.22 133.48 �200.23 ! 200.23 3453 1 /8 X 56 1 /4i 39.32 39.32 �53.17 53.17 36.40 39.78 139.78 ; 48.91 • 55.T6 F.1.,- 5.0 8 .60 ; 131 - --- 1 115.08 ';- 1172.63 ' 172.63 35 26.92 5 3 1 /8 X_ 63 _ y 2 6.9 2 _ _ 36.40 _ - _. -- -_-+-- 23.45 23.45 25.62 - 125.62 i ! 35.92 --- - i ; 35.92- 84.77 i 84.77 97.21 1 1 18.41 , 145.82 . 36 ' S.3 1 /8 X 72 17.34 17.34 _ 15.53 21.77 ; 21.77 51.39 , 51.39 171.78 71.78 37 ' 3 1 8 X 84 t 10.51 5 / - i 10.51 14.21 15.53 i ; SERIES 1-000 & 1500 FLANGE VERTICAL - FLORIDA EXTRUDERS INTERNATIONAL, SANFORD,.. INC FLORIDA MULLION DESIGN PRESSURE CAPACITIES .. ,LTrf•T L' r+ - - .-. s. x e .-. - r r- r r n A ! r !- SHEET 2 OF 2 ��L; K ��vs �C, J� NOTE: ,A) NUMBER OF ANCHORS NOTED FOR TAPCON END. f DRAWN HY:. _! APPROVED BY: FASTENERS REQUIRED .AT DESIGN PRESSURES GIVEN 8) DESI ..�.. �.,,. --- - . . _- . � - EACH ARE FOR • 'v n- i- r- A 1.5 X -- - <' f''r -' �' ' DATE: J 1 / L _ , �.; ` SCALE: r �, DY£G.: 1 �, M LG PG 2 1-1/8' MIN. J EMBEDMENT SLIDING GLASS — DOOR FRAME HEAD �— TEMPERED GLASS (TYP.) DOOR HEIGHT INSTALLATION ANCHOR DOOR WIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'Q'D #8 SCREW TWO BY WOOD #8 SCREW (SEE NOTES) 1-1/8 MIN. BY OTHERS TWO BY WOOD CAULK BETWEEN EMBEDMENT -TWO. BY WOOD BY OTHERS DOOR FLANGE SLIDING GLASS & SHEATHING BY OTHERS DOOR FRAME JAMB CAULK BETWEEN HOOK STRIP & SHEATHING SLIDING GLASS DOOR HOOK STRIP IL SHIM AS REQ'D. 1/4' MAX.. cSEE NOTES) .. SHIM SPACE Ai STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS AL TFt Lo 1 p,4 ?9q-P VjZf S. SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHOR 1-1/8" MIN:' #8 SCREW EMBEDMENT ' TEMPERED GLASS (TYP_) CAULK BETWEEN DOOR FLANGE & SHEATHING 77 SHEATHING BY OTHERS PERIMETER SHEATHING CBY OTHERS CAULK BY TEMPERED GLASS OTHERS STUCCO (TYP.) STUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B HOOK STRIP DETAIL A 7 NOTES: _ 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD- TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) 'INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET_ - / 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 6 JAMBS: / 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. / 6) 1F EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT / LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7), FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING. - B B - PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN._ 8) GLASSTHICKNESSMAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS- 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR. INSULATING GLASS. - 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.. 11) SHIM AS REQ'D. AT EA. SET- OF INSTALLATION ANCHORS. -MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS.' A 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0, REPRESENTS FIXED PANEL APPROVED. CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. EXTERIOR ELEVATION 14) SECTIONS 'ANOT ALL NA�GUBAB* & HOOK TIONS ESTRIP DETAIL D ABOVE E APPLY NTO INSTALLATION ON THIS GOF ALL VAPPROVED ER CATION CONFIGURATIONS. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS -SHOWN. THIS PRINT ALSO APPLIES TO ' 2000 SERIES AND 500 SERIES. REV DESCRIPTION DATE INI IDA EXTRUDERSFLORINT. INC. sANFORD Fr_.. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: IOZ ATE: 12/17/01 SCALE: NTS DWG #flEX0027 SHi i OF PPCPAR;7O R.: PonourT L APPLICATION ENGENEERING, INC., 250 INTERNATIONAL PKVY., SUITE 250, HEATHROV, FLORIDA. 32746. 407-805-0365 FAX 407-805-0366 #8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR.QUANTITIES SIZE AND SIZE UP TO 46 PSF T❑ 61 PSF T❑ UP T❑ 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, X❑ 48 X 80 6 6 6 8 8 8 8 3 8 4 4 4 4 4 4 5068 XX, OX, 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, X❑ 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, ❑X XO 120 X 80 12 12 12 10'.10 10 -5 5 5. 508Q XX. DX, X❑ 60 X 96 6 6 6 g 10 - 10 10 5 5 S 6080 XX, OX, XO 72X 96 8 g 10 10 10 10 : 10 5 5 5. 8080 XX, ❑X, XO 96 X 96 ' 10 12 12 10 10 10 `5' S 5 10080 XX ❑X X❑ 120 X 96 12 12 12 12 6 6 6 5010b. XX, ❑X, X❑ 60 X 120 6 6 8 6 8 12 12 : : 12 6 6 7 60100 XX, ❑X, XO 72 X 120 8 0 12 12 12 6 8 80100 XX OX XO 96 X 120 0 8 8 8 4 a 9068 OXO 109 1/8 X 80 12 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 14, 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16•_- 16 16 8 10 10 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 OX❑ 181 1/8 X. 96 16 16 16 12 12 12 5 7 8 90100 ❑X❑ 109 1/8 X 120 12 12 12 12 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 14' 14 8 8 4 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 4 4 4 15068 XXX 178 5/8 X 80 6 16 16 8 10 8 10 10 5 5 .5 9080 XXX 106 5/8 X 96 12 12 10 10 5. 5 5 12080- XXX 142 5/8 X 96 4 :112 14 14 10 10 10 5 5 5 15080 XXX 178 5/8 X 96 6 16 16 10 12 12 12 6 7 8 90100 XXX 106 5/8 X 120. 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 4 4 4 8 8 4 4 4 10068 ❑XXO 119 5/8 X . 80 .80 12 12 12 8 8 4 4 4 12068 OXXO 143 5/.8 X 14 14 14 8 8 16068 OXXO 191 5/8 X 80 18 18 18 8 8 5 10080 OXXO 11 / X 12 12 12 1 10 1 10 1 0 10 5 5 5 12080 OXXO 143 5/8. X 96 14 14 14 10 5 5 5 16080 ❑XX❑ 191 5/8 X 96. 18 18 18 10 10 12 6 7 8 100100 OXX❑ 119 5/8 X 120 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14 12 12 12 6 7 8 ` 160100 OXXO 191 5/8 X" 120 18 18 19 12 I2 12 4 4 10068 XXXX 11 1/4 X 12 12 I2 8 4 4: 4 ,. 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 8 8 10 5 5 5 10080 XXXX 117 1/4 X _96 . 12 12 12 10: 10 10 5 5 5 12080 XXXX 141. 1/4 X 96 14 14 14 10, 10 10 5 5 5 1.6080 XXX-X 189 1/4 X 96 16 16 16 10 10 12 5 7 8 i00100. XXXX 117 .1-/4 X 120 12 12 5 7 8 120100 XXXX 141 1/4 X':'120 _ 14 _ 14 14 12 12 12 5 7 160100 XXXX 189 1/4 X 120 16 16 19 12 12 ANCHOR NOTES: �., - - - - C DISCIPLINE:. C SCALE: . N S DvG ntk F 12 FOR MASONRY ❑PENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. I VIL .T. . lEXO027 _ _ L REG NO — — £v LETTER E ! r� ;'�� � �R SHE T,. J : -- _. — __--- - - f' i f r s't Ss - F - 2 OF 2. ---- --- ---- -- -- —— -- 4 7I82 I I I b DESIGN PARAI iFTERS BASIC WIND SPEED = SO MPR (FASTEST MILE) 110 M.PA. (3 SECOND GUST) WIND IMPORTANCE FACTOR - 1.0 U1ND EXPOSURE CATEGORY B APPLICABLE INTEF;NAL PRESSURE COEFFICIENT i 0.18 - (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS • +22 , -IS PSF`, ■ AN - ROOFS. - +20 , -20 PSF (-30 FSF AT OVERHANGS)) R m —umlam? NONE In GEN L NOTE EET INDEX I. DO NOT SCALE THESE DRAWIN65: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK: SHEET NO. SHEET NAME 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB=CONTRACTORS: EACH SUB -CONTRACTOR C — COVER SHEET SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER CUESTIONS PERTAINING TO THE DRAWIN65 AND/OR SPECIFICATIONS. Al : FOUNDATION PLAN, FOUNDATION 5. IT IS THE INTENT THAT THESE DRAWINGS. BE ,IN CONFORMANCE THE DETAILS, WALL SECTIONS WITH 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL:. CODES, ORDINANCES, LAWS,: REGULATIONS A1.1 —FOUNDATION DETAILS, CONT. AND RESTRICTIVE GOVENANTS.GOVERNING THE SITE OF WORK. A2 - FLOOR PLAN 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND A3 —EXTERIOR ELEVATIONS PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE A4 - ELECTRICAUHVAC PLAN OF WORK. 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = I'-O", A5 — INTERIOR ELEVATIONS, EXCEPT FOR THE 51ME AND REAR EXTERIOR ELEVATIONS WHICH ARE RISER DIAGRAMS DRAWN TO 1/6" = i'-O". ALL I"iXli PLANS ARE DRAWN TO THE .SCALE - 1/8"- = 1'-o", EXCEPT' FoR THE SIDE AND REAR EXTERIOR ELEVATIONS A6 - PRECAST LINTEL DIAGRAM WHICH ARE DRAWN TO 1/16" = 1'-0". A6.1 — PRECAST LINTEL TABLES A7 — FLOOR & ROOF TRUSS LAYOUTS A7.1 — STRAPPING SCHEDULE S1 — STRUCTURAL DETAILS S2. _ STRUCTURAL DETAILS 32.1 —STRUCTURAL DETAILS g` 7K c141. 2 ro� ... Y O `aLL MEN 'v-v b -8' X. b'-O" X 4• PATIO - 17 0 GONG. SLAB WFiB 5f1 .. OVER b !'A. VAPOR BARRIRR NON LOAD BiK. - � ID>F81 .GFi/ OVER PQb IV/POR i s 5 R®MR. GGNI. - .. . OV6t TI�ATED:GOFPAGTED FILL $ _ - I s 5 R®AR GOAT. VAPOROMMEROVER . •-- G` - Cow TREATED RADE 'r-- ca�AGT® w-I. MONOLITHIC SLAB - CMU r� THICKENED SLAB NON SEARING D `� TWO STORY ®ENTRY -GONG. PATIOS Z NON L3EARINC® GARAGE w GONG. 5LA6 WIFIBERYESH - MHl LAP - OVERb P9L-VAPOR BARRIER :. ... e . OV62 iRFhTED fAIY/AGT� FLLL. _ .• __ CORNER- i,-+ UU ETD. NOOK - 5 BAR - - 1Y. - - s 3 NORM BAR CMU MLLED TppCZURSE 10" 10' 3 s 5 REBAR - cHIAIR BLOCK _ THICKENED 5LAB LINTEL BEAM REINFORCING CHAIR BLOCK LMER FRAME B K43EARNG WALL LB . TWO STORY 27Q' STL YWa>cr m WASHER &0 um GOAT. FILLED rV V2• STRAIGHT cOUPL COUPLING . V2' THREADED 1/2" THREADED ROD . ROD 32•.OX, 2"XY STt- VERTICAL REBAR V2' X H" AB. 32' O/C, 4 Sff,PLAN n SINGLE COURSE LINTEL ALTERNATE" 2-STORY ALTERNATE 2-5TORY J s =I o ATTAGHMENT(BLOGK/WOODJ ATTAG14MENT(W00D/11I00D) FMEl IIl SHWOLES OVER R-19 MSIIL. FBER61-A55 5HgNrAM M—FELT OVER 1/I6. OM OVER 50 FELT OVER - T/Ib' OSB OR V2' cDXWOOD S - - WOOD TRU55E5.5TRAPPED -O RAPPED A5. 6WOM - AS 514" ON TRU55ON TRM LAYOUT LAYOUT - - - - P.T. 1X2 OVER TXB ODR OVER P.T. = OVER IXB GDR 2X6 &IEFA5GIA. UV COAT. *FLA - V2" OVER 2X5 5UBFASGIA AUNT. VENTED SOFFIT DRYNALL W/ GOAT. AuR . vENf®.SOFFrc Da1BlP Yl > oTHEPoWSRE 2X - TOP PLATE VOL 2Xb W-AMRNOTED ON PLAN - FOR VBBL.42w$o N6'WINDOUI UNIT FORS'-9' NAX OPENJIH& UND. �X WOOD STUDS I6' O.G MNDOH UNi - > _ 2X WOOD STUV5 O I6" Or,. VB° STUGC.0 ON MTL. LATH H°V R41 WSUI- OVER 15"FELT -W 5TUCO0 ON WR. LATH OVER'1/I6• - OVE R P30 FELT OVER 2X BOTTOH PLATE T/Ib" 058: OR V2' LOX ON 3/4" T4G 0.6.11 - 2X BOTTOM PLATE .. - - - ON 3/4' Tsb FLYMOOP 2X4 CONT. BAND BOARD o/r 52SC a re I 4 g I FOUNDATION SLAB NOTE: 3 V2" GONG. SLAB W/FIBETR! 051 ( - I - OVER b MIL VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE- - _ RESISTANT TREATED FILL OR a I I 'SENiRIGON' 5YSTEM (TYP) Y I _ �. . aYi N I�- /�I ,. LIRA i?'-Ig�4 �✓'-4'2" scx Cc -... - 24'W4W iHC - ICID . _ LONG PAD OV (3) 1)- t- i---- ---- -� He uv I III II I' '^ III I 11 I i III � li' I 1 I I `'' I1I a 1 = a III 161-6 U8" 3'-4 �" W-10 V8" ( rtl m 4 I 4" PVC, GNASE TO CONDE"S 2 I. x I I 'v GARAGE s • I � `I-�1 mm®lqlm SW RECE55 AT O.H. 6AP- OR. p— ANNI N 51-01 i. - `W*-4" V ,IW6ROUTED GM I THAT CAN RE56T A 100 MPN. L AD \/ DE516N KALL PRE55URE T = 22 PSF MAXIMUM ALLOWABLE TENSION ON HOLLOW GORE Ut 1T5 - 15 25 PSJ. - AGJ. 531 TABLE 10.1 - - SEGTTON.PROPERTIES 3' PARTIALLY 6RCUTED . WALL = 4543" 04ASONARY STRUCTURES. A.CJ) M = rd-1 /b, S. -m W L-"2/ OXT - 15Aa , 1 - 10.4 FT USE D'-O" HORIZ. SPA 449 - 4'-4" CEILING, KAX (P5 = 115) MEb'-O' HOMZ.. 5PAGN6 - 10•-0' TOI2-0' GEU- MAX. USE W-O" HORIZ: 5PAGM6 - 12'-W TO IV CEILING s ADD LINTEL W/ (U 05 GOAT. C 4'-4" H&T. (+/- W). 71 'H�--Q --III Z a. W o Z JOzo Owr^ L vJ r O0QJ z0Q OOP LL LL _I n ® V \/ I GONNIEOT11ON (T-P. 5PAGINr,) TAPOON: 3/16- a 12"O.0 EXP. BOLT-1/2" a 45- 0.6 SHEAR 5TREN(5TH ANCHOR ANCHOR LIGHTWEIGHT - DIA. EMBEDMENT HOLLOW BLOCK 5/16" 1-1/2" 846 LB5. 1/4' 1-1/2' 1015 LB5. r-J-BOLT: 1/2" o 45' C>'r")K TE-5T REPORT # 150-20065/ PROFESSIONAL SERVICE INDUSTRIE5,ING.SEE MFG. SPECS. FOR BIT SIZES 4 TECHNICAL INFORMATIO N EXPANSION BOLTS: RANLS GROUTED -N AROUND PIP SLEEVE PRE-ENGINEERED HOOD TRUSSES.' UPLIFT CONNECTOR. SEE ROOF TRUSS LAYOUT FOR QUANTITY AND SIZE. PRECAST LINTEL. SEE LINTEL PLAN FOR DEPTH AND RF-E3AR 16"Xi6" CONCRETE BLOCK COLUMN Y41 2 #5 REBAR. SEE FOUNDATION PLAN. APP FIN. GRADE -a 1/2" CONCRETE Sna� 24"X24"XI2" DEEP COLUMN TOOTER Y415 #5'5 EACH WAY BOTTOM OF FOOTER TO BE 12" MIN BELOW GRADE T*10'1=1CAL FORCH 5ECTION- 11011 4 17" ELEVATION PRODUCT LOGATIO EMBED DIA. MIN. EVC7E ALLONABL 5NLLOKADL DEPTH DISTANCE PULLOUT SHEAR RANL-BOLI GROUTED MA50NRy 2.5" 1/2" 15" 761 LB5., 1'765 LB5. RAM-WLI GONGRETI : 5. 1/2" 2.5" 1631 LB5. 253-1 LB5. DETAIL DENOTES PIPE PASSING THROUGH STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING THROUGH FOOTING 2 SIZES LAF;raF-P, THAN ! Jr PIPE PASSING THROUGH -SLEEVE SHALL BE 2 SIZES LARGER THA14 PIPE PASSING THROUGH Y THICKENED SLAB UNDER DJL 0 3: x Ole c U 0 L0 cy) w 0 0 i Ei a I fill .Alix dd. 1�6� sheet At 1-1 A FRONT ELEVATION V scor�v sTUCCO \ ' - - - -`P 8'-0• TRU68 IL- R A 0'-O FF 14%11 FLOOR TYP.NURED FPOSH - FFP— RIGHT ELEVATION SOALE, W • 1'-0' . I Q � OFF RIDGE VENT - w.!'DIfXFt Id .Mve—et A3-® 2 / 0 SER CABLE METER o RANGE 8/3 W05 200 A mO DRYER 10/3 W5 PANEL SMALL APP.1212 W5 04 BARE C.w. LIGHTING CIR 14R4 W3 TO PPL S' GROIPID ROD RISER DIAGRAM / 200 A 4 WIRE SERVICE 5514 ELECTRICAL R15ER DIAGRAM LOAD TABLE MODEL 3515 QUANTITY UG 2 1 RANGE 40A 24- 6 ivow 2 -1 DRYER 30A 2A* 10 5b00 D&WASHER 20A W V 1200 1 FVW.ER.4TOR 20A VP V 540 1 DISPOSAL_ 20A VP 12 540 1 I WASHER 20A W 600 2: 2 St1ALL APPUANC'E 20AVP 12 3000 6 1 6 15A VP 14 6250 1 GARAGE DOOR OPENER 15A VP 14 6Q® b PADDLE FANS Fib-) 6 14 5 SUB -TOTAL CWATTS) 30,630 100 I et. ipow WATTS AT % 100W WATTS REMAINDER 40% SO* WATTS .G. A3AW WATTS TOTAL 3OW WATTS 2452-240 WATTS TOTAL LOAD AMPS SW3 AMPS SERYIGE SIZE 200 AMPS IVYVTR 1AYIVY LAY .LV1• Y v.TR OLG I V!• . 3• 4• sk I yr '1>R• 2. Tm LAV LAV gr 3.. - 1 in, VJR .. INTERIOR ELEVATIONS ul ulg am, :E.I ul c $ o <. s ' a 0 0 5PACZ0 • Y - , 1 Lfew Hoop 1 - i? KITCHEN. It'BATH #3 - Liam - LKM FW— W Z W.. i Li b 21 ILL =_- - Iv�ratr W F W11" _ Wa vADo vcDae BATH #2 4 BATH #4 ci LIfMi MWOR ovr v Lo V) 0 it l O 1• VAD56 It LAY I VY 3• cc.m w , 4 MASTER BATH 41/2 WALL DETAIL 3, - IVY 3• . wn INTERIOR ELEVATIONS I 41' i -1F; -1�I�I�I�I� HIM V / 4 W ? Q c c c c Qo ,A V v Q a o � c o° J L W c s . 3 W as LL tz � Q � a ° a W � , onouncou Goa®®i®t���HE ee � { { EC)699�i0JQ HQQBWQQQ60QQOQ '- :, " f�� 00020Q0Q9QQ�0 t�tYY�QQQQQ9Q000QQQQ L�t'�QQQQN Q0000 0 k��QQ��6RMOn N; r]HOMI�gENK909 HOQQQOQ09000aG QEOD:QEE20 ��QCQQC�QG�QOQWOQG [10130130118 4���QGQQ�OQQQG(I1QQQQ nH00:0� ��014,K"0dC, I� s R 3514 LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L I . I7-4' 8F12-ISAT ALLIED LINTEL: A-13 L 2 11-61 8F16-IBAT ALLIED LINTEL: A-5 L ZI 4'-6` 8F16-IBAT' ALLIED LINTEL. A-3 (ELEV. U L 2.2 4' 6' 8FI6-1B IT ALLIED LINTEL: A -El (ELEV. C) L 3. l' 6• : 8F16-IBAT ALLIED LINTEL: A-5 L 4 l' 6` 8FI6-IBAT ALLIED LINTEL: A-5 L 5 _ 4'-6• 8F16-0HAT ALLIED LINTEL: A-3 L 6 W-6' 8FI6 GHAT ALLIED LINTEL: A-3 L 1 4'=6' 8FI6-05AT ALLim LINTEL: A-3 L 8 4'-B' 8FI6-0BAT ALLIED LINTEL+ A-3 L 9, 4'-6' 896-013AT ALLIED LINTEL: A-3 L 10 4'-6• 8RFI4-OBAT ALLIED LINTEL: A-3 L 11 5-I11° 8F8-0BAT ALLIED LINTEL, A-4-(ELEVV L 12 T-6• 8F8-0HAT ALLIED LINTEL: A-5 (ELEV. G L 13 1'-6• 8F8-DBAT ALLIED LINTEL. A-5 (ELEV. U L 14 1'-6• 8F8-0BAT I ALLIED LINTEL: A-5 (ELEV. rJ z U B hn b-� La Q 3g Big g �$ $� J U ;sg $ Ir J Z z PZ b �O� `=�8 g des till O mg o Am .1 .0 rd _ rioi i •i .d m ? riAi.. si .dr �r TV UNTEL SEETIONS p * m •-16m x9aIG 013 In r�irviva�� BE e o ♦ Y1 p- m om. iev pery% b� E SE W ry QQ min:tl QQ�< r°{ < ❑ Q rvmv6 < T Q Q a 5 FeEBAR AT TOP K (V REQV � CMa T-7�D g L7 -AR AT BOTTOM OF LINTELCAVITY BOTTOM-REPFOROMG 5/B• PRONNEDARi t4J "rEL 8• NOMMAL_UDTH - FF . FILLED WRH GROUT / U . UNFILLED QUANTITY OF 5 RBBAR AT �BotTOM OF LBITEL CAVITY Q L V BF16-1BAT NOMINAL UD114J J LcAloo 1TY OF 5 . NOMWAL HEIGHT MBAR AT TOP TYPEDESIGNATION L9 g� `sm Y F m �j :'t�pry mmryu�. ogog�w�$ g AD 11, ' qE 9 5p$N 9 r.m Nnm a2gi �rc 9Su.. ih 44EK,-r� w rvm r i �Tn f r r �8-rvm r u, J Q Q Qj Q L6 L5 L4 L1 { L I a Yr' U 9 a 91' PARTIAL 3514•® Do NOTES: -CAST-CRETE SAFE LOAD TABLES MATERIALS , FOR GRAVITY, UPLIFT & ' LATERAL LOADS i. Ft ptaast Inters = 3500 psi. 6ttux�Oam 'DOOR 3. Ft gilt - 3ooli p5i n/ Eia" air ate 8" PRECAST WZ 2" RECESS U-LINTELS 4. rrrrrrto mosorry oats (CMU pet ASTMttiaW 1311111111101 net a-eo CaltptpS� �i��AAS �1p5F: 5. Provided p ec� ply soar. GRAVITY . rjRErO. Fold cedar per ASTM A61S ER-40 or EKED. 8R6 errs E, Firestteffamtq strand per- ASTM A41B Bode 2710, low �i 3053 2982 3954 492.9 9904 Be® refrnmtrn. 1; 1/32 wre pill ASTM'ASID. '. 4'-4• (52) PRl3AST I489 1921 94¢ 4992 5412 -M-I %4W. IMM 8. HTt- per ASTM-= type Mar S. _., .:. 4'-6•: (54') PRMAST- � 4449 no2 22'182 34R 2114 4982 36a0 fill? 448, : 1%Sl 5315 94Sa 6264 nam - BENERAL NOTES L Fi Dole krill. Inottrr head tYld bed �17nts. 5. 8' (68) PREiAST ®2 1G02 2a59 :2566 651Er.4 306 35e5 6839 1® OU 4CM 64-2 _ 2. � filled Inters os r'equred. - 3.IRStollatlal.af Intel Must crnply with the crchlteLtrrat ':. .-. 5'-IO'C101 PR�AST Tn EM 1449 F244 2400 fifir6: 3352 64a 1®. �y 3B11 6412 Dhd/cr 5tY[Ctuoi drDiv 4 IL t is me:i11�i1FaCt it17 5 !/2• notches at, the ends 6'-8' C80 J Pk13.:45t e2z - 90T gal ;6T , 16Ti: 2933 2 2s'6 4m0 . �I ':fi130to �, rrrrnsnr,h,te. vertical [ell fenfol'Cng and Ili t. All lintelsmeet or exceed L/3E,O vertical deflection, t Intels Y 6' (90) F22>3�°ST 665 1NI%55 :245. 5492 3/-7i5 522 ,64 . Ian 2929 MM -11'-4" and longer with o tcmnal lelgpt of 8' meet or �-PPd L /18O. 9' 8' 016) PRB AST 3a 4210 834 CM va 1342 115% E13ottorn field CdC♦P� t1 d to be IfXr+F�.ot thebottt89..... - 535 928 wri 219 Me 2TS of tlie Intel ccmq , "d" t tarps ole we' d to the tottam steel For 8" PRECAST W j 2" RECESS DOOR U-LINTELS 8. Cost-n-plCCe ccr r t!te moy be provided in canpostte lintel in lieu of catrxete nnsa"units. 9..Safe load r itrgs t=ra-d m ratlotol design otolysls per All 318 and ACT sto . SAFE LOAII. TABLE NOTES 1. A11 vobies dosed on:mnmun 4" barng. Exception- Safe lords for unfilled Irlels must to re iced by 209E If bea rig nth Is less thrn 6-1/2'. Safe bads for all remssed lintels lased on 8 noin ul beas Mg. 2. NR = Not Rated. ' a Safe baps are totbl supers posed ailorc>ble load on the section specified. 4. SoFe lards used an gr de 40 or g-ode ED field tetra. 5.. AddltonCd totem! lord ccpoclty con be obtnuted try the desig>er try - providing addonal tenfulced incisor" d]re the pit Intel B. Otte r1 tebol tiny be substituted for t➢4o a5 Feloom in 8• IMtel5 131111. 1. The de5cpet may evaluate concentrated loods frrsn the safe load tables by calculotng to moxm",reslstog.nument and-sheor at d-away from the face of. support. saf load from next lower he III_ o .- I�L^�'�ii -.C"`"'...- u�� ..c"`a=..i• �11'7:' EMNEME 0�I' ®M:Em 8. For c°nposle inlet tie,1�qhtIttss no shown, use e 9. A 1 safe hods n u11ts of per Inecr foot. •REDLGE VALUE BY 159E FOR BRADE 40 FIELD REBAR PRECAST & PRESTRESSED U-LINTELS gtt GRAVITY I�Ncn1 2'-1Oi34) Fi2l�A5T 23] � 44E Mai �i 90W 04V 99% 31fi6. 44'0 W34 lea 9004 104-0 MM 3'-E• (42) PRECAST 3139 ' 33n 4689 fin AMsM 9941 3156 4413 639 ,5r. - i 10412 rF13ra 4'-0• (48) PR�AST 20 23M 249E 346, 44M 6394 'BIB 264E- 4'F8 WEB ,57E I04V rM 4'-0' (54) PRECAST IE51 r161 F0 2E6, 34M - 4 441 489E � •915" 2n0 40121 W39- ,52E 9004 04-M 1 9F3a8 5'-4" (E4) FAST. 1-1 1223 � lea% -.2an wt26 aam 994E .2e9% scm 609E 5400L 6424 ,YO 54D'C�7) PRl3_AST 912 IIIIO - IO59 14'1a i M 2304 2121 SM loan 2464 4144 5455 44M 52e RML b'-6' (18) PRECAST - cEn - 1zs<s 2101 32Ea Zn46 3358 3" 4M5 a55 2101 ' 338" ' S260 'a3t 89'La 68%a -I--&- (90 I.faR13'AST '161- Q72% 16n5 2M5 '..Fl.%4 2439r 2886' 3333 '-r 2B0 3939 =5g16 sea." snail 9'-4. 012) F'RHJIST 5'H ` 1532 ' lae; 1469 -;1a17 . .t4e2 r194 2= Tag ®2 .I818. '25" 3469 4aM 3121 IO'-01126)PR�.AST 482 eo2 Ia5--9IS n22' 6lae.'t95 4y3 658 ..�25 5K : mm . 2Tn4 am 24o4 11'-4• (13Fi) PRECAST 445rw 93S EES MM4L 23%rrM alM 935 965 18S4 2441 aM14044 12'-0°044) PR13'A5T 414e64 Q54 Wei - 2a14 15'O IBIS 864 R54 16 221113'�'06O') PRF3J�ST 3.�2 ,2b - M M 1635 r224 14M ,48OT"M IBM23F3r29M 14'-OYI68) PRECAST SaB�9R a90 1462 cm tMa ilia loin 6M r1I4 Ma 266E0,6) PREa NR - IR IR IR Ira 1R w2 466 ,65 13V 2045 261D SIBS 365 IS' -a• (184'). NR w w w w w MMR 420 M5 1250 '1056 23ID 2890 34W rr-4' f2171W)PRES NR w` -w w tR N2 iR w 310 s3D 9M win wori 22m 2Eno 19'-4' (232)Pf'ZES NR Na IR wa wa , wt Na Na - 2413 430 '75a KM 1400 1120 2MO 21'-4' ($)F%2F5 - NR wa w NR w Ira wa Nx 193 EM 610 940 F340 ME) 2110 22'-0'(2649PRE5 NR 'R w WR . w w2 w N2 wn MXI .Sp.. 8-0 12M NEED RIO . 24'a wa Na 'wa wa N2 Na 2'- 'C34I PRIMAST . 3'-6' (42) F'�AST 4•-3" (48) FRti.AST 4'-6• (54) PRMAST s-4' Oi4') PRECAST s-10'(10) PREEAST ti'- i• (ls) FREEAST MO) PRECAST 9'-4. Ot2)'PRECAAST IO'-E,1126) PRECAST It'-4- 036) PRMAST 12'-131144) FREE -AST Er-4'060) PREEAAST 14'-O'06t3) PRECAST I4'-$(fib) P EST�1 IT-4' (1841) PREST�££I rl`-4• CZ )F'RFSTR�GE -R,-4' (232)PRESTRE56E UPLIFT -0Y28B )faRES N.R.NR - I 1 a4 1 e5 1 290 1 4M - 'f� 240 4,0 l20 IO30 1350 1610 - *REEJUF-E VALUE BY 25% FOR E NOTES: ALLIED LINTEL TABLES MATERIALS i$ INSTALLATION 1. ret" in precast Intel GREO per ASTM A515 2. retor in poured bean 6R4O per ASTM A615 3. ft For Precast Inters=4000i 4.. ft for Field concrete-300opsr 5..ca1r{ete rnosonny utrts per ASTM C-90 mot•trr ppeerr ASTM C2,0 hpe M or 5 B. cakuloflrns try R1ctclyd U Neta . RE, Riddle-Nerrmn 6yneerng Inc. 1. Shore all cmuposrte lintels 4' Or- Ek call lcwicanp051te bes colcubted with 1r5 saFri 9. k�urs�ha,ed on nomml.8• tEcrag (4• mnmun). - - 10. all hods Shorn in pounds per Inter foot 11. for loxW es not listed use ne)d .lager length for safe load FIELD REBAR r5 ER 40 CONCRETE FILL a n 181M 118E Is¢:- 340 494 n99 20e6. -Fn wa 3O2 398 1631 .. RM 922 1065 2E6 9M 156, new NM rt42 in 925 NJ;.- 321 as 6B 6-0 T14 NJ;?- 255 - N21 L99M 51e 940 F61 16D NR --204 - 512 Yo NR 112 eol v93 � ' %5 NR 161 Ta 941 441 sty . N.R. L3� EAU E 40 FIELD REHAR ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE 'U" LINTELS LINTEL NO. LELIG3H u aNF u6eD fitieD FlitFo taiLLEo ni�n FlI � aFt( Eo -fluFu. A -I 2'10• E549. E251 10t25 12000 120M ' 12000 120013 12O0D A-2 3b• . 3838 - =,A -.5231- A--; 11440 12000 - 12000 - 12000 A-3 4b' 2081 rn4 3m-1 461E EIBE 1269 8601- 9924 A-4 5'10' 1128, - In BE1 t810 24" 333E 3913 4E3T 5350 - A-5 lb' 9112 1056 1844 2542 3294 4029. 4-M 5522 A-6 9'4• 656 F36 F112 1534 1994 2436 2902 .334E A-1 lob' 489 - 483. 841 1110 -. 1522 185-1 3211 255E A-8 11'4• 502 612 1125 1530 21102 2455 2331 3389 A-9 12'8' 421 498 9OLT 1224 IE04 19E8 7=rn =I A-IO ET4• 393 449 114 10-93 Mai 692 21324 23M - A-11 1413' 342 313 690 938 12EB 1510 1808 2091 A-12 14'8' 3o8 334 6t8 842 1108 852 1624 181R A-13 "4• 212 285. 43E 611 am 988 Ii88 1380. P -I4 19'4• 250 395 w96 850 1138 14M 1E98 MM A-15. 2O'0' 225 MS - 4-6 l84' 1052 1300 1510 183t FIELD REBAR - - *5 GR 40 -s8•,� ALLIED TERAL SAFE LOADSO " CONC LINTEL NO. LENGTH 8"X8" UNfILLfD FILLED a'X/z' FRIED FIL1.E0 FILLED s"x20- FILLED 8'X24' RULED ®® r ' �■�.omlomsav©►��r� I® d 1 r— ROOF SHEATHING OVER TRUSM (SEE HAILNG ZOlES) I ACKNAIL YV 0) IGd NALS- WOOD TRUSSES • 24` OL. Pttd1 SEE ELEVATION BAY-2 GABLE TRUSS L' BRACE IV ISd AT 4- OL. IEEE SCHEDULE FOR SIZE �C\\AID LOCATION) .TA4. OSB .\ i` BRACE TO EMEND AT LEAST ' OR 112' COX W% OF RES LENGTH (SEE TABLE) . - 2.DIAL. BRACE • - A. END. tW 1 NAILS • EA EPU? W (4) - - T T • FIRST TWO BAYS 2X4 B 3/4` F 2X4 B TRIM MR U BLC �7�qp . .. ®BLOCK TO. OOR TRI158 ®STRAP TIE . EVERY 3rd - STUD COtdJECTNG FLOOR TRUSS TO 2nd FLOOR STUD F . BLOCK TO 2ND. 5TORY 5TRA NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS V llBEtreE cv TYFfl �G(oR INrERCHaJGAEIiE TE) FOR TRU9s To Ft2M'� WALL OR BEAM •,=4ECT1ON UNLESS NOTED OTFEIWSE (UNO- R) USE lV TYPE •A• (OR TIE) FOR TRIJSS TO MOCK. WALL 3) USE EFC�OTME66 C(IOONR-MRCWMKEABE tE.FOR ALL. JOIST 9443 R 4) I�El3) lSd OR,bI x'3 V4` PASELODE CAN NAIL TO FASTEN -JACK TO HIP GIRDER. (TAB) 5) GABLE TRUSSES REWIRE (V TYPE A• OR (V TYPE 'SC` STRAP AT 48. O/C FROM CENTER OF TRIA6, 6) ALL STUDS BELOW GIRDER TRIJ56E6 SHALL BE EITHER CONNECTED - W 8"PWN SP4 STRAPS TOP AND EJOTTCM W ADDITION TO OTHER $TRAPPING CN. PLAN& ff ULARL.Y, 4X4 POSTS REGWE (2)-SP4'n CIS EACH END. 4X& POSTS REQUIRE (3)-6P4's ON EACH END. T) BOTTOM HALF OF HTS* TRUES STRAPS SHALL BE EITHER NEATLY URAPPED UNDER DO4EL.E TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD. OR POST DEPENDING CN ALIGNMENT OF GIRDER AN STUDS OR POST .BELOW . SEE POST $TRAPPING ON lot AND Zed" ' PhlE3'�ATIC =lVgLENT HTA BE SUBSTITUTED FOR HATD NAILDESKGNAtiONS' - - BASED ON WATICNAL DESIGN SPECIFICATIONS FOR WOOD.CONSTRI)CTION.PROM TABLE S)3o - %4ILS. AND SPOOFS - LATERAL LOAD DESIGN VALUES' NAIL SFEAR VALUE (bed 'L' BRACINQ FE-OL0134ENTs STUD SPAGNS No i'SPACE I N 2z4 .i'.SRACE. 0) 2x4 i'BRACE - 1 tr12x& IVSRACE 43` - e'o' W-o' - IP S'. I W-O' -SAW 24' O'-O' - 4'-O' 4'-0- - W-10' 6'40- - V40- 0-W - IY-0" 2.4 LEDGER TO 114TCH BOTTOM Tc4 BLOCKPY. . 4B' OL. - CHORD SLOPE OF SCBSOR TAISS ATTACH TO BEGS WRIT CLUSIfEW OF (2) ILd NAILS i` BRACE NALS - g _ �IW _ A„ (^ `g @S0 IL � ++ MOM i• BRACE KIST EMEND AT LEAST WX OF WEB LENGTT _ . O _ .GABLE TRU59 WE8 gg E GABLE TraJss 89'P801( A35 . 3'-0' OL. j OR - B SECTION 'DOUBLE i• BRACE DETAL i 2x4 SF'IaJCE OR BETTERW)� LATERL BRACES • 4'-0' STRAP T6'E •D' OL. ATTACH (2) Wd TOENAILS (48' Or-) IOd NAILS- 4. OL. 2x4 LEDGER. TO MATCH BOYTOi V - ^ - - IZd NAILS . 4' OL. - - CTNORD SLOPE OF SCISSORTRUSS ?x4 BLOOONG'. '4S' ATTACH TO WEBS WITH CLI STERS - OL. - �. - 2x4 DRYWALLNAILER-4-0 : - OF (2) IOd NAILS ATTACHED UV Wd NAL - . 4- OL. TYPICAL m5 C m . O r 2X4' - _ TOP PLATE TYPICAL` CsABLE ATTAC 4MENt TO WOOD FRAMING END.WALL GABLE TIaISS UEB co t - - ONE- THIS INSTALLATION IS INADDITICN'TO . - SECTION LL . SPACING RE(SUf4=7'18NT3 CF TRUSB MMIFAGTIRER SINGLE i' BRACE DETAIL a 40-0-0 L . B B . O Q ILi p GJ� Q cz (2) 2x, P05T O N N N N LL RFTFr12. ' FT12 F6111 ljLL * 3-IOI V W. 0 1 i Wa QFTq' I I(2) 20 FTIS a r-Tq 1 I (2) 2xlO - FT15 (2) 2— P05T 2 1 1 N 4 O FT15 Q � 1 1 I-T-O ItII .y B 5 ybT§s Frb 5�FT$ 1 I .. © gs O its FT8 - FTC i r„ Ul US N 13 XL, ul W O N D. pnpti ul 9 Y V O `a LL LLi w wy 5YM GOi�EUGT DESCRIPTION LSTINGANGE FA LO lJ LIFT MAX.N DFL% YPa 5PF A METAIB CONCRETE STRAP SBGGI g603 (I) 1 14-I0dxl.S" 2) I 10-t6d - I500 14g5 B H5 HURRICANE GLIP NER 3g3422432 4-8d 4-8d 1485 455 265 C, MT516 TWIST TIE NER 413 14-10d 3116 1000 860 D L5TA30 STRAP TIE NER 413 443 22-10d - 1670 1670 E HUS26 SINGLE FACE MOUNT HAN6E NER 3q3 14-16d 4 6- .16d 10000 1550 1110 F HU526-2 DOUBLE FAGS MOUNT HAN6E ER 3q3 4-16d $ 4-16d 8033 lobo 775 ML MBHA3.56/-1.25 MASONRU HANGER 8" . SBGGI g603 0-I0d, (2) ATR 3/43/a x 8" 5a55 1885 T355 MH MBHA3.56/q.25 MASONRY HAN6ER' q.25 5BGG1 g603 14-I0d, (2) ATR 34"3/6 x 8" -6050 3145 2260 MG MBHA3.56/11.25 MASONRY HANGER 12" 5BGG1 g603 14-10, (2) ' ATR 3/4" 3/g x 8" 6050 5145 2260 0 HDSA HOLDOWN TO 3" WOOD NER 3g3,46q (3) 7/8"3/a A.B. 2866-7 6465 4650 0 5P4 TOP PLAT ANGHORS 4X NER 432,443,4gq 6-I0d x. 1.5" 2q.17 735 550 R 5P6 TOP PLATE ANGHOR 6X NER 432,443,4gg 6-I0d x 1.5" 2g17 735 530 X HOT-2 HEAVY C71RDER TIE DOWN NER 432 8-10d 4 3/4"3/6 or LBP 5/8"3/8 28353 8665 6485 AA BG4 POST ANCHOR $ GAP 4x4 NER 421 3=16d 4 3-1&1 3100 ciao 700 BB BG6 POST ANGHOR 4 GAP 6x6 NER 421 6-16d 4 6-16d 4700 1050 750 GG BC46 POST ANCHOR 4 GAP 4xb NER 421 6-16d 4 3-I6d 3100 q80 700 66 HT520 HEAVY TWIST TIE NER 413 24-I0d x 1.5" 4450 1450 1245 11 H02A HOLDOWN TO 3" WOOD NER 3g3,46q (2) 5/b"3/a 12150 2775 2000 MM HETA20 HEAVY GONGRETE STRAP NER 3g346q (1) 1 14-10clA.5" (2)121y 14-10d - 1735 14g5 LL HHETA20 GONGRETE STRAP NER 3g346g (1) 1 17-10dxl.5" (2) 1 15-16d - 2130 la60 00 MTT2813 HOLDDOWN NER 3g3432 24-16d AND 5/8" OR 5/4" DIA A .- 4455 4455 X I � . %e ttv Im-N0d NAILS • WALL SR®S I FEARER LISdE= IF A BLOCKED DAPHRAGMI ZONE IB CALLED FOR ON ROOF ROOF FRAMING ME'..PLAN PROVIDE 2X4 BLOQ@G a ALL PLYWOOD PANEL EDGE$ I ■I ■ - a iiIr (am CONNECTOR CHART NAIL" a 4. OC. FOR BLOCKED. DL4PHRACki ZONE .-. . SCHEDULE FOR TRUSS .. - STRAPS) 8d NAILS AT 6' OJ;. OR 8d NAILS AT 4' OC. OR EQLLLIv. DouBI.E TOP.PLATE E -B!AL ATE PHLEM STIC NAL AT NAL AT SUPPORTED EDGES 0 SUPPORTED EDGES AND 1/I6. OSB OR CDX AND BLOC'lQdb AND 12' OC. 12' OC. FIELD FOR OTHER EXTERIOR SFEATINWG ALAS AREAS of ROOF NAILED W/ Wdd GALV,_- e 4. Or -EDGES AND .. _ ..... V"OL.FELD _ _ ... 1A6 'oss SHEATHING. v -`- 0 2x4.PT. WALL STUD ILV _ : OR 1,121 CDX TYP. : (3) 112• DIA ANCHOR BOLTS TO BLOCK _ - __.._ ...: 4'-0' .. yq 6 91 V2• DIA x 8" ANCHOR BOLTS EMBED INTO FOUNDATION WV LocATED °' OF ROOF SHEATHING NAILING EACH END AND 32. Or- nRS MO ELSEWHERE PATERN DETAIL T OF WALL I HEADER STUD 2x4 P.T. BOTTOM PLATE - - 'Ir $TRAP EVERY OTHER STUD .. -. TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS ' W/1. S, BAR 2X 6=6 (�, or 2X - - - : •w EVERY Or TOP PLATE STUDOCKMCs REQUIRED: PROVIDE 2X4 I BLOCKING IN THE FIRST THREE FRAMINGG c 2X4lBLOCKNG P>j e LLSPACES AT 48" O.C. REMAINDER TO BE ;+ e'OC: SEE BLOCKED AT 96" O.0 OR RAT RUN �INET a SCHEDULE FASTENING: FASTEN FLOOR SHEATHING- S o AL a VERTICAL TO FRAMING w/ Sd COMMONS OR Sd o FRAME WALL AR E CELL wn' S BAR I HOT DIPPED GALVANIZED NAILS ATTHE FOLLOWING SPACING: G. BETWEEN OTUDS 1) 6" ON CENTER AT ALL PANEL DETAIL TYP. BAR TOP U U TO EX &F-W-A�MEONMECTION EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMINGWOOD TRUSS STRAPPED AS SHOWN ON. TRUSS LAYOUT :FRAMING (2) 2X- TOP PLATE to 24" O/C) DBL. DO HEADER FOR: 4'-6' MAX - - OPENING, -OEM- 2XIO HEADER FOR 5'-S' MAX. OPENING UN.O. 2X-BLocKW6 AT MID -SPAN I6. O.C. STUD 5PACING FOR INT. Df;y- FRAME WALL - Y I 1 I I I I Y I I_ I- I EERY CpN� - - / .. , - EVERY otMER enD (TYPJ SLAB• . L BLommz a 48" O/C MAX. IN FIRST THREE EXPANSION BOLT FRAMING SPACES t 96" Oli.. THEREFORE ANCHORA6E 24' OC, FLOOR BRACING AT ENDWALLS BAD FRAMING FR M N TRAP ING INTERIOR BEARING WALL 0 DOOR 8 AS TRUSS LAYOUT WOOD TRUSS PLAT4ETOP SHO APPEN A5 - TOLMJ TIZI188 LAYOUT --' LQ' X 8' EXPANSION BOLTS e 48" CC. - CM WQ_L_ 2x-BLOCKING AT MIDSPAI I6. O.C. STUD SPACING. FOR 5l(- FRAME WALL - QPL4TE ANCHO SEVERY TUD OTHER ( / BOTTOMM)-- BOLTS • ------------------ KW FRAMING & STRAPPING KNEEWALL OVER CMU B7 FARING GENERAL NOTES GENERAL l/I6•. 050 L LIVE LOAD& - - OR i!)• CDX POOH. 20psf FLOOR: 40psf STAIR 40psf - 2. WIND SPEED 110nph 3s® guets • 3. ALL WORK TO BE IN. ACCORDANCE WITH THE FJ3C. 2001 CHAPTER 16. 4. ONLY WRITTEN CH44NGE8 APPROVED, BY THE Etr.MER SMALL BE PERMITTED. - MAL SIRACDM E CONCRETE -. FRAMING L':, ALL WOW TO BE IN STRICT ACCORDANCE WIT14 THE ACI 31S 2. MIX DESIGN CRITERIA.- ;� ALL -CONCRETE -TYPE I PORTLAND CEMENT. (ASTM C 50) COMPRESSTYE STRE 114 a 28 DAYS SHALL BE 25M Zpe..FOR •t SLABS'AND FOOTINGS MID 3V sI ELSEWHERE AIDNJ. . ...•... ......... ....••=.• MAXy�f10ATER-GENENLRAiIO.BY LLEICHf.FOLLOIUS: ..' - - - COI'WRESSWE� ENTR2iIED AENTRAINED STRENGTFI(psi) CONCRETE. CONCRETE EXTERIOR WALL SHEATHING 2500,0.61 0.54 VYS _ 30M - 0.58 0.46 ' NAILING PATTERN DETAIL °t1 G 5 OTTER 5' WATER - POTABLE CHLORIDE - NINE L PT. 2XS ' DIAh•J• r CPU (TT'PJ BOLTS a W/ Vt48' 1MX. -3• ODE NOF41AL WEGsHf AGGREGATES IN COMPLIANCE UATH THE RECUIREPENTS , OF ASTM C 33- 6MINI ' EMBED. (TYPJ 4. FIBETb"ESH FOR SLAB To BE AT A RATIO OF .15 LBSJYARD. FOUNDATIONS L.. FOOTWG D OW4 BASED ON MINR'UM ALLOWABLE 801L BE.ARINIG■ PRESSURE OF 2000 pef. . 2._ IF. FOOTW. ELEVATION OCCURS M DISTURBEDJNSTABLE OR. UNSUITABLE THE ENGINEER SMALL BE NOTIFIED AD NECESSARY ADJUBTMENTB BE MADE PER His NaTRIICTIONs. 3. PREPARATION OF THE &ocPADE TO FOLLOW RECOMMENDATIONS AS OUTLINED . IN THE GEOTECHNICAL REPORT. SOU, - 4_ STEPS IN WALL FOOTINGS SMALL NOT EXCEED A SLOPE - OF (U VERTICAL TO (2) HOWZCNTAL - - 5. CAUTION SMALL. BE USED WHEN OPERATING- VIBRATORY COMPACTION ECLIPMENT NEAR I EXISTING STRICTURES TO AVOID THE RISK -OF DAMAGE TO THE STRUCTURE. MASONRY: L . DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUIL.DINC- CODE REQUIREMENT$ FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 530J 2. CELLSINDICATEDTO BE FILLED SHALL BE GIZOUTED WITH 3000 psi CONCRETE (8' TO ID" SLUMP) PT. 2X4 FILLER S- N.4�IL6 P.T. 2X6 W/ Vt•.. DAP%. 'J' BOLTS • 48' MAX.. W/ 6- MIN. EMBED. (TYP.) o ° o a - DETAIL: TYPICAL JAMB FASTENING 3. PROVIDE 25' LAP FOR STEEL a ALL LOCATIONS. OVERHEAD GARAGE DOOR 4. ALL CELLS ADJACENT TO CORNERS, END Or SMEAR WALLS AND UNDER CONCENTRATED LOADS SGALE: N.TS. SHALL CONTAIN VERTICAL REI FORCM AMID SHALL BE FILLED WITH CONCRETE - A ST _ TN 2000 I) (ru, t5o0 U 5. CONCRETE HLCO'KS. SHALL CONFORt1 TO ASTMT C-90 (28 D Y RQi' pe - pa , LAID -IN RR3NIJCs-BOND. - - NOTE 6. MORTAR SHALL BE TYPE N., THESE RECUIREMEN S APPLY 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UNO. - WHENWINDOWREWS FASTENING WOOD : METHOD IS NOT SPECIFIED. - L ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SMALL BE DESKdNED, DETAILED, AND FABRICATED IN ACCORDANCE WIN 11-EPF=Mu;ZE8 AND REoUIRMENT8.OUIL.INED IN THE LATEST EDITION OF THE NATIONAL DESK3N SPECIFICATIONS FOR WOOD CONSTRUCTION. - - 2. THE WOOD TRUSSES SHALL BE. SIZED AND DETAILED.. TO FIT THE DIMENSIONS AD: LOADS,. INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES .AND SECTION PROPERTIES - PT rK BI1CK8 FOR wINDOWB AND 1X)DRS - ASSIGNED AND APPROVED BY THE BUILDING CODE: DESIGN CALCULATIONS SIGNED AND SEALED BY V WE MANUFACTURERS NSTALL.ATION A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE .ENY. "EER.FOR APPROVAL INSTRUCTIONS. - - 3. PERMANENT BRIDGING PERPENDICULAR TO T14EWAN OF THE TRUSSES SHALL BEPROVIDED AS 2J ALL WINDOWSHIMMUST BE FULL RECUUED BY THE TRUSS MVYNIFACTURER. TRUSS MANUFACTURER SHALL PROVIDE -STATEMENT THAT WIDTM OF SASML BOTTOM CFIORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. U FASTEN WNDOLLWOORTO-PT BUCKS PER tUUdFAGTUIZER3 IlBTALLATION N8T1bJGT10N8. - 2J ALL WINDOW 844R9S MUST BE PULL WIDTH of SASH. TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENING AND 35 F5F RATING) (11/20/03) I NAIL INTO 2 NAILS INT, TOPPLATE , TOPPLATE 16 AATNG & STRAPPING INTERIOR BEARING WALL e 24' OL. 1'1Ax DOUBLE TOP PLATE - 2X P.T. BO` TTTOEI"I �A1SON : AINCHCRAGE -. • 32' OC. - 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWWG GRADE AND SPECIES = i SOUTHERN PINE-SUfNFACES DRY USED AT M MAX_ ML C. GRADE N01 OR SPFd10E PINE FIR X SOUTH GRADE NO2 5. P20NDE GALVANIZED METAL HAW3ER3 AND FRAMING ANCHORS OF THE SIZE AND TYPE REGOM•EMAED BY THE MMIFACIURER FOR EACH USE INCLUDING RECGhTEfJDED NAILS. (F6IGINES - corcECTORs DR EauIVALQNT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MWIIPI or.V2' DIAMETER. AND 6• IN L.EW.TM (ASTM A-301) WITH MIN I V2' DIAML WASHER UN.O. I. PROVIDE FRAU'IING- MEMBERS OF SIZES AND OF SPACINGS SHOWN. OR IF NOT SHOWN, COMPLY WITH LI1rcIM1 E"FR4 HEIGHTS CHART. DO Nor SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. & ANCHOR AND NAILING AS SHOWN, AND TO COMPLY UTH THE RECOMMENDED NAILING- SCHEDULE FROM THE STANDARD BUILDING. CODE.. LATEST EDITION - - 9. poor SHEATHING= - - 1/I6" 086 OR V2' CDX SEE DRAIINGB FOR NAILING PATTERN. . AL VERIFICATION OF FIELD CONDITIONS : L CONTRACTOR SHALL VERFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME WHT M THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CCMIDITIONS AND DATA.PRESFJNTED IN THE DRAIUMGS, SUCH CONDITIONS_ SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AM NECESSARY ADJUSTMff•NT& MADE PER FASIN$TR. yCTUCNB: - - 2. FOR ANCHOR BOLTS LBE HuG{ES OR EGLIIVALE Nf (A-96 OR'A-301 STEED 3. PROVIDE 2X4 BLocKw. CN ALL SIDES of THE RIDGE VENTS WITH 8d NAILS AT 4" ONCENTER. PRE ENG 1NEERED WOOD FLOOR TRUSS.e 24'•OC: MAX 12 4 an If N TOENAIL FLOOR TO Top PLATE /V * PENNY NALS. (2) ON ONE SIDE, (V ON THE OTHER.. %DETAIL• INTERIOR BEARING WALL W/ NO UPLIFT B@®I'■ £N L$ J m 3 118Y 0 tYe. 0 � ot u OH A � 3II 7 _ \ lllb• OSB \\ OR V2• CDX - \ ----- COW. 2X4 NAIL. ` TO EACH TRUSS Rom a;L� MEMBER W/4 10d NAILS EA. - SADDLE CRICKET - .36• oC, 2X6 $RAGING e-BRACKET. 0 0 41 - 2X STUD L DETAIL. I" NOSING MAX. IX6 RISER BACKING HATC44 ROOF SLOPE - C 11M 2X4 NAIL _ TO EACH TRUSS C MEMBER,. ROOF TRUSS b` aqcl- \\ 1/16"SOLID . OM OR V2• CDX FRAMING SECTION THRU CHIMNEY CH INTERIOR CHIMNEY CH1 5AVVLE CRICKET \`\\ GHIMN Y T%Y neTAI1_ i Cp INTERIOR CHIMNEY DETAILS N.T.S. 3/4" FLOOR SHEATHING—\ SADDLE CRICKET NOTE: SEE FLOOR PLAN FOR TREAD DEPTH ICo" U10C r TRUS$E: 2X12 2'0" OC 0_: W _ IX6 �(L N 2XI2 STRINGER FASTENED B DOTTOM 4 WEDGED 4 TOENAILED INTO-2-2Xi0 RAKED WALL DW � 50AFW 2x12 STAIR 'w - '® TOP - AT STAIRS -• STRINGER Q 2X STUD WALL TYPICAL _-SINGLE i IACfYa W11H 2X 2X4 TO ALL(>el 2X4 STRINGER RUN N STAIR MIN— 11• DRr ALL AND WJRT LEDGER _ \.( _ BOAR NSTALLA1kM nr= OF TWO RISERS AND ONE TREAD, EXCLUSWE OF. THE PROJECTION OF NOSW.. SHALL BE NO LESS THAN 24• NOR EXCEED 2S• M" TO V2• GAP P. Z O —2x12 STAIR STRINGER � Ui DETAIL: STAID TREAD w w DRYWALL .IRS w HANDRAIL SEE FLAN 2x4 NAILER ---------- - --=------------- TO WALL DETAIL: STAIR TREAD a WALL STAIR AND LANDING DETAIL UPLFT • CF mm M Wd NAILS MN • OF 3)16• Mom TI m STRAPS ' ` TO FEW.. - TAPCCNS TO CM M, FACIU;2ER (89I1SCN) (EACH STRAP) (EACH STRAP) 0-131 1 1 4 132-WW 2 1 4 THE MISSED FILLED CELLS CAN BE REPAIRED ` BY EPDXY GROUTING (V 5 REBAR (SEE EPDXY - - .;... • CONCRESIVE QRESORPAGLBO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS - - - - SNOW" ON PLANS BUT NOT FILLED IN THE FIELD ENGINEERING. PROVIDE 6• MIKMB EED. AND 3/4•1 HOLE INTO - 40 774-9003 M. " BOTH THE f3OhD BEAM AND THEn FOOTING 4-a4n FLs2ns P.O. arx 1MMAS GM µ/tAaMM F AN •A• STRAP IS MISPLACED - TOP OF BOND BEAM � 24' OR OR ". SGt 48• 4 PE/ LL BEAM � .PRE-ENGRIEERED �24• 6EE PLAN FOR POST SIZE i .. AT�T cTaH WALL, � WOOD TRUSS .. _ -A SB'IF6GTl lTT816 CAJd BE SUBStITIItED - - FOR EACH MISSED •A• StRaf (TYP. UO)U PROVIDE 2® Ga. GALV. ------- it PROVIDE (V 9 AT 48• PLEASE 8Eg9ZE EACH MTSIT STRTABLE - - - FOLLOtllBJCt TII[: AtTAOFaED T¢BLE AND A F/ASHW FOR TRUSS - � � ' `BOND BEAM WV O.C. VERT. AND.(2) 5 !V 5 CONL - ~: - ACCOF.tSRJG,70 TF 'tA'LFT SHOWN'FROM - : � - TO SIT ON .. CV 9 CGNL - .PROVIDE 45• :.. BELOW EA POST LOCATION FILL ALL - (2) T 22 !24 Sp'(PSON S 30Lb. max UPLIFT) or " ' - - .. tFE TTdJ39:I'WSiFJiC75 ER. STALL Ail TAPGONS URT11 `I-V2• MeL EMBED. v. SPLICES (TYPJ - 9 CELLS WITH 2�v 6ALfL- I PROVIDE OPEN CONC. ALTERNATE HEAD JT. AT 4s• oo GIRDER (2) K164 ES FZM112 OWOLb. max UPLFT) or !2) SEP ICD ADS-2 (3412Lb. max UPLIFT). - !� U - HOOKS IN FND. - FOR WEEPS . . LINTEL BEAM W/ (V 5 COW. .. p-B WAL - FLLED CELL 8' CMU WALL—� - - lV •5 vERTICAL BRACE EXTERIOR 51DE 0 GRADE AWAY - DOUBLE TOP PLAN FORT. QUANTITY " - - OFWALL DURING - S° CMU -140USE COMPACTION OF THIS PLATE 641P.WN MT516,.. • AREA 5 . 48. O.G _ • 9° MN lJ=. .. - ATTACH TAPCONS EPDXY GROUT 5 - - - ' EVERY OTHER HOLE - INTO FOOTNG AND TOP OF FOOTER BEAM 6• PMEMBED. W/ :.•S .. •. _ NOTF, TAFCANB SHOULD BE INSTALLED - - � ` - (4)5 _ CONT. AS - 2'-0' 3• CLR. COv. ALL REBAR ITYPJ .. f - � B. < 0. 4. - - - IN STRICT ACCORDANCE WITH THE - HAR FA s FECOhY�- - _ GROUT SHOULD NOTE. EPDXY GROSHOULD BE MTALLED IN _ _ RET NINAI G WALL AT PATIO .. STRIREATIONS. WItFI THE rlArirFACnas RA, NOTE. BRACE BIDE of Wtau . DETAIL for (2XG TITLITION A L SUEiS MISSED 'A" STRAP DETAIL ADEQUATELY DURING COMPACTION FOR PATIO SLAB. LEAVE BRAMS for (VII s GIRDER CONNECTION MS M FC MISSED FlLLED CELL DETAIL IN RACE FOR t DAYS AFTER: PATIO SLAB IS POURED - ,/4 � per. - .., a N �. O13 ?� W W X W �m c � � N V � m O C.Q.. p u, L O Oaa wall pIn I G _ .: R a 4 a 4 3 ao up � by p o $$ ` HANDRAIL TO HAVE A 'CIRCULAR` CROSS SECTION DIAMETER BETWEEN u o a. 1 1/2" TO 2", OR TO PROvIDE CRO55 SECTION WITH EQUIVALENT !u GRASPABILIT`( PERFORMANCE REFER TO FLOOR PLAN FOR STAIR SECTION — SPECIFIC TO THIS MODEL z w m T' IX RISER n 2X12 TREAD d � � m J O Xd m ATTACH R STRINGER ATTACH TREAD TO EACH 5TRJNGER NV(5)I0d NAILS 2X12 STRINGERS AT SIDES AND CENTER OF STAIRS WITH 2X4 SPACER AT SIDEWALLS. ATTACH SPACER TO EACH STUD WITH (2)I0d NAILS _ TOTAL STAIR RUN MIN TREAD = �" EXCLUSIVE OF NOSING 3/4' SUB -FLOOR FLOOR TRUSS 2X8 STAIR LEDGER CONNECTED TO FLOOR TRUSS WITH IOd NAILS ®b' O.C. ATTACH EACH 2X12 STRINGER TO LEDGER WITH (2)16d NAILS .THRU LEDGER INTO 5TRINGER AND (2)IOd NAILS TOE -NAILED ON EACH SIDE TO EACH Bd NAILS 5TAIR C.,ON5TRUCeTION t;)ETAIL d" Lo CM J W 0 r 1 LE 9 a II j t i 1 MONOLITHIC DETAILS SIMILAR w y ' - DM C. FIR TRIMrT7 - /' SKIRTBOARD (NSIDE) STAIR CONSTR tMl?ERIA BEYOND WALL gn NEUFLL PC 2X6 HAND�R�CAqeIIL A�BOV�E TDl�L4�TIhmps GRASPABILITY C40 0DE ZX2 BALUSTER--�i�� 1' V DM G. FIR 6KIRTBOARD (HANDRAIL OVER) DEG WELIE ✓ WOOD RAIL IR SKIRTS(CONSTR . ALL lU cl .A 0 O x a x IIII aryg U O Utni O co U H H 00 vi ui W W. 00 r L C'M J W 0