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107 Cedar Heights Ct 03-1977 CO
16 i re� -a do�& PERMIT ADDRESS c:ff % 11 saw Mors - 9L Q &J - CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR I r 0, A, - PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # " 1 DATE AO - PERMIT DESCRIPTION 40jjS PERMIT VALUATION 40 (24 SQUARE FOOTAGE 2.-341 d ty t� CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at. 107 CEDAR HEIGHTS CT for which permit 03-00001977 has heretofore been issued on 6 03 03 has been completed according to plans and specifications filed in the office of the Building Official prior to the ssuance of said building permit, to wit as ✓l1 2u% rj��..Q� �w►�Ly MI'LuL complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled —a* ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Subdivision Regulations Apply: Yes No APPROVAL DATE APPROVAL FIRE: Inspected T Sewer Lines In Sewer Tap Street Drainage 10l Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES O1-APPLCTN FEE -ELECTRIC 7 31 03 O1-APPLCTN FEE -BUILDING 6/03/03 O1-APPLCTN FEE -MECHANIC 7/17/03 O1-APPLCTN FEE -PLUMBING 6/26/03 02-ENGNG DEVLPMT FEES 6/03/03 O1-FIRE IMPACT - RESIDENT 6/03/03 O1-LIBRARY IMPACT FEE 6/03/03 O1-OPEN SPACE 6/03/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 3 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 107 CEDAR HEIGHTS CT for which permit 03-00001977 has heretofore been issued on 6/03/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-PLAN ALTERATIONS 6/10/03 35.00 01-POLICE IMPACT - RESID 6/03/03 91.93 01-RADON GAS TAX FEE 6/03/03 11.90 01-ROAD IMPACT FEES 6/03/03 847.00 01-RECOVERY FD/CERT. PGM. 6/03/03 11.91 01-8CHOOL IMPACT FEE 6/03/03 1384.00 WD IMPACT:SINGLE FAMILY 6/03/03 650.00 SD IMPACT:SINGLE FAMILY 6/03/03 1700.00 �rAA 40 M/34 OWNER B LDING OFFICIAL D E CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: C�11 PERMIT #: C--,?- \CT)_) `' ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. fl- _ + ngineering V3o 03 Q Fire n \A _Public Works OZoning ,n `N Utilities OLicensing c\ � P, CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) (1) 'r/ec ro w r $-nwog (:�AjR.d3 Qaok.va rN c-,co,jy or N Ind CERTIFCATE OF OCCUPANCY �� qh, REQUEST FOR FINAL INSPECTION **** cc SINGLE FAMILY RESIDENCE**** DATE: C�1 — PERMIT #: 1. ADDRESS: ►i CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire f) A .,Xublic Works IM 0 N 5 I/Soning r\ � r�, Utilities OLicensing cr k pg CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1. k 1 CERTIFCATE OF OCCUPANCY Q REQUEST FOR FINAL INSPECTION i i i i i i **** SINGLE FAMILY RESIDENCE**** 1 1 1 1 ( 1 1 1 1 1 1 1 DATE: - d�-O� PERMIT #: ��- \ci�-i i ADDRESS: CONTRACTOR: PHONE #: z 1 �1 E M 1 1 v ( 1 ri c c W � 1 O m g 1 V► c a� O v _N •y c 1 V V c a W W C d 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. 3Engineering OFire —"Public Wor OZoning r\ tiliti s OLicensing r\ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION Forhura mCa Mmy Use: BUILDING OWNER'S NAME Por'icy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I 107 CEDAR HEIGHTS COURT CITY STATE ZIP CODE SANFORD FL 32714 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 28, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( W - #Ir - ##.W or ##.#####) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY UkW 83. STATE SEMINOL E COUNTY 120294 1 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX 86. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONES) (Zare A0, use depth d kodrg) 1202940035 E 07195 4117,95 X NIA B10. Indicate the sourced the Base Flood oevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Olher(Describe): B11. Indicate the elevation datum used for the BFE in B9, ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Conshudon Drawings' ❑ Budding Under Consbuction' ® Finished Construction 'A new Elevation Certificate will be reamed when construction of the building is co npfete. C2 Building Diagram Number 1(Select the building diagram most similar to the building for which this owtificale is being completed - see pages 6 and 7. ti no diagram accurately represents the budding, p vAds a sketch or photograph.) C3. Elevations —Zones A14M, AE, AH, A (with BFE), VE, V1-V30, V (wilh BFE), AR, AR/A, ARIAE, ARIA1,4M AR/AH, AR/AO Compete Items C3.a+ below aooading 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. Stow fold measurements nts 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 CorversionlComments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top dbottttom floor (including basement or enclosure) 12. 9 ft.(m) o b) Top of next higher floor NIA . R(m) o c) Bottom of lowest horizontal structural member (V zones only) WA . R(m) o d) Attached garage (top of slab) 12. 5 tt(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 12.3 0.(m) o Q lowest ad)acent (finished) grade (LAG) 9.9 fL(m) o g) Highest adjacent (finished) grade (HAG) 12 3 fL(m) o h) No. of permanent openings (flood vents) within 1 R above adjacent grade 0 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 - t- TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE DP CODE 320 E. SOUTH S*M[E TE leA ORLANDO FL 32803 51(iNA I LIRE I �� I / _, �/ • � I �� �� I I I I � 1-'r 0ATE TELEPHONE 9=1 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Fortrh urarw Company Use: BUILDING STREET ADDRESS (Indudmng Apt. Unt Suite• andfor Bldg. No.) OR P.O. ROUTE AND BOX N0. Poky Nur*er 107 CEDAR HEIGHTS COURT CITY STATE ZIP CODE Company WC 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 agenVcompany, 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 atlachments 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 competed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being cornpleted — see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph) E 2. The top of the bottom door (including basement or enclosure) of the building is _ t(m) _in.(cm) ❑ above or ❑ below (check one) the highest Aacent grade. (Use natural grade, if available). E3. ForBuicin j Diagi anus 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the bulding is _ tL(m) _in.(cm) above time highest a4acent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery ardor equipment servicing the building is _ ft(m) _in.(crn) ❑ above or ❑ below (check one) the highest a4ace nt grade. (Use natural grade, if available). E5. For Zone AO ohty: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain nw agerrnerd ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must ce * this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and Cal only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in SecU= A a C and E are oared to fhe best of mytoroWedga PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ' ❑ Check here if atiacfhments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offal who is authorized by law or ordinance to administer the commungs floodplain management ordnance can corroete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable lern(s) and sign below. G1. ❑ The information in Section C was takerm from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is aftiaed by state or bras law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) GZ ❑ A community official completed Section E for a building located in Zone A (without a FEMAassued or conimunityassued BFE) or Zone AO. G3. ❑ The blowing information (Items G449) is provided for community floodplain management purposes. G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS R(m) Datum: _ _ ft(m) Datum: ❑ Check here if aUachments FFti A Form 81-31. January 2003 Replaces all previous editions . PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 28, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE S THE REOUIREMENTS SET FORTH IN THE a CITY OF SANFORD CODE CHAPTER 6. SEC. 6-7(A). o� J 30* GRAPHIC SCALE 0 15 30 1O A=44'20'54" n R=50.00' - L= 38.70' , s ��y � CB=N33 ;32'22"W ;' °�y(o�, C= 37.74 LOT 29 WALK IS 0`* OFF / ���P ,,66 578-3815"W_--_--- �c O RP - _ _ 50 p0, 4. PI CERTIFIED TO AND FOR THE �O EXCLUSIVE USE OF: , `\ COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC S�. A- � J ; A w �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 9-22-03, UNLESS OTHERWISE SHOWN. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLANE, AND ZONE AE, AREA WITHIN 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON T11E SOUTHERLY LINE OF LOT 28 (FIELD DATE:) 6-13-03 SCALE: I" - 30 FEET APPROVED BY: WRM � , �s � o •o. co o 1 c :. + 0 121 RAOIAI WALK IS I 0.2' OFF LOT 27 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. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1.816393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 J Q co W N �° 1 T T I LEGEND QFND NAIL AND DISC , LB 168 (9-22/03) 0 SET 1/2' IRON ROD AND CAP LB 16393 (9/22/03) CNA CORNER NOT ACCESSIBLE a DENOTES DELTA ANGLE L DENOTES ARC LENGTH C B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOIES POINT OF INIERSECIION PRC DENOTES POINT OF REVERSE CURVATURE P7 DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE — BUILDING SE IBACK LINE — CENTERLINE - — RIGHT OF WAY LINE 1 T• A EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK $/yy SIDEWALK CONCRETE PAD CS CONCRETE SLAB C CIIORD LENGTH PK PARKER KALON 1 HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA a-zf5.o3 ASM39642 FINAL 9-22-03 CKB JOB NO. ORMBOARD 06/23/C DRAWN BY: rLOT PLAN 01-23-0, SDO FOR THE FIRM RECEIVED REVISION PERMIT # Ola - lv 1+ DATE I I I 1 1 o l-e PROJECT ADDRESS 10 "1 C e cl o r 4�i I N -E % c+ CONTRACTOR a k a E )L� e t'" J s PHONE # 4 - .Z a. �, - 3 S-4 -\I-- DESCRIPTION OF REVISION UTILITY DEPT FAX # w o d e,,, ou C{ FIRE PREVENTION PLANNING Me-AMIM11111 JAN 112006 INSTALLERS LAYOUT SKETCH VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING NOTICE: THIS JOB HAS NOT BEEN CONFIRMED. PLEASE FAX AN APPROVAL WHEN READY TO ORDER. RELEASE APPROVED BY Ln I CUSTOMER: FLORIDA EXTERIORS JOB NAME: DELGADO c� Ln 2" WALLS rALL TU 15-0" I co —0" Al to I I co U M / WAL � l STU h Z 3 d AsTu 3 15— 0" to NOTICE: (n 0 w z BACK-TO-BACK HANGING RAIL AT RIDGE. DO NOT SCORE 0 0 w z wAL � Of a AND FOLD CENTER ROOF PANEL. Of 0- s1v Z O ROOF PITCH 44.5 44.5 3 1 /8 ROOF v v PITCH A00 44.5 44.5 44.5 [ M 3 1 /8 PLIT TRANSOM VERTICALLY — MATERIAL PROVIDED 20'-0" NOT TO SCALE 05W11309 12/16/05 FLOR—EXT DETAILED BY: RYAN CZARNIK DESIGN CRITERIA FOR *DELGADO* SUNROOM 1) BASIC WIND SPEED: 130 MPH 2) WIND IMPORTANCE FACTOR: 1 3) WIND EXPOSURE CATEGORY: B 4) EXPOSURE CLASS: PARTIALLY ENCLOSED S) INTERNAL PRESSURE COEFFICIENT: 0.55 6) COMPONENTS AND CLADDING PRESSURES: ROOF ZONE: 1: ROOF ZONE: 2: ROOF ZONE: 3: WALL ZONE: 4: WALL ZONE: 5: +10.6 PSF, —28.6 PSF +10.6 PSF, —38.4 PSF +10.6 PSF, —46.2 PSF +26.6 PSF, —40.0 PSF +26.6 PSF, —40.0 PSF W O 00 N W X O N (D 40 v O � Q °° o Z d I m Z N W (ZOO W OOn �^Z O ap 'tZ^ m N U J O 0 0 o0 Lo 0 0o Ix com 0 N N �ir0:0(o U) J Q lii l( Z Lij O O Z w 't Z O x O J = Q [— NUa lL �Q O U U to Wn N 0. =C! "1 g am o I'7 U WO Q H X W I O J � 0 a J J Q W o 0 00 to r, ELEVATIONS SHOWN WITH FACTORY GLASS TRANSOMS w 0 OD ."j U-oo 0. co cj X 0 0 0 co 1 0 C-D I 2o w op zc0. z uj I-- % 0 0 0 o co a: N L) -*, C 0 z Z LLJ 0 Z Z ui 0 o co 6cl 0 cp 77- Lo O -*o to en 111F., Coto 00 0c) Lr) Lf) Al A m z 0 0 CJ 0 0�-z w,t z 0 5x o 0 m < E- 0 a. u- Ld 0 z 0 0 z 0 U 3: rl 0 C'j Gj V) a: N C; 0 Ih -)o L, pQ 0 ALL TEMO STRUCTURES ARE DESIGNED IN ACCORDANCE A2 Na x TH CHAPTER 16 OF THE 2004 FLORIDA BUILDING CODE. 0 0 NOTE: ALL OPERATING GLAZING PRODUCTS SUPPLIED BY TEMO Cad SUNROOMS INCLUDE TEMPERED w _j LLJ HPG-2000 GLASS THAT CONFORMS LLJ o TOTAL WEIGHT OF TEMO PRODUCT: 2084.00 lbs. WITH CHAPTER 24 OF THE CODE 0l 10 LEGEND: $ LIGHT SWITCH ® LIGHT # RECEPTACLE FAN 15'- 0" I� AlIi ce 0 FRAME COLOR:SANDSTONE FACIA/TRIM: SANDSTONE INTERIOR KP: SANDSTONE EXTERIOR KP: SANDSTONE SKIN TYPE: TEMKOR EXISTING HOME 44.5=OW DZ I I I QD I I NANDOW 44. * MANDOW 44.; 20'-0" A NOTE: ENCLOSURE NOT TO BE USED AS A PERMANENT LIVING AREA FLOOR PLAN 1 44. m J tal 0 N a W �x� ax0 3 too o `cz to qt 3� �j o a at-a0 1 0- �z c� x O 0 LLJ C) m�z^ \c � NU- �lN J NOTE: THE SIDE WALL ATTACHMENT TO HOUSE IS A NON -LOAD BEARING CONNECTION. PROPERLY CAULK BOTH SIDES OF ALUMINUM EXTRUSION AT THIS CONNECTION. �., O rn O 00Lo O 00 1 1 zo�NN �Q �� o= p Z W * 0 5i O J I Q [� NUdLL W 0 z O U U W of 0 N � S S " 40 d Ir N 0)o O U O W a O O O Z K Q N U H z x a W � o O m � <r m a Q 0 0 00 Q d d N \ x iu u� O -i 0 to O \ a n d .a6 3 -13�1 o a a�00 1 ZO 00 a. Z m d Z 00 SEE ATTACHMENT DETAIL '8' M N U 2TES4 TEMO ALUMINUM CLAD STRUCTURAL INSULATED ROOF PANELS 6 DET. I z II iA co O rn O o6to O co I I coco 0 N N co co � tU lG Q v to S EXISTING O p O tii 10-0 O�-Z HOUSE W o Z i Q 2TES4 [ -+NUaW FIG. J $,-0.. w 2" z ~ J W a 7 GRAD T N ul EMW ZXISTING CONCRETE SLAB " 0 N _ = n a 0: N ao 9 M o Q' SECTION A 3 oNo � Y O Z N (Y U x z W a I r O 0 USE STAINLESS STEEL or TRIPLE DIPPED ¢ m GALVANIZED FASTENERS INTO ACQ LUMBER W _j a w a ROOF PANELS: 3", 0.032, 2#, ROOF LOAD: 10 P.S.F. o o In 00 LJ p N 0_ x D SIMPSON LU26 AT EACH RAFTER O �_ tn �A.V. 750SIMPSON LU28 l(n CID ROOF SHEETING A.V. 850 O J�I ~ ONEW SADDLE TO MATCH CATHEDRAL ROOF PATIO NOTED a Q p ILYWOOD =ZdON SHEATHING 2 X 8 RIDGE OF COVER. LOCATION PLOT PLAN W 000 o O o pip � N U ..i J 1/4- TOGGLE BOLT J 0 12' O.C. EXISTING TRUSS OR RAFTER EXISTING HOUSE SIDE VIEW HANGING RAIL ATTACHED W/2-1114 WOOD SCREWS e 16' O.C. NOTES FOR PLACEMENT- 2 X 6 RAFTER 'ALIGN WITH TOP OF SHEETING IF SHINGLES ARE TO BE APPLIED TO TEMO ROOF PANELS OR 2 X 6 NAILER ALIGN BELOW TOP OF SHEETING S IF NO SHINGLES WILL BE APPLIED TO TEMO ROOF PANELS. EXISTING RAFTER TAII SIMPSON C.S. 250 MET NOTES: STRAPS AT EACH STUD 1) USE 16 PENNY NAILS IN ALL LOCATIONS 2) NAIL 2 x 6 NAILER INTO RAFTERS AT BASE OF SADDLE 3) NAIL 2 x 6 RAFTER INTO 2 x 6 NAILER 4) INSTALL 2 x 4 CRIPPLE FROM SADDLE RAFTER TO EXISTING ROOF SURFACE 5) COVER W/WATER & ICE PROTECTION CUT BACK VALLEY & COVER WITH WATER AND ICE PROTECTION 2 X 6 RAFTERS 0 16- O.C. (TYP.) HANGING RAIL ATTACHED W/2-M14 WOOD SCREWS E 16' D.C. 1NG DBL. CAP 2X4 CRIPPLES UNDER 2X6 RAFTER W/ATTACHED HANGING RAIL 2 X 8 RIDGE FRONT VIEW DETAIL 'B' YWOOD SHEATHING X4 CRIPPLES SET ON RAFTER AILS DIRECTLY OVER PLATE U z �., O rn 00 O OOu4i O I I a 00 00 ram. p�NN U� J Q � IA 1n p�Z W4ZOii O J = Q E� NUO_ LL II W J Q O U U N H n Ln a =i 40 � 01 cr < O 0 0 w V O yj 1- Q O U) LO O Y NOT TO SCALE i < N U ~ x w Z a } o O Ir USE STAINLESS STEEL or TRIPLE DIPPED 4 Q 5.: 0 GALVANIZED FASTENERS INTO ACQ LUMBER W w W 0 K O O 5-06-203 12:52PM FROM F!= [erntt a:)� 1�1�CT1Y OF SANFORD PERMIT APPLICATION Date: 1 Olw� Job Address: 1 -� . Description of Work Historic District: Zoaing: Value of Work: S Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pouf _ Electrical: New Service — tt of AMPS a (—).Z Addltion/Altl ration Change of Service 'Tempof 'y Pole Mechanical: Residential Non -Residential Replacement Now (Duct Layout & energy Ci►i;: Required) Plumbing/ New Commercia1:11 of Fixtures it of Water & Sewer Lines q of Gas Lines PlumbingMew Residential: # of Water Closets Plumbing Repair— Residential or Commercial r- Occupancy Type: Residential Commercial Industrial 'Total Square Footage: Coostrucdoa Ty!me it of Stories: p of Dwelllog Units: _,.___ Flood Zone: (FEMA form roquired for utocr u.dti X) Parcel Pl: (Attach ProoforOwnersbip & Legal Description) Owovs ,Name & Addr,ats: Centex Homes 385 Douglas Ave. Suite 2000 _ Al ramanteSpringsa�32714 Ptsone: 407-661-2150 Cootciicior Name & Address: Approved Electric Co. of' Florida 4874 S. Orange Ave._ Orlando. FL 32806 $testa Licesise Number: EC0002494 Phone R Fax: _ _ Contact PCnonJOhn ' Ftindla 1L... Phone: 407-851-1220 _ liondinp Company. .>ddi6 %lort;,age Lender• AiJdFUS ArOkiRcVEngineer: Phone: AOOrC1i. „ __ l�nx: Application is hereby made to obtain a permit W do the work and installations as indicoted. I certify that no work or installanon has commtncc4 pno. i:, .i.v issuance of a permit and 0- all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a scWdlc permit must be =ored rot ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS. TANKS, and AIIt 70N()ITIONERS,ctc. O ' M- D V rT: rectify that all of the foregoing information is areunte and that all work will be done in compliance with all applicable 1:..• . i cJ ulanng corupucdon and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RSSUI.r IN `/Cn nT, I•A YL>;t,; TWICE FOR MPROVSMENTS TO YOUR PROPERTY. rF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN Al7OfWEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. vATlt'F_ In addition to ►her requirements of this permit, there maybe additional restrictions applicable to this propt ny that rruy be found in du public rrcoras o: :his cuunry, and there may be additional permits required from other governmental entities such as water management districts. state ugencics, or fedcivi +rcncies Acceporcc of pernit is verification that I will notify the uwncr of the property of the Sig=urc o(Owner/Agent Uatc f:nr.t Owncr/Agcni's Name Si;na:ure of Notary -Sure of Florida paler 0w ,:r/Agent is _ PersOimalh Kno"11 to Me or Prnduc,;(l IU .4 y irE i.l( 1' ;Jti AI'I'I(OVU) I.IY• llldg.. _.. Zuiiinb. :Initisl Uatc Charles Cannon Print Contractor .agent's Namee��,�p. r� Ggnuure of Pn�n•Smtc Of Flondt Dntc PATRICIA A. KADLAC Conirdclpr/Ac:-.: is I crsunw;, K n AlMYO0MMISSl0N* DD013206 Piudu�'r": oral EXPIRNS:March 28.2003 M — --it P Notaryt3eMoaaBatoIg lira Onilial k. hair) 1, :...... VD: (bliti7l iC i>ric) (h>,u�l tt Ur:: ..4 .. :.'inyvrvyfc�P;p;y•rr ••M., qr.. .. t y=1ayKiti3e_'.?',%rvS;z..y:••,1?,%._ . 4 CITY OF SANFORD PERMIT APPLICATION Permit #: 103— /177 Date: Z 6— es Job Address: 10 e di+ e— /6fU 011,-r L A- t4&e JeAAr4 Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy C*. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines ' Plumbing/New Residential: # of Water Closets Z Plumbing Repair— Residential or Commercial Occupancy Type: Residential 7 Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: �"f Contractor Name & Address: Phone: 01:E►1J 869- 2 3si . 884 � s 781'. Sttateyicense Number: L'— 0 % fd 06 Phone & Fax: Contact Person: e, Phone: e Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 1 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 DAPROVEMENTS 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Personall% Known to Me or Produced ID Signature of Conumcior/Agent Date EdCAkApI i 467, X to 410-r i Prnt CQntracior Ageni'VName A fn% . ,V'1'I_IC'A PION APPROVED BY: Bldg. Zoning. riniti rc; (Initial & Dated 1pecia! Cundrtions: 3' 1MZM ItlAdvQI Ko'FC eekWdF1AVE Date mi. i MY COMMISSION t DD 164280 EXPIRES: November 12, 2006 ds° Bonded TMu Budntl NoUry Services 9Efbr/Ac;r. IS Pe onal'.v Known to Me or Produce,` ::)\--P1. (Initial & Date) FD: (Initial & Dar; Permit # Job Address: Description of Work: Historic District: :.. ;;�r�.l.��t �'•»ti ,.,,,y,,- > . � "'?�._rr. r,�:, •: `,}.`t'_ii-:f•.a ��,-��•SS55••' 1. 'iM�t/ / _1 CITY OF SANFORD PERMIT APPLICATION . ,,' Date• /% - /s- 03 Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm 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 Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel # Owners Name & Address: Contractor Name & Address: (Attach Proof of Ownership & Legal Description) Phone: AO CtflieMRtf+ETi STi?T T CITTTrIB 17ItrSrate License Numberrl HW Phone& Fax. T Alai MA174 TiRORMWIS27iN Bonding Company. Address Mortgage Lender: . Address: Architect/Engineer: Address: Phone: Fax: (LrYSO _ Application is hereby made to obtain a permit to do the work and installations as indicated. 1 cerify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws reguating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT, IN YOf n'< PAVlNG TWICE FOR WIPROVEMENTS 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 Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personalh mown to Me or Produced ID AMILK -XI ION APPROVED BY. Bldg Zoning :Initial & Date) 1-pccrar C'ondmons: Signature of Corinctor/Agent Date Rohec-t C. !Je(Io i��tss�i Pnpm Contractor agent's Nam LEI jaA'j.- ( ��•s -�� 11 Q p3 Signature of Lo_ry-State of Florida Date Contractor/Aver::; Personal, Known to Me or Produce,` ..-) (Initial & Datt) (Inrtr�l � I)2rrt __ MIRINDA C.IURNER EXP;r RES: June 14,2DO7 added 7hlnr Notary PP:d)k Ur denmten FD: ,,,� (Imial & Datc VISIONS PERMI DATE JUN 0 2 2003 ADDRESS CONTRACTOR CENTEX HOMES / PATRICK J. KNIG111- PH ft 407-661-2176 FAX #f 407-661-4089 DESCPRITION OF REVISION: ADD PLUMBING RISER DIAGRAM TO PLANS. UTILITIES FIRE BLDG T 1, �!!� / 2" V.T.R. 2" V.T.R. 11/2,, II/2" LAv LAv 2" v.T.R 2" WC 3" 1 3" 211 TUB 2" 5N 311 COMB. W+v 2" LAv 1 1/2" 311 K.S. 311 2" 2" 11 311 W.C. W.M. 3�� 3 211 Li TUB 3" N.T.S. �� Z s L-k Mowro 'e IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75506 DATE: 2931 BUILDING UNIT /D\, ..... ...... /1"9 PARCEL PLAT BOOK. PLAT BOOK PAGEn 0 OWNER NAME: ADDRESS: - APPLICANT NAME: /^~ � � �� ��������������������������������� ADDRESS: ___ ___ __ 1 (.411) USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTIONx Single Family House: Detached - Construction -------------------------------------------------------------------------------- PEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � _-------_---_----------_--_--_-_----_-_------_-_--__--_--_--__------------------ ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 GCHOOLS WIDE O dwl unit $1,384.00 1 $ 1,384.00 STATEMENT RECEIVED BY: __ (PLEASE PRINT NAME) AMOUNT DbE $ 2,285.O0 GIGNATURE:� ____-_�__--_-__------------ DATE: � _ 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 AREADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ` ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REOUESTEB, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYNENT SH[mLD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** ' *******************SINGLE FAMILY BUILDING PERMIT******************** PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 28, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPARVIl11.0 CAI CIII ATIr1NC fl OT f1NI YT LOT 28 CONTAINS 10834 SOUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2379 SOUARE FEET t TOTAL CONCRETE 496 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 7959 SO. FT, t PERCENT OF CONCRETE do STRUCTURE TO LOT 27% t cni IART, rnn TAC.r fI1P Tn CIIRRt LOT 28 UP TO CURB CONTAINS 11213 SOUARE FEET t THIS STRUCTURE CONTAINS 2379 SOUARE FEET t CONCRETE 776 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 8058 SO. FT. t A"? STg,3a 15 `N 41 50•p0 L'- RP V al �v -pip i .A y v ?4 37 4& ST ' PI " LOT 29 � O�� \ sT BUILDING SETBACKS REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. i PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES Y. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION FOR CONSTRUCTION. BUILDING SET BACK LINES SHOWN HEREON IS PER DATA NISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES Y. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE FAR.M COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X.' AREA OUTSIDE 100 YEAR FLOOD PLANE. AND ZONE AE. AREA WITHIN )DO YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 28 BEING S 78'38'15-W PER PLAT. (FIELD DATE:) REVISED. SCALE: 1 - 30 FEET APPROVED BY: WRM JOB NO, ASM39642 DRAWN BY: 7�0, o Q 0 N CAP S. CCt " \\ � � `I O""" UnVtY EASE 1 25 µNAGE ANO 38t 5tt lXl I I O 6=44*2054it L= 38.70' R=50.00' CB=N33'32'12"W C=37.74' LOT 27 1"=30' GRAPHIC SCALE LEGEND 0 15 30 BUILDING SETBACK LINE _ MLW MINIMUM LOT WIDTH CENTERLINE POS POINT ON BOUNDARY RIGHT Or WAY LING POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE x PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR PLANNED RECORD Pp PLANNED DEVELOPMENT CONCRETE G DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT Or CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT Or REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT Or TANGENCY (M) MEASURED IYP TYPICAL (CALL) CALCULATED A/C AIR CONDITIONER rND FOUND COW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT SW SIDEWALK R RADIUS P CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY HG NATURAL GRADE ORB OFFICIAL RECORDS BOOK 50 FT SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBIT6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAT. OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AM R A—?Z—03 rOR • tHE .�Lm I r IRM T &A M CATELLO JR. PSM//4928 DATE Ioil Alm IIII IIIOUIII DOI II III A " lid 11 IN A Ill I III This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. Q'a —I Q'I---% NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04801 PG 0180 CLERK'S # 2003072106 RECORDED 05/01/2003 09:46:06 AN RECORDING FEES 6.00 RECORDED BY G Ha•rford THE UNIIIERSIGNED 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. Q' 1. Description of Property: LOT i5nV , PRESERVE AT LAKE i n • ' Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. ^Contractor: CENTEX HOMES • 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 6614089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. 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 specified) CERTIFIED COP► RIARYANNE MORSE ILERK OF CIRCUR co U �Q. MIN COUNTY. FL IAA IrvC � FqM k � I ZI) , i Debra A. Riggs OP/ICB MANAOSR FOR CBNTSX HODS. SIS DOUGLAS AVBNUB SURE 3000. ALTAMOMB SIRINOS. FLORIDA 53714 THS FOREGOING INSTRUMBNT WAS ACKNOWLBDOBD BSIORB MB THIS APR 3 A 2003 BY DBBRA A . RIOOS.. OIPICB MANAOSR CBWM REAL BSTATB CORPORATION. A NBVADA CORPORATION With 27I8 HOLDING CORPORATION. A NBVADA CORPORATION. DBBRA A. RIOOS IS ►BRSONALLY KNOWN TO MS AND DID NOT TAKE AN OATH. NOTARY PUBLIC JACKIE CAINES NotC y Public - State of Roddo will Commission hcplres Jan 21, 2004 Commisslon # CC89)727 Permit No. Job Address, Permit Type: G CITY OF SANFORD PERMT APPLICATION -7 Date: XX Building Electrical MWbanical Plumbing Fire Alarm/Sprinkler Description of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: - X X Residential _Commercial _ Industrial Type of Construction: CONC . BL K. /06 Flood Parcel No.: ' 22-1-9-30-502-0000- I al Total Sq Ftg:11�� Value of Work: S 0 WIt (O •� Number of Stories: Number of Dwelling Units: 1 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE., STE. #2000, ALTAMONTE SPRINGS, FL 32714 Contractor/Address/Phone:. SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT) State License Number: CG C049689 Contact Person: MIKE ENWRIGHT Phone& Fax Number:_407-661-2184 *** 407-661-4089 Title Holder (If other than Owner): N/A' Address: Bonding Company: N/A Address: Mortgage Lender: N/A Address: Architect/Engineer HURRICANE ENGINEERING Phone No.: 407-774-9003 Address: P.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit'and that all work will be performed to meet standards of all laws regulating construction... in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS;, , : • POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. QW MR'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 andioning. 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 YOURt'3t."= NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. APR 3 0 2003 Signatutirff Owner/Agent Date PAT KNIGHT P int Owner/A,gont's Name( APR 3 0 2003 'gnature o Notary -St of lori a _ 3 FxPersonall Owner/Agenty Known to Me or _ Produced ID 003 Sig'*Vre'd Contractor/Agent Date PAT KNIGHT igContractor/Agent's Date ! PT-1LYA Contractor/Agent is XX Personally Known to Me or Produced ID APPLICATION APPROVED BY: /If),16 x Date: Special Conditions: CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centex-orlando.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 lot's 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 d -tw PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing i rument was acknowledged before me this aph 3 0.2003 by. Patrick J . Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. NOTARY PUBLI Ld KIMBEgLFpg7r ci ,SWO Thru N�r:ry F �. "r. J,dcrWnyrs CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centexhomes.com ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD via HAND DELIVERY 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and a the basis for the issuance of Permit No. 0 for the following work: LOTXPRESERVE 1Z LAKE MARY SINGLE FAMILY RESIDENTIAL (SFR) UtN) to "VMtJ hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or n CENTEX HOMES ROGER DIXON, INTERIM CITY MANAGER Page 2 the issuance of Permit No. . The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to Si a y' Peed � n�fped N'am6'r STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (Owner) Signature PATRICK J. KNIGHT Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this APR 3 0 2003day of by PATRICK J. KNIGHT as DIVISION PRESIDENT for CENTEX HOMES O who is personally known to me or O who produced their Florida Driver's License as identification. r ry Public �I"'SE.977:DD -M Print Name: MV9590��� My Commission •Expires: s.r.�irs U A ■of F11 6 4 O 6 Date Cityof Sanford Building Division g Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 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 - cast, west, north, and south. Finish Floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: I. Garages/Carports sq. ft. 2. Porches/Entries .Z sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. i. Total Gross Area Three (3) sets of completed Florida Energy Code Forms. 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. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fce statement. C. Property ownership verification. f. Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. if electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. APR 3 0 2003 O%vncr/Agcnl Signature Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I PARCEL DETAIL Alper!v cruiser 27 cf rt 11(11 K, First Si. �rdlr�rd hl. 127? 1 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market S3-SANFORD Parcel Id: 22-19-30-502- Tax District: WATERFRONT Number of Buildings: 0 0000-0280 REDVDST Depreciated Bldg Value: $0 CENTEX Depreciated EXFT Value: $0 Owner: HOMES Exemptions: Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: 2002 Taxable Value: Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 28 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "" If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://ww-vv.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305020000028(... 4/22/03 r PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 28, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA WDCDV1n11C rAl n11 AnnUC 11 nT nNl YI LOT 28 CONTAINS 10834 SOUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2379 SOUARE FEET t TOTAL CONCRETE 496 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 7959 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 27% t CAIIARr rnn TArr 111P Tn r IIRRI LOT 28 UP TO CURB CONTAINS 11213 SOUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t CONCRETE 776 SO. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 8058 SO. FT. t � n i i LOT 29 c'*N FLOOR SLAB ELEVATION MUST BE 16" AiE,CV'Tf ` R0WN OF ADJACE► T RSCAD UNLESS OTHERWISE APPROVED A\? { STa-3815" �0 3/ 4y PI STO , TjQ / /` /c, `\ BUILDING SETBACKS RONT: 25' SIDE 5' — FREAR: 20' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. S PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES _Y. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION T FOR CONSTRUCTION . BUILDING SET BACK LINES SHOWN HEREON IS PER DATA TNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES .Y. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE, AND ZONE AE, AREA WITHIN 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 28 BEING S 78'38'15"W PER PLAT. (FIELD DATE:) REVISED - SCALE: 1 - 30 FEET APPROVED BY: WRM ts, 0, 0. N �P $. LO \ 1 fT► O 2 11U1Y EASE,MCNt _ U 1 -'S pRMHAGE ANO5tt `A� IRApUII p � 51 �• 1'1 6=44'20'54" L= 38.70' R=50.00' CB=N33'32'12"W C=37.74I LOT 27 1"=30' GRAPHIC SCALE LEGEND o ,s 30 BUILDING SETBACK LINE MLW MINIk.UM LOT WIDTH CENTERLINE POO POINT ON BOUNDARY POL POINT ON LINE RIGHT OF WAY LINO PCC POINT Or COMPOUND CURVATURE %%% ItPROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT CONCRETE G DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS CB DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT Or CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT Or REVERSE CURVATURE (P) PER PLAT PI DENOTES POINT Or TANGENCY (M) MEASURED lYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER rN0 FOUND COW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT Sf�' SIDEWALK ITRADIUS cp CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT -Or -WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 328DI (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RLSTRIC11ONS OF RECORD WHICH MAY AFFECT T4E TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3, NOT VALID VATHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. A—IZ—03 JOB NO. ASM39642 DRAWN BY: • Job Truss Truss Type Oty Ply Centex-Odando/1928-B 8 C/sk/4-17-3 53906899 BH1 COMMON i Job Reference (optional) niversal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Tue Apr 22 16:40:30 2003 Page 1 -0-p 7-8-11 2 13-8.1 20-0-0 26.3-15 32-3-5 40-0-0 41-of 1.0-0 7-8-11 5-11-5 6.3-15 6-3-15 5-11-5 7-8.11 1-0-0 Scale .1:70. S 00 12 5x6 — I Bxe G 5X8 O K 50 1:' D 1 w , L xH 5x kx10 s 1 c F H s 0 s S I A e ¢ s M NI'yla 6 _ 3x7 - u T s R O P O 3x7 = 34 = US - 30 - 5x8 = US = 4.0-0 10-3-14 21.4-0 274-0 29.8-2 40-0-0 4-" 6-3-14 11-0-2 6-" 2.4.2 10-3-14 Plate Offsets MY): : K:0-4-0 0-3-0 P:0-4-0 0-3-0 LOADING (psf) SPACING 2-0.0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.14 R-T >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.47 R-T >529 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.04 R n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 299 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-13 oc purlins. Except: BOT CHORD 2 X 4 SYP No.1 *Except* 1 Row at midpt F-H B2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt I-R OTHERS 2 X 4 SYP No.3 2 Rows at 1/3 pts G-R REACTIONS (lb/size) B-1112/0-8-0, M-289/0-8-0, R-3521/0-8.0, 0--81/0-8-0 Max Horz B.-178(load case 5) Max UpIIHB.-285(load case 4),•M.-175(load case 2), R--688(load case 5), 0--81(load case 1) Max Grav B-1112(load case 1), M-382(load case 7), R-3521(load case 1), 0.18(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--2144, C-D--880, D-G--785, G-1-1289, 1-K-1467, K-L-506, L-M-242, M-N.22, C-E--1071,E-F--572, F-H.-670, H-J--27 BOT CHORD B-U-1913, T-U-1868, S-T-649, R-S-649, O-R--749, P-O--749, O-P--749, M-O--130 WEBS D-E•-298, E-T--910, F-T-1220, F-G-1405, K-0-678, L-0--435, I-J--1408, J-R--1362, G-H--1389, H-R--2157, K-R--780, C-U-294 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 TL20 unless otherwise Indicated. 6) Gable studs spaced at 2-0.0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint B, 175 lb uplift at joint M, 688 lb uplift at joint R and 81 lb uplift at joint 0. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing Indicated, fastened to truss TC w/ 2-1 Od nails. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 214.01b down and 54.91b up at 4-0-0 on bottom chord. Design for unspecified connection(s) Is delegated to the building designer. 10) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior Joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as It may relate to a specific building. Any references to job names and locations are for administrative purposes only 1 and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard o 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) ` U) N Vert: B-U--20.0, R-U--40.0, M-R--20.0, A-C--60.0, C-1--60.0, I-N--60.0, C-J--60.0 a Concentrated Loads (lb) p Vert: U--214.0 g Z " It Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899BH1 53906899 ICJ1 IJACK 14 Scala - 1:4. , 0.11-11 30 = „ .... LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) C--11/Mechanical, B-138/0-8-0, D-9/Mechanical Max Horz B-35(load case 4) Max UplihC--13(load case 5), B--89(load case 4) Max GravC-29(load case 4), B-138(load case 1), D-9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--28 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001;110mph; h-15ft; TCDL-S.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip. DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at Joint C and 89 lb uplift at Joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of Interior joints. Bracing Indicated on this sheet is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as It may'relate to a specific building. Any references to Job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ1 539OW99 I H1 I HIP TRUSS I 1 20 d-0 p 7-0-0 12.3-7 17-5.2 22.6.14 27.8-9 33-0-0 40-0.0 40.0 1-0-0 7-" 5-3.7 5.1.11 5-1-11 5-1.11 5-3.7 7-0-0 1-" Scala . 1 U14 M1118H= 5.00 12 5x8 = 5x8 = M - US = 7x10 M1118H= c D E F G H 0010 00��- - `�� 62 PA 5x12 = 2x5 II 5x10 M1118H= 5x8 = 5x8 = Sx8 = 2x5 II 510 = 5x10 M1118H= 7-0.0 7-1r12 12-3-7 17.5.2 22-6-14 27.8-9 32.10-4 33,0-0 40-0-0 7-0-0 0.1.12 5-1.11 5-1.11 5.1-11 5-1-11 5.1-11 0.1-12 7-0.0 Plate Offsets (X,Y): (B:0-3-13,Edgel FC:0-6-8 0-3-81 fF:0-4-0 0-4-81 fH•0-3-0 0.4-01 f1•0-3-13 Edge) LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.92 N-0 >512 TL20 245✓193 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.54 N-0 >306 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.28 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 241 lb LUMBER TOP CHORD 2 X 4 SYP No.1 D 'Except' T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.1 'Except' B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except' W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2X4SYP No.2, W1 2X4SYP No.2 W12X4SYP No.2 REACTIONS (Ib/size) B-3290/0.8-0, 1-3290/0-8-0 Max Horz B--75(load case 5) Max UplifiB--900(load case 3), I.-950(load case 3) BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--7651, C-D--10313, D-E--11877, E-F--11858, F-G--11858, G-H--10317, H-1--7650,1-J-26 BOT CHORD B-R-6973, O-R-7010, P-O-7010, O-P-10310, N-0-11877, M-N-10315, L-M-7009, K-L-7009,1-K-6973 WEBS C-R-707, H-K-706, D-P--1555, E-0--637, F-N--632, G-M--1549, C-P-3744, D-0-1783, E-N--21, G-N-1757, H-M-3749 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise Indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 900 lb uplift at joint B and 950 lb uplift at joint I. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 513.31b down and 181.21b up at 33-0-0, and 513.31b down and 181.21b up at 7-0-0 on bottom chord. Design for unspecified connection(s) Is delegated to the building designer. 8) Truss shall be fabricated per ANSIlrP1 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. if. tv LOAD CASE(S) Standard � s, I.ij 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 g^ «_ o 3 Uniform Loads (pit) Vert: A-C--60.0, C-H--125.0, H-J--60.0, B-R--20.0, K-R--41.7, I-K--20.0 Concentrated Loads (lb) Vert: R--513.3 K--513.3 - r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 ,rr- 53906899 JHIA _ HIP TRUSS d-0.0 5.9-1 9.0-0 16.4-9 23.7.7 31.0.0 34-2.15 40 0 0 40.0 p 1.0.0 5.9-1 3-2-15 • 74.9 7-2-13 7-4.9 3-2-15 5-9-1 1.0.0 scab . 5x7 = 5.00 12 p 34 = 3x8 = 2x3 11 T9 E F 0 Sx7 = 9(3 2x3 �i c 1 wt W W1 Wt B O P O 3x8 = '3x10 M1118H= 3x8 = K 'j N M L = b 3x7 3x8 = 3x10 M1118H= 396 = 9-1-12 16-4-9 23-7-7 30-104 40.0.0 9-1-12 7-2.13 7-2.13 7-2-13 9-1.12 Plate Offsets (X.Y): 1D:0-5-4.0-2-81 IH:0-5-4 0-2-81 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-O >658 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.18 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 192 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ibtsize) B-1653/0-8-0, J-1653/0-8-0 Max Horz B--90(load case 5) Max UpliftB.-344(load case 2), J--344(load case 3) BRACING TOP CHORD Sheathed or 2-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3332, C-D--3135, D-E--4008, E-F-4008, F-G--4008, G-H-4008, H-6-3135, I-J--3332, J-K-22 BOT CHORD B-O-2995, P-0-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995 WEBS D-0-265, H-L-265, E-0--443, G-N--443, C-O--151, D-0-1269, E-N--1, H-N-1268, I-L--151 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/1-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 V 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 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 oc , S Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B.& C RF Date Req:04/24/2003 Draw No:53906899H1A 53906899 j H1 B I HIP TRUSS Reference 1-0-9 5-6-0 11-0-0 17-" 23-0-0 29-0-0 34.6-0 40-00 40.0 p 1-0.0 5-6-0 5.6-0 6-" 6.0-0 6.0-0 5.6-0 5-" 1-0.0 scab - US = are = Sae = 5re = V ry M I r aai = 2r3 II Sae = Kris Sae = 5-6.0 12-0-0 20-0.0 28-0-0 34.6.0 40-0-0 5-6-0 6-0-0 8-0.0 8.0-0 6.6-0 5.6-0 Plate Offsets (X,Y): ID:0-3-0,0-2-41 (F:0-4-0 0-3-01 IG:0-3-0 0-2-4j IL:0.4-0 0-3-01 IN:0-4-0 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) VdefI PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.26 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.54 M-N >871 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 1 n/a BCDL 10.0 Code IFBC2001 (Matrix) 1 st LC LL Min I/de0 - 240 Weight:199 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP N0.3 REACTIONS (lb/size) B-1653/0-8-0, 1-1653/0-8-0 Max Horz B-106(load case 4) Max UpliftB--317(load case 2), I--317(load case 3) BRACING TOP CHORD Sheathed or 3-2.12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3425, C-D--2926, D-E--2807, E-F--3329, F-G--2807, G-H--2926, H-1--3425, I-J-22 BOT CHORD B-0-3067, N-0-3067, M-N-3277, L-M-3277, K-L-3067, I-K-3067 WEBS C-0-113, H-K-113, E-M-96, F-M-96, D-N-760, G-L-760, E-N--642, F-L--642, H-L--448, C-N--448 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Ops1; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior joints. Bracing Indicated on this sheet is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard O Cj i) :4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 B 53906899 I Hi C I COMMON Job 1-0-p 7.8-11 13-0.0 27-0-0 32-3-5 40.0.0 41.0 p 1-0-07-8-11 5-3.5 14.0.0 5-3-5 7-8.11 1 -" Seale -1 US = 24 II Us = Us= 3r8= 34= 34= Us= 10-3-14 20-0-0 29.8-2 40-0.0 10-3-14 9-8-2 9-8-2 10.3-14 Plate Offsets (X,Y): ID:0-3-0.0-2-41,IF:0-3-0.0-2-41 LOADING (psf) SPACING 2-0.0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.22 - L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.50 L-N >952 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Vdefl - 240 Weight: 188lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B-1653/0-8-0, H-1653/0-8-0 • Max Horz B-122(load case 4) Max UpliftB--290(load case 2). H--290(load case 3) BRACING TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3301, C-D--3027, F-G--3027, G-H--3301, H-1-22, D-E--2895, E-F--2895 BOT CHORD B-N-2948, M-N-2495, L-M-2495, K-L-2495, J-K-2495, H-J-2948 WEBS C-N--336, G-J--336, E-L--443, D-L-506, F-L-506, D-N-537, F-J-537 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5)'Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior Joints. Bracing indicated on this sheet is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to Job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard o v7 0 N Ix^ � a z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw N0:53906899H1C 53906899 H 1 D CO�1�IN� • �� ��! ��•.�- a •0•p 7.8.11 15-0-0 25-0-0 32-3-5 40-0-0 40.0 1-0.0 7.8-11 7-3.5 10-0.0 7.3-5 7.8-11 1.0-0 Scale 50 = US A00 12 2x3 11 3x9 = 3x9 = 3x9 = 3x9 = 3x9 = 10-3-14 20-0.0 29.8.2 40-0-0 10-3-14 9-8.2 9-8.2 10.3-14 Plate Offsets (X,Y): ]C:04-0,0-3-01,(D:0-3-0,0-2-41 (F:0-3.0 0-2-4] (G:04-0 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >979 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz( L) 0.15 H . n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell - 240 Weight: 193 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP N0.3 REACTIONS (lb/size) B-1653/0-8-0, H-1653/0-8-0 Max Horz B-138(load case 4) Max UplihB--313(load case 4), H_-313(load case 5) BRACING TOP CHORD Sheathed or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-14 oc bracing: B-N. FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3300, C-D--3028, F-G--3028, G-H--3300, H-1-22, D-E--2482, E-F--2482 BOT CHORD B-N-2968, M-N-2314, L-M-2314, K-L-2314, J-K-2314, H-J-2968 WEBS C-N--405, G-J--405, E-L--239, D-L-269, F-L-269, D-N-665, F-J-665 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. . 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated per 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 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 responslbilit) for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard a -j 2 ' • `t Q S. 3� Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 D Job Truss Truss'Type Oty Ply Centex-Odando/1928-B & fisk/4-17-3 53906899 HIE CCjA� 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 221626:33 2003 Page 1 -1.0.0 7.8.11 13.8-1 17-0.0 23.0.0 26.3-15 32-3-5 40-0-0 40.0,0 1.0-0 7-8-11 5.11.5 3-3-15 6.0-0 3-3-15 5-11-5 7-8-11 1-0.0 scats - 1 5.00 F,2 5x8 = 5x8 = 3x8 = 30 = 5x10 = 3x& = 3x6 = 10.3-14 20.0-0 29.8-2 40-" 10-3-14 9-8-2 9-8-2 10-3.14 Plate Offsets X Y : D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0.2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0.0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.20 M >999 TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >972 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) . 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl - 240 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.3 WEBS REACTIONS (lb/size) B-1653/0-8-0, 1-1653/0-8-0 Max Horz B--154(load case 5) Max UpliftB--333(load case 4), I--333(load case 5) Sheathed or 2-10-6 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-4 oc bracing: B-0. 1�Row at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3311, C-D--3025, D-E--2145, F-G--2145, G-H--3025, H-1--3311, I-J-22, E-F--2166 BOT CHORD B-0-2961, N-0-2422, M-N-2422, L-M-2422, K-L-2422, I-K-2961 WEBS C-0--379, D-0-590, G-K-590, H-K--379, E-M-557, F-M-557, D-M--633, G-M--633 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of interior joints. Bracing Indicated on this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information 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 ^� O O tu a O � g � Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B. & C RF Date Req:04/24/2003 Draw No:53906899H1 E 53906899 IH1F 1.0•p 7-8-11 13.8-1 19.0.0 21.0-0, 26.3-15 32.3.5 40-00 40.0 A T 1-0-0 7.8.11 z 5-11-5 5.3-15 2.0-0 5.3.15 5.11-5 7.8-11 1-0.0 Scale - 5.00 F12 5x8 = 50 = l� 3x8 = 3x8 = U12 = 3x8 = 3x8 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3.14 9-8-2 9.8-2 10-3.14 Plate Offsets (X,Y): 1D:0-4-0,0-3-01 1E:0-3-0 0-2-41 (F•0-3-0 0-2-4) (G•0-4-0 0-3-01 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 ' Plates Increase 1.25 TC 0.67 Vert(LL) -0.20 M >999 TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >966 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell - 240 Weight: 205 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B-1653/0-8-0, 1-1653/0.8-0 Max Horz B-170(load case 4) Max UpllhB.-352(load case 4), I--352(load case 5) BRACING TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 1 Row at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3307, C-D--3025, D-E--2115, F-G--2115, G-H--3025, H-I--3307, 1-J-22, E-F.-1965 BOT CHORD B-0-2956, N-0-2434, M-N-2434, L-M-2434, K-L-2434, I-K-2956 WEBS C-0--363, D-0-577, G-K-577, H-K--363, E-M-579, F-M-579, D-M--726, G-M--726 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL•6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint I. 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 not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard M r ca � :U . Q 4lii i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF . Date Req:04/24/2003 Draw No:53906899H1 F 53906899 IT1 17 -3 1-0-0 7-8-11 13.8-1 20-0-0 26-3-15 32.3-5 40-0-0 4,1-010 1-0.0 7-8-11 5-11-5 6.3-15 6.345 5.11-5 7-8.11 1.0-0 Scab -1:61 Us = S00 12 3x6 = 3x6 = 3x6 = 30 = 3x6 = 10.3.14 20-0.0 29-8.2 40-0-0 10-3-14 9.8-2 9.8.2 10.3.14 LOADING (psf) SPACING ' 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,67 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 H-J >960 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell - 240 Weight:•195lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (Ib/size) B-1653/0-8-0, H-1653/0-8-0 Max Horz B--178(load case 5) Max Uplit1B--360(load case 4), H--360(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B-22, B-C--3306, C-D--3026, D-E--2113, E-F--2113, F-G--3026, G-H--3306, H-1-22 BOT CHORD B-N-2955, M-N-2436, L-M-2436, K-L-2436, J-K-2436, H-J-2955 WEBS C-N--360, D-N-574, D-L--737, E-L-1164, F-L--737, F-J-574, G-J--360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per 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 TI ON r<' Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T1 53906899 •I CJ2 I JACK I �xr_ 1-10-3 1ri 1-1,1 Scale . LOADING (psf) SPACING 2-0.0 CSI DEFL 'in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft — 240 Weight: 8 lb LUMBER :ti BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) B-155/0-8-0, E-19/Mechanical, C-44/Mechanical Max Horz B-47(load case 5) Max UpliftB--67(load case 4), C--44(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--30, C-D--4 BOT CHORD B-E-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001;110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint B and 44 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for 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 reference's 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 ti 05 �j R er No: 11045 Cuntnmpr Name- CFNTFX N[)iMFC nPl Atinn Ch.,r% Me%- =120naand Contractor/Job: 1928 B & C RF Date Req:04/24/2003- Draw No:53906899CJ2 53906899 I GE2 I COMMON I 1 8 , -1-0-0, 10.4.0 , 20-8.0 621-8.0, 1-0-0 10.4-0 104-0 1.0-0 Scale -1 US = Zx3 II 0 2x3 II 3x•j = . 2x3 II 2x3 II 293 II W = 2x3 II 2x3 II 293 II 2x3 II 7.4.0 20-8.0 74-0 13-4-0 Plate Offsets (X,YY (G:0-3-O,Edge] LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.08 V >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 V >680 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 L n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 96 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) B-364/0.8-0, L-228/13-4-0, S--280/13-4-0, T-638113-4-0, 0-113/13-4-0, P-177/13-4-0, 0-123/13-4-0, N-253/13-4-0 Max Horz B-100(load case 4) Max UpliftB--123(load case 4), L--71(load case 5), S--285(load case 6), T--224(load case 4), P--70(load case 5), 0--47(load case 5). N--79(load case 5) Max Grav B-364(load case 1), L-228(load case 1). S-124(load case 4), T-639(load case 6), 0-124(load case 7), P-177(load case 1), 0-123(load case 7). N-254(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--185, C-D--125, D-E--100, E-F--184, F-G--117, G-H--134, H-1--145, 1-J--142, J-K--151, K-L--159, L-M-21 BOT CHORD B-V-111, U-V-111, T-U-111, S-T-111, R-S-111, 0-R-111, P-O-111, O-P-111, N-0-111, L-N-111 WEBS F-S-531 E-T--338, D-U--45, C-V--51, 1-1-0--91, I-P--130, J-0--97, K-N--180 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-1511; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B, 71 lb uplift at joint L, 285 lb uplift at joint S, 224 lb uplift at joint T. 70 lb uplift at joint P, 47 lb uplift at joint O and 79 lb uplift at joint N. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within V 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 o• o N ISOtu 1 � s r¢ e stomer No: 11n45 Cttctnmpr Nnma- ('IFNTIFY 1 r%RACC niQll AN111f% Qk.,r, kl^. eonncnnn Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE2 53906899 T2 _ f2 li IJob Reference 1-0-0 7-2-13 10.4.0 13-5-3 , 19-10-8 , 1-0-0 7.2-13 3-1-3 3.1-3 6-5-5 Scab . Sx4 = 50 = 10-4-0 19-4.0 1 -10 a 10-4-0 9-0-0 0-6-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.13 B-G >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(fL) 0.02 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-0 cc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2 REACTIONS (Ib/size) B-851/0-8-0, F-76610-8-0 Max Horz B-111(load case 4) Max UpliftB--215(load case 4). F--137(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--1362, C-D--1054, D-E--1049, E-F--1308 BOT CHORD B-G-1179, F-G-1107 WEBS C-G--352, D-G-677, E-G--255 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.0psh occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of It fabricator to increase plate sizes to account for these factors. 4) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 215 lb uplift at joint B and 137 lb uplift at joint F. 5) Beveled plate or shim required to provide lull bearing surface with truss chord at Joint(s) F. 6) 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 •, 17 'Pill f, l' V.y T 11• rl Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T2 53906899 ICJ3 IJA 14 11 IJob seal.. i 2W4 _ 2-10.3 2111-11 LOADING (psf) SPACING ' 2-0-0 CSI •DEFL In (loc) Well PLATES GRIP TCLL 20.0' Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) C-57/Mechanical, B-204/0-8-0, D-26/Mechanlcal Max Horz B-63(load case 5) Max UplIHC--52(load case 5). B--80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--43 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior joints. Bracing Indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibllity for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard C* . I •°' � ^ fit! • � 4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ3 53906899 1 GE3 22 -1-0.0 4.8-0 , 9-4-0 10-4-0 , , 1.0-0-� 4.8-0 U4 = 4-8-0 3114 = 3x4 = 1.0.0 Seals -1:1 2-0.0 6-1-8 9-4-0 2-0-0 4.1.8 3.2-8 LOADING (psi) SPACING '> 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) ' 0.02 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 F-H >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 36 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) B-443/2-0-0, F-417/3-2-8 Max Horz B--55(load case 5) Max UplifiB--137(load case 4), Fe-121(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--562, C-D-452, D-E--448, E-F--553, F-G-21 BOT CHORD B-1-462, H-1-462, F-H-462 WEBS C-1-72, E-H-52 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001;110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical'connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint B and 121 lb uplift at joint F. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of interior Joints. Bracing Indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ca li.l G; a ,. customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B, & C RF Date Req:04/24/2003 Draw No:53906899GE3 Job Truss Trusd Type oty Ply Centex-Orlando/1928-B,8 C4sk/407-3 53906899 EJ4 8 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215. Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 1-0-0 4-0-0 1.0-0 4-" snls . t:9 - s.00 Ff2 3 • T1 B 81 0 A.e — 3-10-8 3-10-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a n/a TI20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 A >762 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell - 240 Weight: 14 lb LUMBER z. BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C-93/Mechanical, B-239/0-8-0, D-36/Mechanical Max Horz B-82(load case 5) Max UpliftC.-74(load case•5), B--73(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-30 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.OpsP BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint C and 73 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of interior joints. Bracing indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibllit 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 IC J O � O N IL ^ a. o Customer No: 11045 Customer Name- r:FNTFY MnUPQ n01 etinn Qk#% . KI'%. connconn Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4 Job Truss Truss Type Oty Ply Centex-Odando/1928-B 8 Clsk/4-17-3 53906899 EJ4A JACK 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Tue Apr 22 16:2637 2603 Page 1 4-0.0 4-0-0 Scale 1:9.1 SAO 12 T1 A = et B3 c 1 3;4 = 3-10-8 3-10.8 0.1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a - n/a TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 A-C >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 B n/a BCDL 10.0 Code .: FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 _ TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) A-144/0-8-0, B-108/Mechanical, C-36/Mechanical Max Horz A-75(load case 5) Max UpliftA--20(load case 5), B--76(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-36 BOT CHORD A-C-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15f ; TCDL-6.Ops1; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint A and 76 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior joints. Bracing indicated on this sheet is to reduce'buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard I ro ' � a o �n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A -3 53906899 1 HJ4 . I ENDJACK 7 1-5-0 5.7-2 1-5.0 ' 5-7.2 C seals .1:1 3.51 12 T1 3A = 81 5.7.2 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.07 B-D >897 TL20 245/193 TCDL 10.0 Lumber Increas6 1.25 BC 0.43 Vert(TL) 0.12 A >177 BCLL 0.0 Rep Stress Incr. NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) B-212/0-11-5, D-202/Mechanical, C--17/Mechanical Max Horz B-73(load case 2) Max UpliftB--166(load case 2), D--62(load case 3), C--90(load case 2) Max Grav B-212(load case 1), D-202(load case 1), C-81(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-E-18, B-E-18, B-C--5 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7.98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint B, 62 lb uplift at joint D and 90 lb uplift at joint C. 3) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of Interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-E--60.0 Trapezoidal Loads (pif) Vert: B--6.8-to-D--113.1 Ltl N u� - d C fi � N N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ4 53906899 J CJ5 _ JACK 20 E U4 = 4-10-3 4.141 LOADING (psi) SPACING Y 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code ;. FBC2001 (Matrix) 1 st LC ILL Min I/deft - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purllns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 'T REACTIONS (Ib/size) C-126✓Mechanical, B-275/0-8-0, D-46/Mechanical Max Horz B-100(load case 5) Max UpliftC--94(load-case 5), B--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-41 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psl; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of Interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss -designer. LOAD CASE(S) Standard ,' t� 0 :.tk c Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B. & C RF Date Req:04/24/2003 Draw No:53906899CJ5 Job Truss Truss pe City Ply Centex•Orlando/1928-13 fjsk/4-17 3 53906899 • EJ7 =: JACK 14 1 Job Reference (opClonal Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1 : -1-0.0 7-0-0 1-0.0 7-" c scds - 1:15. 5.00 12 T1 B y� 81 0 W = 6.10-8 7AA 6-10-8 0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a - n/a TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A >93 BCLL 0.0 Rep Stress,lncr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-190/Mechanical, B-352/0-8-0, D-66/Mechanical Max Horz B-137(load case 5) Max UpliftC--135(load case 5), 8--62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-61 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.0psi; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within V 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 responslbilit 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 X F. yr + O * CV 4 t� 1 0 � t;usiomer No: 11 u4o Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ7 .•i 53906899 I HJ7 :I ENDJACK TRUSS •1.5.0 5.8.7 9.10-1 1.5.0"• 5-8-7 4.1.10 Scab -1:' D I \I U4 - a 2¢3 II 5-8-7 9.10-1 F Z13 1 LOADING (psf) SPACING . 2-0-0 CSI DEFL in (loc) Weft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Weft - 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B-428/0-11-5, E-403/Mechanical, D-222/Mechanical Max Horz B-163(load case 4) Max UplittB--194(load case 2), E--36(load case 3), D--148(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-H-18, B-H-18, B-C--842, C-D-46 BOT CHORD B-G-781, F-G-781, E-F-O WEBS C-G-169, C-F--857 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint B, 36 lb uplift at joint E and 148 lb uplift at joint D. 3) Truss shall be fabricated per 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 responsibilit) for the correctness or accuracy of the design information as It may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-H--60.0 Trapezoidal Loads (pit) Vert: 8--1.7-to-E--49.5, 1-1--0.0-to-D--148.5 I M 1. 9 i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7 i FORM 69OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 LMR D,') $' Builder: CENTEX HOMES Address: /,* J CEDAR HEIGHTS CT. Permitting Office: CITY OF SANFORD City, State: LAKE MONkkOE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 37.0 kBtwlu - 3. Number of units, if multi -family 1 - SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (112) 1928 11' c. N/A 7. Glass area & type _ a. Clear - single pane 210.0 fl' - 13. Heating systems b. Clear - double pane 0.0 fi' - a. Electric Heat Pump Cap: 37.0 kBitOu - c. Tintlother SHGC - single pane 0.0 ft' - HSPF: 8.35 _ d. Tint/other SHGC - double pane 0.0 fi' b. N/A 8. Floor types - -_ a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) f> - c. N/A b. N/A _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int tnsul, Exterior R=4.1, 1058.011- - EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 278.0 fl' - b. N/A c. N/A _ d. N/A - c. Conservation credits e. N/A (HR-Neat recovery, Solar _ 10. Ceiling types - DHP-Dedicated heal pump) a. Under Attic R=19.0, 1964.0 02 - 15. HVAC credits PT; - b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 fl _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27478 PASS Total base points: 29112 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:, DATE: 2 4 2003 1 hereby certify that this building, as desi ned, is in compliance with the Florida Ener de. OWNER/AGENT. " DATE: APR 2 4 2003 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: OF THE sT4" o EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32.0 44.66 0.94 1349.1 Single, Clear W 1.0 9.5 32.0 53.47 0.99 1701.0 Single, Clear S 1.0 4.0 10.0 44.66 0.87 387.8 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear E 1.0 8.0 40.0 59.31 0.99 2344.3 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total: 210.0 10331.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1.18 1248.4 Exterior 1058.0 1.90 2010.2 Frame, Wood, Adjacent 11.0 278.0 0.70 194.6 Base Total: 1336.0 2204.8 As -Built Total: 1336.0 1443.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1916.0 2.13 4081.1 Under Attic 19.0 1964.0 2.82 X 1.00 5538.5 Base Total: 1916.0 4081.1 As -Built Total: 1964.0 5538.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 198.0(p) -31.8 -6296.4 Slab -On -Grade Edge Insulation 0.0 198.0(p -31.90 -6316.2 Raised 0.0 0.00 0.0 Base Total: -6296.4 As -Built Total: 198.0 -6316.2 INFILTRATION Area X BSPM = Points 1 Area X SPM = Points 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB v3.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 36650.7 Summer As -Built Points: 38773.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 38773.3 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 13084.5 36650.7 0.4266 15635.2 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGauge7" DCA Form 60OA-2001 EnergyGauge01FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1928.0 5.86 2033.7 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4 Single, Clear W 1.0 9.5 32.0 10.74 1.00 343.5 Single, Clear S 1.0 4.0 10.0 7.73 1.05 81.2 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear E 1.0 8.0 40.0 9.96 1.01 400.7 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 As -Built Total: 210.0 2111.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 278.0 1.80 500.4 Concrete, Int Insul, Exterior 4.1 1058.0 3.31 3496.7 Exterior 1058.0 2.00 2116.0 Frame, Wood, Adjacent 11.0 278.0 1.80 500.4 Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1916.0 0.64 1226.2 Under Attic 19.0 1964.0 0.87 X 1.00 1708.7 Base Total: 1916.0 1226.2 As -Built Total: 1964.0 1708.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 198.0(p) -1.9 -376.2 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495.0 Raised 0.0 0.00 0.0 Base Total: -376.2 As -Built Total: 198.0 495.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1928.0 -0.28 -539.8 1928.0 -0.28 -539.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 34. 513 Winter As -Built Points: 8 030.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 8030.6 1.000 (1.078 x 1.160 x 1.00) 0.409 0.9w 3899.4 5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 3899.4 EnergyGauge"' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 - WATER HEATING & CODE COMPLIANCE STATUS - - Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT ft: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 15635 3221 10256 29112 1 13085 3899 10495 27478 PASS EnergyGauge"' DCA Form 600A-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 dm/sq.ft. window area; .5 c[nVsq.fL door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1ABC.1.2.2 Penetrations/openings >1/8' sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2' clearance & 3' from insulation; or Type IC rated with < 2.0 dm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavitybetween floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-99 nTHFR PRFSCRIPTIVF MFASIIRFS /muet ho mat nr avr-aarlarl by all racirlonrac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 780/6. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 94.4 The higher the score, the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 37.0 kBtutlu - 3. Number of units, if multi -family 1 - SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (Rl) 1928 Il' c. N/A 7. Glass area & type - -_ a. Clear -single pane 210.0 f1' - 13. Heating systems b. Clear -double pane 0.0 ft' - a. Electric Heat Pump Cap: 37.0 kBhOu - c. Tint/other SHGC - single pane 0.0 fl' - HSPF: 8.35 d. Tint/other SHGC - double pane 0.011T b. N/A _ 8. Floor types - - a. S)ab-On-Grade Edge Insulation R=0.0, 198.0(p) fi - c. N/A b. N/A _ c. N/A 14. Hot water systems _ 9. Wall types - a. Electric Resistance Cap: 50.0 gallons - a. Concrete, int Insul, Exterior R=4.1, 1058.011' - EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 278.0 fl' - b. N/A _ _ c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types - DHP-Dedicated heat pump) a. UnderAltic R=19.0, 1964.OIY - 15. HVAC credits PT, - b. N/A - (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Aft Garage Sup. R=6.0, 1.0 11 - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. APR 2 4 2003 Builder Signature: Date. Address of New Home: /0' CEDAR HEIGHTS CT. City/FL Zip: LAKE MONROE/32747 �-ttt>: srt�°� *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"mdesignation), your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) W/26/2003 10:21 DEL AIR 4 4076614089 N0.347 P014 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job;1929 09-06.02 wo roMMW= smMT. LAX& m"ff. FL =74662oe Phone (wn a3i-2M Project Inf• • For. CENTEX HOMES Notes: Design Information Weather Orlando AP. FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range Relative humidity M 50 % Moisture drfference 43 grfib Heating Summary Building heat loss 32761 Btuh Ventilation air 0 cfm Ventilation air loss 0 Stuh Design heat load 32751 Btuh Infiltration Method Simplfied Construction quality Average Fireplaces 0 Heating Cooling Area (f12) 1928 1926 Volume (ft3) 15424 15424 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 206 103 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.7 HSPF 0 Stuh @ 47-F 0 OF 1200 dm 0.037 chn/Btuh Sensible Cooling Equipment Load Sizing Structure 24036 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total seas. equip. load 24525 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3032 Btuh Total latent equip. load 5887 Btuh Total equipment load 30412 Btuh Req. total capacity at 0.70% SHR 2.9 ton Cooling Equipment Summary Make TRANE Trade Efficiency 12.1 EER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 36400 Btuh Actual cooling fan 1200 cfm Cooling air flaw factor 0.050 cfm/Btuh Load sensible heat ratio 81 % apuiprit Wakes ANs bean ma► uaRy e+ron alsai, Printout certified by ACCA to meet an requin:ments of Manual J 7th Ed. v Wrrsght5oft ftitSuftReOOe�i"'SSOSRSRZ801s 2004Mar260 -11M F-*%.M.ant.2002119=12M. Page I 03/26/2003 10:21 DEL AIR + 407%14089 N0.347 D015 RIGHT-! CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1928 09.0"2 109 COMM WE S7REEY, uaa MMY. FL 32746-CM Phu= (40n 831-2M Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15424 f? x 0.0167 = 206 dm 2. Winter infillration load 1.1 x206 cfm x 32 'F Winter TD = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh 1 248 fF Total window = 292 BtuhflF and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15424 ft' x 0.0167 = 103 cfm 2. Summer infiltration load 1.1 x 103 cfm x 18 eF Summer TD = 2036 Btuh 3. Summer infiltration HTM 2036 Btuh 1 248 fF Total window = 8.2 Btuh/W and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiFf. 103 dm = 3032 Bluh Procedure D - Equipment 5ming Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent x 18 "F SummerTD = 990 Btuh Sensible bad for structure (Line 19) + 24036 Btuh Sum of ventilation and structure loads = 25026 Btuh Rating and temperature swing multiplier x Equipment load = 0.98 24525 Btuh sizing - sensible 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 gr/ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3032 Btuh Equipment sizing load - latent = 5887 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Bv" t lk vahms haft been fimXPAY evenrmen Printout certified by ACCA to meet all requirements of Manual J 7th Ed. . wnghtSOft . 200iMU-M M.11ce • /tlx% E1FUeeT.W.2000b82B11=,. Page 1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P016 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 CO►wERCF STREET. LAID: WIRY, FL 37740.622M Mi= (407) 831.2685 Job* 1928 09.06-02 SAAIJUAL 1. 71h Ed 1 Name or mom En5m Howe FOYANIDIN BR4 10T 2 Lergth of e(p�ed waf 198.011 42.0 ft 30.0 It 11.0 a 3 Room dimensions 19.0 x 20.0 4 1&0 x 14.0 It 19.0 x 11.0 ft 4 Ce1rp Conan Option to ft haWcod d to fl hewcool to ft heat/000l 8.0 ft heatloo .1 TYPE OF Km Area Load MWh) Area Load (Bad►) Area Load MUM) AreaLoad (B0d') EXPOSURE NO. f C1g M Nt9 C§ i f Ntg CIg fttg C19 M f19 p9 5 Grow Id a 14B 4.6 11 1288 - ""' 208 "'� "'� 240 "" "" Be - Exposed b 12C 20 1.9 0 0 "" �" 0 .... .... waft and c 13C 32 12 298 - 128 ^' "" 0 "" ""' 0 parmons 0.0 0.0 0 0 "" "" 0 0 f 0.0 0.0 0 "" "" 0 "" "" 0 "" "" 0 6 Wmdm a and a 1C 37.0 ^ 170 em - 32 1183 �" 32 1183 ""' 10 370 glass doors b eC 37.0 " 40 1478 - 0 0 "" 0 0 "" O 0 Heating c 9C 38.7 » 0 0 0 0 "" 0 0 O 0 d 1C 37.0 " 0 0 "" 0 0 0 0 0 0 e 7L 20.8 " 0 0 0 0 0 0 "" 0 0 f 0.0 " O 0 0 O 0 0 0 0 7 Windows and North 20.4 t8 - 303 4 " ' 82 0 - 0 2 ""' 43 glass doors NEfNW 39.4 04 - 2522 0 0 32 - 1201 0 "" 0 Coofng EM 0.0 0 "" 0 0 0 0 0 0 "" 0 SE/SW 47.4 128 ""' 8W7 28 "" 1326 0 "" O 8 Som 0.0 0 0 0 0 0 0 0 ^" 0 Mort 0.0 0 0 0 0 0 O 0 ^� 0 8 Other doors a 10D 14.7 9.9 20 294 109 20 294 199 0 O 0 0 0 0 b M 14.7 9.9 18 20S 170 0 0 0 0 0 0 0 O 0 c 0.0 O.0 0 O 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.0 2.1 ION4975 2179 ISO 719 321 2D8 956 428 78 359 161 e�os9d b 12C 2.9 1.9 O 0 0 0 0 0 0 0 0 0 0 0 wam and c 13C 3.2 12 278 575 us 128 403 150 0 0 0 0 0 0 pard5m d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 O 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilligs a 16D 1.7 2.2 1964 =1 4372 428 725 953 182 309 405 209 354 465 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 O 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 r o.o o.o o v v o o v o 0 o v o 11 Floors a 22A 25.9 0.0 193 5132 0 42 1089 0 30 770 0 11 285 0 (Note: morn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perkrmr c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 O 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 O 0 0 0 121 hawbon, a 1 29.2 .0.2 2481 7239 20MI 52 1518 427 321 934 263 10 292 e2 13 SubbWl==6* •it•12 - 29774 "" SOW - "'" 4162 "" ^^ 1661 - Less Cdernal "" 0 "" ""' 0 "" "" 0 0 ..» Loan transfer9 0 "" '"" 0 "" ••.• 0 ••.• •••• 0 •». Meallng recrsv jkn 0 "" '�" 0 "" ""' 0 "" "'� 0 » 14 Duct lots lot 2977 - 10 593 - 101 416 "" / 166 16 TOW I==13+14 "" 32751 - - 6523 - - 45" 1827 16 Int gains People ® 300 6 - 1800 1 - 300 0 - 0 0 0 Ap 1200 2 - 1800 0 - 0 0 - 0 1 1200 17 Subtot RSM gain=7 8. *12•16 ""' "" 21561 _ 3757 _ � _ _ 2M Less externalcoor g - - - - Less transfer »^ ^� 0 »« •••• 0 �•• «» 0 .... �,., 0 Codingre**bufion .... .... 0 »» .... 0 .». »» 0 .... »» 0 18 Dud gain lot 2195 10 - 376 10 - 236 IOWA'^' 233 19 Total RSH gein-(17+18)'PLF 1.00 "" 2AO36 LOO - 4133 1.00 - 2593 too ""' 25 58 20 Air required (c") - 1200 1200 "^ I 239 206 - 1691 129 - 87 •126 Printout certified by ACCA tD meet all requirements of Manual J 7th Ed. w"gp"XsoR RV"ude Reidaffi8TM 5 5M RSRZ6013 2 os~-29 om me MW00d1C8rM20021/9261I%MAt Pap 1 03/26/2003 10:21 DEL AIR -) 4076614089 NO.347 P017 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATINGrA1R CONDITIONING,R 109 COMMERCE STREET. tAM MARY. R. 327468208 Phone 4M 031-2M Job:1928 09-" MIWUALA 7th Ed. 1 Name of room GREAT RM WIC MBR STHt 2 Length of rcpe6ed wall 34.0 R 0.0 R 35.0 1t 0.0 R 3 Room d'onensions 19.0 x 16.0 R 8.0 x 9.0 R 15.0 x 14.0 R 60 x 11.0 R 4 Cefts CondlL Option 8.0 111 howcool 8.0 fl hawcool 6.0 R heav000l 8.0 41 hallN000l TYPE OF KM Area I Load (Stith) Area Load M&) Area LOW WaM) Area LOW (BWh) EXPOSURE I NO. "to I Clg M Hb I Clg m Htg I CID (It') tt C% m ft I-ct S Gross a 148 4.8 2.1 272 "" "" 0 •••• •••• 200 •.•• •••• 0 ••� Exposed b 12C 29 19 0 "" "" 0 '�'• '�' 0 0 .�. w walls and c 13C 32 12 0 0 partitions d 0.0 0.0 0 --� --- 0 ---- 0 0 "^ e 0.0 0.0 0 ^•- 0 �- 0 -m 0 ^^ f 0.0 0.0 0 ^� ~~ 0 �-�- 0 6 v4ww s and a 1C "Jac 37.0 32 1183 - 0 0 "" 32 1183 "" 0 0 glass doors b 37.0 40 /4T8 "" 0 0 "" 0 0 "" 0 0 Heating c 9C 38.7 O 0 '"" 0 0 ""' 0 0 "" 0 0 d 1C 37.0 0 0 ^" 0 0 "" 0 0 "" 0 0 e TL 20.8 0 0 '^ 0 0 �" 0 0 "�' 0 0 t0.0 �- 0 0 -�-- 0 0 �-�- 0 0 w- 0 0 w- 7 Window3 and North 20.4 8 ^" 156 0 "" 0 4 "" 82 "" O glass doors NE/NW 39A 0 ""' 0 0 "" 0 0 "" 0 0 0 Cooling EIVVI 0.0 0 "" O 0 0 0 "" 0 0 "" 0 SE/Sw 47.4 64 �" 3051 0 "" 0 28 "" 1326 0 "" 0 South 0.0 0 "^ 0 0 "" 0 0 "" 0 O "" O Hors 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 1OD 14.7 9.9 0 0 0 0 0 O 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 200 922 412 0 0 0 248 1143 511 0 0 0 exposed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 r 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 Z.2 304 516 677 72 122 160 210 356 467 66 112 147 b 0.0 0.0 0 0 0 0 0 O 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 O 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 O 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.0 0.0 34 881 0 0 0 o 35 907 0 0 0 (Nomorn (Now. b 19G 1.1 MO 0 0 O 0 0 0 0 0 0 0 0 0 "now C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is cup. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 M&Won s 1 29.21 8.2 721 2102 $91 0 01 0 32 934 263 0 0 0 13 SubtDW loaa=6+8 +11+12 "" 7081 - "" 122 "" ""' 4523 - "" 112 - Less ®damwW ^" 0 = 0 "" ^" 0 0 - Less ttar►sfer "" 0 0 ""` "� O "" "" 0 Healing redistrtbutlon "" 0 '"" 0 "" "" 0 ""' "" 0 14 Duttloas IOWA 703 "" 109 12 "" 1010 452 '1'106A it 15 Total loss =13.14 ""' 7789 "" - 134 ^^ - 4975 123 16 lyd. gains: People ® 300 4 - 1200 0 "" 0 1 300 0 - 0 1200 0- 0 0 0 0 '"" 0 0 "" 0 17 Sum RSH gaim?7 88-412+16 6086 - "" 180 - "" 2949 "" "" 147 Less external cooling•••• ••» 0 •`•• •••• 0 0 0 .' C*o" redistribution► 0 w 0 •w• .... 0 «« w 0 10 19 Dud gain Total RSH gatr►=(17.18)'PLF 10 1.00 - "" 509 6695 10 1.00 - "" 18 176 10 1.00 - 295 3244 1 1.o0 "" "" 15 t82 20 Air Squired (c9n) �' 285 s34 -� 5 e - 162 t82 "" S a Printout mMed by ACCA to meet all requkemerb of Manual J 7th Ed. wr mo"t5oft 2003-Mar-2609:11M Aft EVIG$Cwdrar2oo2119281192am Psgez 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D018 RIGHT -I WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE WARY. FL 32748.84Aa PhW M OM 031-2M Job.1928 0946-02 J. 7ib Ed 1 Name o1 room 8R2 BTH2 BR3 LNDRY 14MANUAL 2 Length of exposed was 13.0 It 0.0 R 26.0 ft 7.0 It3 Roomer 1&0x 13.0ft B.Ox 8.0ft 15.0x 12.0ft 7.0x tO.On Cemp Con&L Option 8.0 ft lreatkool 8.0 111 huVeool 8.0 Ri headcool 8.0 (t hewcool -ME OF CNS01 HTM Ares Load (Btuh) Area Load Mwh) Am Load MUM) Area Load MWh) EXPOSURE trig I C9 M'f ►rig p9 (ft') ►1g I Clg M Gg (ft-) f I CV 5 Gross a 148 4.8 21 104 "" "" 0 96 "" "" 0 b 12C 2.9 1.9 0 ---- "" 0 "" "" 0 "" waft ard c 13C 3.2 1.2 0 - ""' 0 "" ""' 112 "" "" 58 partitions d 0.0 0.0 0 "^ 0 "" "" 0 0 e 0.0 0.0 0 0 --'- -"' 0 0 ^- f 0.0 0.0 01 o --- -- 0 -�-� ---- 0 --� ---- 6 VVndaws and a 1C 37.0 -- 16 591 ""' 0 0 "" 18 591 0 0 glass doors b 8C 37.0 '- 0 O ^� 0 0 0 0 Headhg c 9C 38.7 ^ 0 0 ""' 0 0 "" 0 0 0 d 1C 37.0 0 0 0 0 "" 0 0 0 0 f 0.0 0 0 0 0 '"" 0 0 "" 0 O 7 Wrdowa and North 20.4 0 "" 0 0 "" 0 0 "" 0 0 "" 0 gtassdoors NEW 39A 16 "" 630 0 "" 0 16 "" 830 0 "" 0 COO" ENV 0.0 0 '^' 0 0 "" 0 0 "" 0 0 "" 0 SEfSW 47.4 0 "' 0 0 "" 0 0 "" 0 0 "" 0 South 0.0 0 "" 0 0 ^'� 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 "" 0 8 Other doors a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 1 b 10D ta.7 9.9 0 0 0 0 0 0 0 0 0 18 285 179 c 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Not a 14B 4.6 2-1 88 406 181 0 0 0 s0 389 165 0 0 0 exposed b 12C 2.9 1.9 0 O 0 0 0 0 0 0 0 0 0 0 walls and c 13C 32 12 0 0 0 01 0 0 112 353 131 36 120 44 pertiliorm d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 O 0 a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 CLnTmp5 a 18D 1.7 7-2 195 331 434 48 81 107 180 306 401 TO 119 Ise b 0.0 0.0 0 0 0 0 0 0 0 0 O 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 0 0 0 26 674 0 7 181 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 perimeter a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is dopL d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for dab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 91 0 121 hdilt-Am a 1 292 1 82 10 467 1311 0 0 0 16 4e7 131 18 52S 148 13 S4>btotalloas=G+8_+11+12 "-" 2132 ---- -"- 81 "" "" 2759 '--- "" 1210 ---- Less a4mal headng ---- 0 ---- ---- 0 •••. «» 0 0 Less 1swWW -"- 0 ---- «»• 0 •••• •••• 0 •••• ••,• 0 •••• Heating redtbullon "'- 0 '^' "" 0 "" "" 0 0 14 DUG bSS 10 213 "" 10 a ~'- IVY 276 "" 1 121 15 Tots) Ions =13+14 "^ 2315 "-- '^ 90 ---- ---- 3W5 -'-' 1331 16 b L gains: People 300 0 ---- 0 0 -"- 0 0 ---- 0 0 --- 0 Appl, ® 12DO O --^ 0 0 '^ 0 O 0 1 17 Suva RSH 99 7+8_+12+16 ---' ""' 1377 '--- "" 107 ---- ""' 1458 --'- '-" 1127 lie, Leas e+�e<nal cooling •». «« 0 •.» »» 0 ».• «•• 0 «•• •••• 0 Less transfer -"' »�+ 0 .•.• •••• 0 •••• •••• 0 •••• 0 COO" redrtbSDUOon 0 "" ^" 0 ^" '�' 0 "� "" 0 Dud yin 10 "" 138 101-""- 11 10 "'-- 140 10 "" 113 19 ToIDI RSFI gartr-(17+18)-P F 1.00 "" 1515 1.00 -"- 118 1.00 '--' 1604 1.00 20 Air requhed (dm) '--- 86 76 -" 3 6 ---' 111 80 -'^ 49 62 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. �. wr,fg!-atsoft Riytd�leReslder�el"'SS,06RSiaZW13 - 200�Mah2B0lLt1.08 mil• E AiaeelCerumc 200'l11928119281x Pop 3 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 D019 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:1920 094*-02 - 109 coNa ME sTREE r. LAKE MARY. FL 32740.Om Pam OM a3,-266s W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 32.0 4.0 BR4 a n nw a c n 0 d 1 1 90 1.0 1.0 4-5 5.0 39.4 32-0 0.0 KIT a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47.4 10.0 2.1 GREAT RM a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47A 32.0 4.0 b n se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 40.0 3.6 WIC MBR a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 BTH1 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.0 0.0 BTH2 BR3 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 LNDRY wnghtsoft RgMSft s5.0eRSR26013 20034A 250"Tft ADM E1FhSTAr t20Ml9Ml92BjW pw, 0(J.P,-�-- I P-.....1 r . m • i r 4 34, 2 t SXIN)1'' " rt tnn n �• VAC COCK REVISIONS .oK rO + �^ ) REV. N0. ZONE: DATE: ECN NO. APPVp: DESCRIPTION orL SKIN] • + 1 82 I1/00 YWN OTY (1) WAS (2) FOR TRACK BOLT CLASS am r-- AA MONi 10 CA UK((11Qp tl►p .rT.PIm r0 00011 mow VWAW (10 WO VOM .IIM rlOOm r00cm. morm 4. COMM -�KOO t7t1eY .� M is ,s �: •r ,. n � � � � FF, U 12 OKv. tr� IMO WDO. 1 , r 7 `O00 +IMe vnM 1 �) t/u•n ♦ r000 W ItAPA LISTED ez°' , II _ .vw.l[ .t w ona[ cn :. 1 I ni�u"iai«ia� o.o N1-Iry.I3 M anv. Iltb WAXtMaKr. REPORT#9606C`"° o ;C 1 C IE3 �M, z, &%W .0r •slow wt ooa WON . IO•-0 • • Or RN., U 1 .'.f .tom me pp�1ppw��� yyir y ( ��1y ( wo"r rnwt kIM V.v. )fOLL OOOnt P.OiOroTr09 w0 V iQ+)tOClgniM(MOr� GWMO W ou"m fWl/K[ ( )�j0 ' Im. %"aw Or MR smaw (T0 il.t) fV1►1GG MO.tOMrM. JIIYO OO MOT 1nMKlq 1010. W nuw rMc mo t0 "" "N. am 00 tns 6 -� r rMIGM 1/t Amum i �tl�YyQj -,R- to a "V Pm .na. ens V MM 0 MVOs rr^•�•� W-[ _ 1 u 4L`I tR IR.Of 1 a. ue frt6 UK n[i tlfll I •• •MI tad WN am$/1�n�.�/feo' va cl-. Okla co rt� A. 0-.0 Mud {I. =0 .01 VIO .• 1 (C-[0 MI It1tJ{ MKJiLi. G„IM,,,mw. wo-o1I RAW. a N GOlrttf IL rt1 Irll eoMo1(Tq a r/Ir La .pMp wVM .M�. aMto-o11 ra�ttsTa Ia. TWO fasw a n-1/r ODOVIt OOO nnVKA (OMt KA IIMiq) It v GYr ,t/I{�p T SOM wm wfln f T' A,ff ►y9t YK GOkOrn1 M910q WCtYOm 41M . _ 7�M1 �,1 LOit a fRLL 1MYL ItMO�►14L � 0 &W LOC 1n0� rM tM�W11j '.�p010M• aW7 K o0�•��1 ntRtY II fi�GW. g, MACU rA oWattro, iitt " r i) II�M' �•.1 •�� ClJ i°MIir +tnuu�_ _ �((.) wRA irl� 4a stoc OI ooa. (tur Iar aOUPfa1 To rllOnot . rwsl rlNa .n m ya WaR (s7 1 . • M tGM .GI OID luwG = 11.t/t• YKiT 11suV u"wl"e aw.a6 MOMtarr iMrt oo "or rnM a[ Iµ •ou + wrt w AMM �aM VWWR 101a a 1r0 O M� In'lTT �MMOIL eM0 1. OM WWI. SID% 10 Wi frm M11O1 "Y.. tnL t 0 - h"19 WO M A F.I. mw fan1L0. �....... er .... e11.r.. • am r.e MOM nom rCOMMIA A JUM t10 inmmn°fk1 Mia - •• ^^� ounat X. N Mt cepm or aK pir•on" TMUMlu CA"$ 61 OESICN LOADS: +2�.0 PSI 4 -t�.3 PSF It M nK neT+O[traRr a m rtwawt o► TEST 1 "$-. +38.0 PSF 1r -37.0 PSI O l t I- r rwa . m a rxv. tn� Q-W$ 00 Wr MMIML a OOOt M Gwwn tlMlo�aFOao n ron Mc 1 a 1"srtaKC°IaM°M .e...k.....s .kc MI . 1-1-t-1 N1WM p,� T.0 v-WI ens IV iw.Iw mt wMMc. M. WNWAZZw a a PART NO.: - I-1/t• �a a torroM t2claM. a[ V-w OM Mun Ofm wnc& A - A K curl V-w +rr*00 IN" OK wr, U06"s sw" MOM" j12 �y x Sit r � I - TYIMO WeM V& mg • Da n arAle�i•OovO� e m TOIERANcES — IDEAL Tp"w j01 O a •.. a .+w.[•I�X .0 . t.03 YLIaMMaoOYL ru M► I�IY712 771 Z freneM ... [>Ier .wr �k,.�•,1 4 w ..a•""`w,. o. .00 • t.013 DESCRIPTION: NOOEL 6R3T W4 16-0 a 8-0: I4/-2tiS OESION LOAD ti'•'M It dt olly, tOr1O1 tM.cMa. •.wb • W • • A00 . i.003 DRAWN BY: SUM OATS: 4/l8/00 SCALE: NT$ .Tu0f0 MM W /ltit/.• iMOG MR.L 70tdt. z' �s r,., w�.• a..rw.. 0000 . 5.001 0• ,� 7 ` ��! o.�n•..:I/T CNECKEO Or MWM DATE •/10/00 SNEET t OF I SIZE B ALUMUMCD• ,4°I w '" P� lo un�•ororooaawlc� "vwlo. OWC. NO.: 102136 RN, N0. I N 4 3 2 c>, O ) o.. N94ct eEsx:NAM Themes-Tru In -Sing Door wood '10~ System ... .. I NONI .I a 7f, Single up to 5'4 s O'0 ./wo sides't.•s Ooutgo up to 6'4 r 0'0 ./.o sideli:es ..e.In y r•nNnGLiR Te16• x. OX. X0. Ox0. Vt. OXXO erNFI� ersralnl/eN• The hood and side jambs ores Fin9e8pint pine �- mewtving a min. 4-9/16• with a :/2'robbetod step •, r 3Tn i w'rx�� j Irk. 1 . 2 FIRItD10 , / 1 e 2-1/2• �� 11� . . .tuo .vela 1/2' aIHIx1LL �Yf . ... 2x h= BCt?i� 1 e 2 Full" TMCtbe SW SPACE r•�: sS.. Llrm oa VERY" of Am& , I W Ira ' '.P.: 4 3110• TAPCON M ANCHOR r of •�. O •' e .r At • f! -f �r DESIGN PRESSURE RATING: MAX IO. / O.C. single Positive. 67.0 PSF Negative 67.0 PSF ` Single with Sidelites Positive 60.0 PSF Negotive 60.0 PSF Double w/wo Sidolites Positive 47.0 PSF Negative 47.0 PIS 144x s6• ac 1/2' pR"""•L • �� wsoldn unit IS OLCX �1 3/Ie• TMCOM (S.e net. 2) A CONCRRf "kSONRr BLOCK IIGa .vets ED ro sx stm-slut 1/2• DR1wAU ' Ix O11CAt 3/IO' TAPOON dsi 1 ■ ! r1RRA2 IT'PE ANCHOR aw 1i1PCON Or EQUAL (233 L8. SNCAR RAW) 3/1e' t'AraON (See note 2) ,•Y' . SWN SPACE -1/4• IAIN. • as. ' ,u1rx sac .thus �• = TO IY tIb-Ct" . I NOTt. 1. This system has been ewtuoted to was in locations exhwi g to the norido 8WV0V Code s end w We pre"W'D npuiremonts w Determined by ASC! 7 Yinilrwm Gslgn I.eeea ro Buildings • � and Othw Strutturos do not exceed the dssign preauro rotings listed herein. 2. For installations .he s the sub -buck is less than 1-1/2' (FOC section 1707.4.4 Anehomge Alethods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topton Type conerete onchom must be used and the length must be such Not o minimum 1-1/4' engogenont of the Topton into the mwonry wall Is obtained. NOS 00� q0 ,Q0�0 n a � n 9e 7• 'd 3 + u a c � r W y ` C 4 M 3 O Lv L� N O U i 2 IRIaDw0 ae 013.604.3031 Orb ar; W.L.M. 1 AtOtift QrSICNAT)ON! Thomlo—tlu Out —Swing Ow Wood Plaffloo System 3 W oil r Positive 67.0 PSF Negative 67.0 P;F UVIMOU IYAMALL MOIGHAt S12r, SIngiv up to 5*4 x S'O /.a sidelloo ;;1)9110 1 � , Single with S;doiitos Positive 60.0 PSF Negative $0.0 pir Cc C4 Double up to S'4 a S'O /.* ~1" )oublo w/wo S;dolitos Positive 47.0 PSF No"U" 47-0 Plir USARIr CON11MIRATIONS' x Ox. XO. OXO. XX OXXO L4 I Cch�lw 017SCRLMON., the bead and &We iambs are AVOfIcoint pineQX awasurfrig a min. 4-9/16' -Ith 0 1/2' rabbotod 210P. MASONRY 3/10 TAPCON I IIRRINC _ J. ANCHOR 064 NALL I x 2 nRRlNC "te .. *•. .!..:p Go ORYW" jt F e M 3116- 14PCON "K AACNOR L I Sit .25' MAX SNIM SPA= 3116 IAPCO. offERIOR t. TYPE ANCHOR to VL 44UO sin .i SUB—B= a 21 MH wS HEAD 4WO CONCRM m-..m m4somrr moc-t .25* MAX. SNU SPACE ED 1.25' Mo. D •LU Etta. 3116- TAPCON EXTERIOR rift ANCHOR CLOO TAPCON OR EOLLAL 6' TAPCON 311, I. is' Uk . , , . 1� .,. , V) rypl ANCHOR (233 M'SNEA rATINC) r. . 74; 7 23' AIAX 4 Fr • SHIM SSPA= 10 z elf 60 ..... . . . . . M #8 a 2-1/2 A PFW A L C 0 'styDRYWALL T_ VVMCAL SIDE 4WD Is SUCOf . .. . I • L :tF INTEM N 1 2 nRRM UK DRYWIILL lx BUCK TO IX SW —A= 2=* 1. Mis S"tw" Mo "on ovaluotod W use in iottl0ons odhoMq to the norida, SUDW49 Code and where pressure roquirornents at detsrkhoo by ASCE 7 Afininwin Design Loads for Buildings and OVw Structures do not exceed the design Pressure ratings Uslod herein. 2. For Installations when the sub —buck It leesIII(A 1-1/2' (FSC section 1707.4.4 AnCloo go Alothoda and dub —sections 1707.4.4.1 and 1707.4.4.2) Topton type Concrete onchom must be used and the Lll-� j DAM 4/3/02 SCALL, N.T.S. lo"th nhat be such that 0 ffiAWWM 1-114' ongogoinsnt of the Topton into the mosoro woo Is obtained. I When using a IX sub —buck a 6-9110' Jamb is foquirod to allow for ffJn, edge spacing (w Topton "0 *ncbm A 1A yam Dr51GNAnnNr ' Thermo-Try In -Swing / Ott —Swing Door wood Frames System DESI[•N PRESSURE IZSTING: ' MAMMUM' OVER•L r NQUINAl. SIZE Single up to 5'4 x 8'0 :/wo sideGtes Single Positive 67.0 PSF Negative 67.0 PSF N Double up to 8'4 x 80 w/wo sidelites Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF O • RLF CAMMURATIOrK., - X. OX• X0, OXO• XX, Duo •. '• Double w/wo Sidelites Posithro 47.0 PSF Negative 47.0 PSF _ �O EN a DESCRIPTION• f, - The Mod and side jOmW are fingeryoinl pine O :. measuring o min. 4-9/It?• with o 1/2• rabbeted stop. ; HEADER LU _ • tn• emwN.l s+mcamv«a . ' m. �ti' 3 I 4 I . , ri•` L ME4= . i 3 SINGLE DOOR �` ^ � 2X STUD 0.0• JI 2X .Etch SMO w3 I'L O 2.4 , DOUBLE DOOR V) LZ tl S o' S o• �• �• SA•L9 O Opp U O . t •V<eeq .ms• ISM. c-SiNK tMG1101r0 V fAN11 mNC Om3.ba,3s31 ' .23• M&X OR DOURI£ DOOR ttrlTN SIDELITES NS/- SW y� SINCIF SCAM. cmlL KTS ' vV"" Sex aura owa er: ru LIs• use � T This system has D•en evaluated for us• in locations odMrinq to fAe florido Building • CMk Or miw. p� and where pressure repuirsments as d•tertnlned by ASCE 7 Slinimum Design Loads for Bulldi.tp ps�wNa m t and Other Structures do not exceed the design pressure ratings listed Aersin. iC _ THERMA oTRU® 'FIBER OLASS)C7SMOOTH STAR' 09*1W 6•A SWOLE AND DOUBLE W/6 WiOUrs,min5s. INSULATED R8811 -A DOOR WITH WOOD FAAME9. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MI WI-OIADE 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 W.W. DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT D£5 FOR MUA/1-040 COUNYI: NOIET THE WATER REOUIREMENTS S. MIAMI-OADE APPROVED IMPACT RESISTANT SHUTTERS seer REQUIRED FOR SIDFLM ONLY. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Foes sheets: Fibergloss org, min. yield strength )6r000 psiFm(monhSto0.070 minimum skin thickness FberClossic - 0.110' minimum skin thickness Core design: Polyurethone loom core. withl.9 lbs. density by BASF. peDI1 CLp The po el skin is constructed from o 0.070' thk. S Id compound (S+YC�. the interior ewity is filled with 1.9 tbs. density BISF pofyurellwne foom. The face sheets, ore glued to the wood slJoend Of& rK- ``K kdch ile s resdorsed wdh o wood lock block measuring 2375 s 1d.0 bnq of the drte and deodbdl bcotion iM hinge X& is Finger Jointed Pine ad the top and Iwllam roll on d o wood composite motedot In the double door q*Wian Ibe Wnoctire door is fitted wiN on estnded otumimdn ostrogol (Wed JonlDer 11) of 6063-T6 olby. immmframe is eonslnxte0 from r jointed e. The ide ianbs rilh (3) 16g . 1/ crown a 269 mu0bns ore secured together in o si*Sts o wn Wood Screws (6) sum per each =Iran. The units use on Wwing Saddle threshold meosumg 175' • 1.546'. in M side6le rued ore sandwich us'g Tome. 1 ore dry glued on a the nd ich 1/64 ff k � r eI�uq toq (St)-0 Tope coulked with shmie. 1M at frames are hew IosefMr .dh o 6 ,r 1 /2 kwrg Pkrscrww. TABLE OF CONTENTS DESCRIPTION TYPI ELEVATION k G NERAL NOTES VERTICAL CROSS SECTIONSHORIZONTALCROSSSECTIONS F HORIZONTAL CROSS SECTIONSh NOTESAN H ING L 1 NS k NLS ANCHORING LOCATIONS do GLAZING ETAILS 7 UNIT COMPONENTS 8 BIL OF MAT RW.S k UNIT COMPONENTS 37.5 MAIL OVERALL WIDTH F136' MAX. PANEL WIDTH cxi 2 W 9 O N L swn f INSIITNC UNR �10MAX. OVERALL FRAME WIUrH 36.6fi.625' MAX. 15.5' MAX. rPANEL WIDTH FRAME WIDTH W/ASTRAGAL p P t 3• WIDTHMAX. F74.5' MAX. OVERALL tKAML muin ] 36.625' MAX. I PANEL WIDTH W ASTRAGAL F— v x Lj ago co L DESIGN PRESSURE RATING UNIT TYPE IERE WATERNFTRA RE IR M NT IS I No T N E EN + 67.0 PSF - 67.0 PSF SINGLE DOUBLE + 55.0 PSF - 55.0 PSF SINGLE & WITH I IT + 55.0 PSF - 55.0 PSF F 68.5' MAX. OVERALI rI 36' MAX. I PANEL WIDTH D 7.125' MAX. O.L.O. WIDTH 15.5' MAX. FRAME WIDTH 13.75' MAX. WIDTH Ulm 7.125' MAX. = D.L.O. WIDTH o � e 0 O> g�oOD =I $5L i N O W O OD CD = �'2 a 60 hr-z gra Eo 613.684.3831 ®iitiai B. ®o L1.Y",* a WALL: a er N TJH �j�j� gt$�� MA OWL we: RW ORMM NO.: 5-2151 --�if_ d" T r t 1 ar i Z 7m v1 OffE 8 1.68• MIN. PANEL TNK. �,Ll DOOR PANEL 2 s 29 Q ' ;0 42 pO, •� O1 n� 33 0!' Deg° 43 34 0 1. 0 . SEE NOTE = 41 W NOTE 1 SM. 4 5' MIN. p CLASS TNK. 25 in "! FOAM GASKET k N SILICONE CAP BEAD Oa :p,0 6 n 1.68• MIN. 1 O , . • PANEL TNK. GAnk 0,�0.0• O_.O. 42 1, N rll-wbwlwl,� kwallos- 4 Ll SEE NOTE 5 SNT. 4 �W a co N I 2 8 :5 �OWO �Ojo 3<CO to a CAM 08/10/0 svatl/2- a tnic R TJN � RW FL'��j.^a,a7LYA B, 1l1 -,LIF � $ 2151 ?4 8 x WO 7 o SEE NOTE 2 SHT. 4 P cc p OD 27 �N0OD 6 p2^ cc 0 INACTIVE ACTIVE Z $ s N OD _ =Y ASTRAGAL. RETAINER 31 1 TWO a BOLT 8.0' LG. TOP 2 g & BOTTOM (2) BOWS INTERIOR a i K' AT TOP k (2) AT BOTTOM 18 SEE NOTE 6 K-? o 6 i� � 1 HOPJZONTAL CROSS Ebb SHT. 4 43 FOAM CASKET do SILICONE GAP BEAD p via, c 3 O ASTRAGAL SEE NOTE S SHE 4 34 = 1 7 8 25 ;; M 10 1. IS' MIN. J�@lOB O. .c. EXTERIOR a O r-.25' MAX. SMM FOAM GASKET do ;= ''.. a '- •.• _ �.: t 5' MIN. C-SINK SILICONE CAP BEAD • e ' t ° • e' .• _ EE NOTE 43 34 1dIEm Z Y 36 � � 0 •• SHT. 4 33 z 4 .5 0 25 26 9 10 w 29 41 NOTE t 37 SM. r t 3 SEE NOTE 7 SM. 4 2 CROSS SECTION •° 0. O HINGE JAMB TO SIDEUTE • 2 T�. �TAMif. Iml ' °� Z Y � 613.00a.3E3f •� 29 m�' v�� 4t " (ll�i H111.f i U'i.1J1IDA ►.' � z c uac 08 t0 01 �.. 17 �O SE NOTE I ll� xt1/2' J / IM RIOR 16 3 SHT. 4 V IIJU' L'11CTU liER 1 V , 8 MOIL oac or. RW 3 1\'1lL`.LL DR4wAc -0- 5-215t 3 0 SIDELITE TO BUCK —•--•- alai 3 a,g 1.15' MIN. EMBED. 15' IN, IC-SINK .. 0 ��•• 13 25' MAX. SHIM SPACE 1 4 LATCH JAMB TO BUCK. NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.57 , 16.5'. 27.5' 38.375. 49.375- h 60.375' HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125- IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (16 x 1' PANHEAO SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1' 3. 5' 18.25. 40.5'. 59.25. 74.25. 76.25' & 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA. x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5' 31'. 48.5' 66'• THERE ARE (2) AT THE HEADER AT 4- IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL. 4- IN FROM THE OUTSIDE CORNERS' 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT t3.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2- SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIOELFTE AT THE MULLION USE ITEM NO. 37 (110 x 1 3/4' SCREW). Z� -a I.10 Min. EMBED. 15' MIN. 13 C—SINK •' w 2 4 HINGE JAMB TO BUCK, NOTE T. 4 FOAM GASKET & SILICONE CAP BEAD SEE NOTE 5 SHT. 4 0.•'•O •�o• c L u 41 1'pG1' SEE NOTE 1 - a SHT. 4 3 1 4 ® STRIKE JAMB TO SIDELITE l-, iVI RU t :\�1 ��- S1J1ds✓�w 1�thll1iU�a Ff • P E NOTE 7 SHT. 4 25' MAX. SHIM SPACE O� r- rt (V o Do �Q0 co 8s0"' 11') Otr OWO s ia 13P 25 252 0-v 00 N� WUy� =Vl 613.E84.3831 er Tim Yn RW DC x0. S-2151 1 4 or I SEE NOTE 3 SHT. 4 SEE DETAL 'F' SHT. 6' 6' 6' J' 3' tr 3' ' • 6' 6' 6" 3• -"I �i 3" E 3- - 3' 6' L"1 6' a r 1 SEE NOTE 3 SHT. 4 1 „a1 h 13 c TYP. In + a N SEE DEVIL_,,H b 'E' SHT. 5 — 13 — TYP. SEE DETAIL C. •C• TYP._ 'G' SHT. 5 r 1 4. 3" 3� 3" i•F -•i I-- 3' �-1 I- 6" 6' --I r- SEE NOTE FF^^ io b 4 SHT. 4 i— 3' SEE DETAIL . vI SHi. 5 TYP. E NOTE SHT. 4 L14 TYP. .B. 6• 6• 6 3" 3hi ' 3' 6' 6' 6' ® E&TRALY" YI®�`r�_ A B.O.AFoDOUBLE DOOR W/SIDELITES MANUFACT uRER NAMES e,.- a MASTER A 0.35: BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 1? O10 c 13 0 0 13 10 10 DETAIL 7- DETAIL 'H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS eETAn 'E' STRIKE PLA�TEETO FRAME DETAIL 'G• AT THE THRESHOLD tJ ao� ¢ a3: �SOin N JEWO �O3Q� �� a 613.664.3631 W: Kr MC No, 5-2151 r 5 or CENTRAL FILIL SEE DETAIL r SHT. 5 -' ' - 1 IF ME _6- 3- 66: 61 31 .L 1 6 --I 3 � I _I 1 13 SEE NOTE - 13 - Typ. 3 SHT. 4 SEE NOTE SEE NOTE 1 in �• SEE DETAIL n 3 SHT 4 - 6 SHT. 4 - N a F" S1R. 5 e TYP.SEE DETAIL - - - C- SHT. 5 SEE DETAIL jt,3 SEE DETAIL SEE DETAIL TYR �n �• "E" SW. 5 E" SHT. 5 •N* SHT. 5 M. 01 13 L = — SEE DETAIL ry(• -K- TYP.! io SEE NOTE "G" SHT. 5 14 14 14 — 4 SHT. 4 — TYP. 14 TYP. •M• TYP. 7 6- 3" -4 6' 3--•i �- 6, 8� � 6- 3" SEE NOTE 3- 6- 6" 4 SHT. 4 6• }_ 3_ 14 ® ® TYP. DOUBLE DOOR aNG F DOOR W/SIDELITES .453- CLASS SITE .463• CLASS SITE 1 32 40 1 33 }2 BRIO 34 25 1/8- TEMPERED E�HIQB 25 1/8- TEMPERED CLASS CLASS O .. 0.40 25' AIR Q• : Q .25' AIR :Q• Q • 0 •.. SPACE Q..: 0 SPACE o ° 'O 'a` O Y Q !° i 1/8- TEMPERED Z Y N tr/8�- TEMPERED PRIOR 36 i Y 41 ,,, GLASS INTERIOR2 S iE SES NOTE a' 36 6 .25' STEEL a SE NOTE 1 .25' STEEL INTERCEPT a INTERCEPT SHT. 4 SPACER SPACER 5• INSULATED GLA55 w/ 5• INSULATED GLA55 WL TC. LRE FReME GLAZING DETAIL ATS LITE p'ReuE GL�71NG DETAIL O. 00 �U)0,01 oo _ (3 S O 1^j N = O W O fEO m O u 2 iE— CD a 8 a aZ 2 x2 O a� t► o Y -+ v ui 8u.884.wl ft HN ■e wo.: S-2151 rz or _ tWL1�7 i! '%ULl A -- 4.563' 1.063' T i0 N � 2 21 °f WOOD FRAM 3E FINGER JOINTED PONDEROSA PINE 0 A 28 4 x 4 STEEL DOOR HINGE � b � F►1.077'--{ 'O Fes-- 1.531' --1 42 WDEUr_E TOP do BOTTOM RAIL EuM.ER JOINTED PONDEROSA PINE m .526' 1.232' 33 PLASTIC LIP IIITE FRAME _ pmlr)FD BTS 2.141 1.691' -T _ n b _ L IN=U RIO ITF 15 BOTTOM BOOT 0.09' EXTRUDED VINYL WALL O NTIASTEIK) FILE OFC. TOP RAIL WOOD COMPOSITE O1'--1.53 t - --I Fc. BorroM RAIL WOOD COMPOSRE iFes— 1.531- ---1 1 q T BorroM aAa 11 W000 COMPOSITE f-- 1.077- �{ 11j1T _{ L b �— 1.531' ---ice elncl rtt RI ANK SIDE STILE 36 FINGER JOINTED PONDEROSA PINE 1.264- N ^' f0 N Q3 �I-1.531'-I� cC I eTCH SIDE SIR F COMPOSRE n h " .526' 2.713' II 1. is 17.. 1' :- I c_7L • - � _ © 11 i::.. r r 1.255' ---I N 1� 1.531' ---i O FP. WOOD HINGE SIDE STILE 5.75' in en F ADJUSTING S"IJDI TH_F RFSHOLD 19 AI UMINUMMNYL .045' WALL ALUM. .080' THK. WALL VINYL TYP. - �'2 a 5' F-- 2.375' --{ ✓% wA 1 I M -� aK 813.654.3831 in cam 08 10 0 Tim c W.- N.T.S L cw_ .� RW I►r to, 30 WOOD LOCK BLOCK 5-2151 FINGER JOINTED PONDEROSA PINE say °I DFSERIPII014 material 1 11BoagspC DOOR sKiN mo' IRK ft IIBOIGIAZ BY num-mv with F min 4000 psi nBERGLASS 2 Fr- TOP PAIL 1.531 x .94 1HUM-TW MOOD CUMPOSRE 3 Fr. L RN SRC -iRU NOW OOIAW11 1.531 A 120 MOOD COIPQ511C -47 It ► W - 1 1 1 I WOOD s FC. BOTTOM RNt 1.531s 125 lI0W4-W MOOO 00109611EI- L .91Ds. S7 SHORT REACH COUPRIS" WAiHUWW -iRU8 l -4 x 4 HI E .097 THK. ERMA-TRU10 10 a 4 . P1.71 M0OD SCyKM From1 1 SS ROTIOY NIL tS11 i 91 BOM-iAU Ml�1 10 x G. PFH STEEL 13 x 1 G. PM D 14 16 TAPCON ANCHOR E CO 2.0 MIN.1 I LiTE TTOM B007 090 UDED N16 2x INNER WOOD SLK3( 7 MAX 1 4 SHIM MATER I 8 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK SELF ADXbW N5VM UM. 0 x - 2, + _ t W 3 1 KWIKSET TITAN 700 SERIES D T - 4 1 ASTRAGAL WINDJAMBER R WR68i 2 WALL M. 0 -T6 j IGLAZING. 112-INSULATED JEMPERED GLAbb GLAS JSWEM H[ 1.1 i 1 1 WOOD 27 8 x 1 LC PANH SHEET METAL SCREW STEEL 8 I IHSiYAIG DOOR BOTTOM SKv VINYL 29 WOOD IUSS WOO LOG( BLOCK 2M r 1.515 W 31 IJU i IX'-) MOOD CO1O�151fE 118 THK. INC SiiK-R 3PLASM_ BTS 34 - 35 t 25 BLANK JWB 11tU FO1RJf1t06A PRE SaOLUR SDE SiRE -iRU 1.531 s .65E FOIIOm PMR WOOD 7 t x 1 3 4 G. PFH WOOD SCREW STEE SS lOP RAL I331 i .W TK16N-TIN MOLD MOOO CU11P961fE NOT USED - I N K SIU N _10 41 -10 x 1 f 2 PLASCR FOR 34 42 15111ff TOF I 01fR11 FA -114 IS1t r fOlFJL1il D 43 118 x I.G. PFH WOOD SCREW T— E A L 38 �? SS. TOP RAIL WOOD COMPOSITE 1.316" 592" 579" 1.531' F N F RwoOD 0 N I 0_ N co 8 5, n i_ N Mow, �O]O 0 .171 O—{ .179" n f,`�MPRESSION WEATHERSTRIP � coLgCH 4. M JACKET FOAM BY THERMA-TRU SS, WOOD HINGE SIDE STiLE FOAM CELL CORE W NYL FOAM CELL CORE W/V1NYL JACKET - 3- N ev / DRILL TRU FOR .357' VIA ASTR4CAL DRILL TRU FOR A IS RETAINER BOLTS PFH WOOD SCREW 2PLCS -WINDJ"MBER 11 WR68T STRIKE PLATE 31 �— 1.531' ee � emu unc ero E COMPOSITE o, ASTRAGAL HAS n (2) 8.0' e 1 N BOLTS O BOTTOM BOLTS O TOP t.767' 24 WINDJAMBER 11 WR68T ASTgAGei (ALUMINUM .052' WAIL TYP.1 I � Ln\ j MATERIAL: C/RI 1 jR�\JL. 1 I�:L k YELLOW CH MA I777 iZ ,..•t BTU: .:.�, v..:.^ �`• 613.684.363t wr•. Tit er. RM NG wo_ 5-2151 8 or Jl1N-2t-2002 09=52 MILESTONE WINDOWS 407 323 9'729 P.02 fbddc'? E=del5 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, Ist Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "IX Buck" thickness nomenclature used on installation drawings. Builders/installers when pulling permits for Florida Extruders windows will have to include this letter with the Installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than Il 'h") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapeon). Therefore, buck thicknesses less than 1 Yx" are acceptable as non-structural attachments when the window, door or mullion is installed using 'a 3/16' concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 Vh' and a precast sill's thickness will exceed 1 VA". The drawings clearly delineate the requirement that a minimum embedment depth of 1 VV must be maintained by the installer. It is up to- the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 1/.'. Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as '-1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 Vh" is acceptable. The definition of a non-structural buck is based on Section 1707.4.4.2 of the Florida Building Code. 2540 3ewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 1 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P_03 - � �1lLl.11lC7i/(,J1lGL�JlA:. 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 ramoruso.oe(afloridaextruders com Florida PE License No. 49752 Florida Extruders Intemationat, 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 seat was -also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. • nle: 2W2-L_M_R A_009 0:•' Q� �iFIC•'to •Gd' Q Vt� 7 No.4VAb� .. ov— V 2540 34wett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 2 V 2540 34wett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 2 B m :o e M KITCHEN A SCALE- .':r•cI' -� . N KITCHEN C SCALE- V!•.r-m' 6 L04" STW �AT C.-T. VA•UTY I 1 BATH E SCALE- V!•=r•c' MINTERIOR ELEVATIONS F17 KITCHEN B scALE• W:r-m• BATH D $GALE- V!'.r-m' ALi arwcnLCAs coca I�Dcro• ro ee oomte r x �• vaeee HONED OM1C�I.�a T SEE FOUNDATICN PLAN FOR FILLED CEI.L'_OCATION. I I III I II I e'-- AF F aw „ALL 1 II -1 NOTE. ALL FRAFE rW I S TO BE 3 Ir•' UNLESS OTPEQM5E NOTED. AREA CALCULATIO I5T FLR UVW&z IQ SF /RR�SAn� GARAGE: A 6 SP ENGINEERING COVERED ENTRY:7 5F TOTAL: 015E CPRPYL IOC I.OrAnCH b.-B. COIL PATIO b�x6'8 SG O (•21/ -231 6 e FLAT _ I M. BEDROOM T-b 3i!1 GREAT ROOM � 1 45 O' TLAT km —L z sn cv ^ /! .` v _ �II•-6 V2' 2• $' o• r r i = ry gg 2 a I 111ry BEDROOM 2 - g I ! / KeIT T � rvry UJm - e'RAT �� i- i (CI (9► e W11 n I B TH I YY YY r 2M R,uMe 1 ^ v W ' 2W.&V ryN L:. v SSH II'-m' N11f S1 N 0'-2 V2' c IT N 9 m ' 9'•I VZ• N` a DINING BEDROOM 5 ' s e• FLAT - e• FLAT 1 � r I I o I I I wlLsltTs .e ^ " S q oaTETt o l a ORl'I 1 1•� �11 r'•s2- a 6'• I I i6'-I I11• b! I Lo � ip, F1q1 n�LIVIiA:,G ^LATOPfI / e F T N 0 TE; AIR HANDLER TO HAVE I nw OF: !• CLEARANC-S 04 __ ALL SIDES AND SKCLOSUFc SP4^.E SHALL BE MIN. IZ- s'-9' ••i V!' 191DER THAN A?F::AWE c GARAGE v� n 1r-----IR.s n _-- FOYER zs sa e• FLAT G iCH el-F FLOOR PLAN 'A' u!•.I•o• BEDRM a4 e• FL ^T a U 3UX6'8 ENTRY IAOQC eoT. OJ 255FT IEI'-0' X l'-O' O H (.19/ -250 _ - - -- --•- - - - - _ Z..m. (•19/ '2 •.a• .! 2•-5I PARTIAL FLOOR PLAN 'B' ! 'C' e•FLAT ?V-O 3t!' 12'' ENTRY (� 25�+ uew�.e'oc (•21/ -28) 1&-O' X I'-E)" C H. (BAR. OR - - (.19/ -23) m- PARTIAL CCL', ^— P EsvJ 6'-$' 2'-m' w'•m• r•! r-0' 5'-4' tS-! Vw' !m'-0 v1e• FLOOR PLANS Z b 0 Z ~ VJ> aw %o w N O O Jew w Z LL 3; w1 J .i a a ss CID J w 0j! sheet: A2 Of: ' 40-0-0 0 o Co 4 c • ti � ti ti ti ti ti ti ti ti ti ti ti ti W W W W W W W W W W W W W W I H1A H1B H1C H1D ME H1F T1 T1 I T1 T1 T1 o I 1 I Ti T1 T1 T1 I T1 T1 T1 I T1 T1 T1 T1 BH1 --- v � I I I I I I I I I I■ GE3 19-4-0 2-0-0 5-4-0 13-4-0 40-0-0 T 11 - 0 2 $ CUSTOMER NAME: ' w= CEN•T�X 'HOMES ORLANDO Dl V NOTES: MS DRAWING IS THE PROPERTY OF UNIVERSAL FOREST PROM C) m • UNNERSAL / SHOFFENER LLC. AND IS NOT TO BE QZ o m j USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNNF1iSAL / SHOFFNER LLC. � „, MBE UST SUED SHOFFNER, PROJECT: : • : 1928 E EVA T/ON B&• C ROOF A S DATE: 4-16-OJ I QUALITY PRODUCTS FOR QUALITY BUILDERS WOOD TRUSSES: COMMENTARY AND ECOMMENDA- W�sTIME SC&E: N.T.S. FOR�INDED ST,ANDARxD$ IN E ECTINO TRUSSES. (TPI) IS LOCATED AT 393 0.ONOFRIO OR. SUITE IN ALA REVISION: DATE: BY: 200 "ISON, W1 53719 (EOB) 533-5900 5631 S. NC 62 PHONE (800) 474 BURUNGTON, NC 27215 FAX (336) 226-9 REVISION: DATE: BY: �CTS ,LC. -9356 103 a J J aQ� (U J � x Pal LL. (U >- . 14- P4 (U Must have a minimum clefrance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. I 0 W O 2 X (D CD W 1-11 00 z 0 w \ PCI U CU -) Rating o �••..> z Leo -®tea 5 J O D B m �DCLJ(nn® ONE BY WOOD_ BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE — 3 WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK By OTHERS RIGID VINYL GLAZING BEAD v►4 .(TYP.) (WINDUU HEIGHT) I I_ CAULK BETWEEN WINDOv FLANGE S PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EDL. PERIMETER CAULK BY OTHERS CAULK BETWEEN B.V. CONCRETE OR WOOD BUCK 6 (BUCK WIDTH) MASONRY OPENING HAS-Y. OPENING INSTALLATION ANCHOR BY OTHERS BY OTHERS ONE .BY vDDD 3/16' DIA..TAPCON • BUCK BY OTHERS 1-1/4' MIN. SHIM AS REO'D. EMBEDMENT ° RIGID VINYL (SEE NOTES). GLAZING BEAD INSTALLATION ANCHOR (TYP•) 3/16- DIA. TAPCON a SHIM AS REO'D. 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL GLASS (TYP.)(SEE NOTES) _ FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE 8 WOOD BUCK W.W. (WINDOW WIDTH) SECTION B-B W.W. PRECAST SILL c� Q a A-001 BY OTHERS A B C NOTES: SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE' SHIM STACK TO BE 1/4 D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1 /4' INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS'OF ASTM E1300 GLASS CHARTS. 8)' LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE ' H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 88 SCREWS OF SUFFICIENT LTH. A TO PROVIDE MIN. 5/8 IN- EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES SINGLE RUNGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STR CTLIAL TWO BY W000 B C R OF U U K. USE BID EVIEWED FROM- EXTERIOR SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN.. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. 1-1/4- MIN. EMBEDMENT D • \ STU 0 BY HERS v 3 On � / 1 v PERIMETER J 1 CAULK BY OTHERS CAULK BETWEEN WOOD BUCK 'I. MAS'Y.. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PsF TO 70PSF 30PsF TO 40PSr 41 PSF TO 70Psr SIZE SIZE 12• 18 1/8 x 25 B B B F.G F.G F.G F.G 13 18 1/8 x 37 3/8 8 B F.G F.G - 14 18 1/8 x 49 5/8 B 8 B F.G F.G . 145 18 1/8 x 55 1/4 8 F.G' F.G 15 18 1/8 x 62 71 8 8 B F.G F.G.H.1 16 18 1/8 X B F.G F,G,J,K 17 t8 1/8 x 83 B B F.G •G IH2 25 1/2 x 25 B 8 F.G F.G IH3 25 1/2 x 37 3/8 B B F.G F.G.H.1 1H4 25 1/2 x 49 5/8 8 8 F.G F,G,HJ 1H45 25 1/2 X 55 1/4 B B F.G F.G.H.1 1H5 25 1/2 x 62 8 8 F.G F.G.H.1 1 H6 IH7 25 1/2 x 71 25 1/2 X 83 B 8 F,G,J,K F,G,J,K 30 1/2 x 26 29 1/2 X 25 8 8 B 8 F G .G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 F G F, 30 1/2 x SO 5/8 29 1/2 X 49 5/8 8 8 f G F.G.H.1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B 8 F.G F.G.H.1 30 1/2 x 63 29 1/2 X 62 e B 8 f, F,G,H.1 30 1/2 x 72 29 1/2 X 71 e 8 f.G.H.1 F,G,J,K 30 1 2 x 84 29 1/2 X 83 2 36 x 25 tj e b B . F f, G 23 36 x 37 3/8 e B F'C' f,GG 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 B f,G,H,I F.G.H.1 26 36 X 71 B 8 F.G.H.1 F,G,J,K f,G,H,IG.H. 27 36 x 83 8 B Lp 42 x 26 41 X 25 8 8 B B F.G F.G.H.1 42 x 38 3/8 41 x 37 3/8 B B F.G F,G,H,1 42 x 50 5/8 41 x 49 5/8 B 8 F.G.H.1 F,G,H,1 42 x 56 1/4 41 x 55 1/4 B 8 F,G,H,I D,E.F,G,H,I 42 x 63 41 x 62 41 x 71 8 8 F.G.H.1 D,E,f,G,H,1 42 x 72 42 x 84 41 X 83 B B F,G,J,K F,G,H,I,J,K 48 x 26 47 x 25 B 8 A,C A'C F.G G F.G.H.1 48 x 38 3/8 47 x 37 3/8 B A.0 f F.G.H.1 48 x 50 5/8 47 X 49 5/8 8 A,C F.G.H.1 F.G.H.1 48 x 56 1/4 47 X 55 1/4 B A,C F,G,H,1 D,E,F,G.H,I 48 x 63 47 X 62 47 X 71 8 A,C F.G.H.1 D,E,F,G.H,1 48 x 72 47 x 83 A A r F Cj K OEFGHIJK 48 x 84 32 52 1/8 x 25 B A,C F.G F.G F.G F.G.H.1 33 52 1/8 x 37 3/8 a B A,C A.0 F.G.H.I. F.G.H.1 _ 34 52 1/8 x 49 5/8 52 1/8 X 55 1/4 B A,C F,G,H,1 O.E.f.G.H.I 345 35 52 1/8 X 62 B A•C F.G.H.1 F,G,H,I D,E.F,G.H,1 D.E,F,G,H,1 36 52 1/8 x 71 52 1/8 X 83 B B A,C A,C f,G.J,K D,E.F,G,J,K•J,K • 37 • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONAL. SANFORD� FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 & 2000 DRAWN BY: BB APPROVED BY: • i-' t � `nL= DATE: 10/09/01 SCALE: NTS Dwc.: FLEX0016 BY: PRODUCT' &-APPLICJJ10N ENGINEERING. INC., 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW, FLORIDA'32746= PHONE 407 805-0365 FAX 407 305-0366 a-- 10CC S.H. — JaMB CTYP.) i0llo S.H. JAME ITYP.) 1x2x1/8 TUBE MULLION 1000 S.N. „AtiB (TYP:) Y8 X 1/2 SELF . APPINfG SMS SEALANT B= T •w EE' Z. MULLION I ePPs'•`ir.'. SIMS SEC T fOL -L— 1 t s c 7/16 X 1/8 / TOPE MULLION lcec s �. JAMB (TYP.) I 1x2x3/A TUI♦= .4U1—LION #8 X i/2 SELF IAPFiUG SMS \ T SEALr;r.T 9ET :; _EN: . o NUL:i.•.:, _ h8 ;! 1-I/= SELF T/;PP11" G S?4S JCA, i ION A —A (L � X —P -: i6 X 3/6 1��GC S.H. � ,�� TUBE ,IAMB CTYP.) � f ;;s x i/2 SE! F TAPPING SMS SEALANT BETWEEN WINDOW FLANGES 3 MULLION '- #8 X 1-1/2 SELF 'APPING SMS SLCTIC)N A —A (S 1 X4X1/8 f TUDE MULLION L X $ X 3/E z8 X 1/2 SELF TAPPING SMS f SEALANT BETWEEN - WIND014 FLANGES. & MULLION *fl Y 1-t/ 2 SEL TAPPING SMS HC-TiON , -A 1 � x4X3/6 TUBEMULLION ,_000 S.H.- JAMB (T YP.) ONE BY WDDB.__ i BUCK BY OTHERS L 1 1/4' MIN, a EMBEDMENT Q MUL't iON #S X 1/2 SE' F TAPPING S',�S #8 X -1/2 SELF SEALANT BETWEEN TAPPiNcci SMS WINDOW FLANGES & MULLION ECT►0N A —A 0 DE'T.AIL C —1 Y� 1- 10.^0 S.H. 1 �,��� �i !1✓ 1T'� JAMB C'YP.) uo CC; i- T.Aco.ur. ... #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGE'S & MULLION �— #8 x 1-1/2 SELF T:APPIr SMS CTil.N -A 13f #8 x 1/2 SELF TAPPING S+1S SEALANT BET WEN WINDOW -FLANGES a MULLION #8 x 1-1i 2 SEL TAPPING SMS S`C i'UN f1 -r. i C! ELEVATION VIF L,, = FROM EXTERIOR QGTAiL C CONCRETE DIR MASONRY BY tsTNERS ./ . a '-- INSTAL-ATION ANC'i'InR 3/16' L_'A . TAPCON: SCRE'W rNC-HOR CTYc.. 1 `!- =X c-RN 2L MULLION! I iNZT1i -A ! -M.N' CLIP i � j i'v' CAL IM L—LION TO C:CNCPc tE ^d HEAD :r .P " X ' TUTO BE Gi.I �L O" S� ARE �USEOx cPTA!L 3 _ INSTALLATION ANCHOR s/1e' D!A. TA. SCREW ANCHOR CTY .) ! i j SILL COIF I 1 /4' MINI. Q EMBEDH= NT . \4 . \-P-RECAST SILL BY. OTHERS a !XII IARY PLATE c= 1R ADDITIONAL ANCHORS; WHEN REGUIREBi IEE --O i M;:i i TilN O ; INTERNATIONAL; INC FLORIDA EXTRUDERS SANFORD, FLORIDA LE ER. 1000/L�RCTTSI'SHEEET .1 OF 2 VE R T_ L _ ^1JiL.. uti SF C T , OtiS SEE OTHr R S I DF ( SHEET 2 OF 2) FOR LES T "-N PRESSURE Ci:`PAC I T i . DRAWN BY: M S H APPROVED BY: InATY-?/ 1 ,�10P SCAI.E::,jTS DWG.. V '!FLC SERIES 1000 & 1500 FLANGE `✓ERTICAL DESIGN PRESSURE CAPACITIES "- ITV :CAPACITY !CAPACITY I CAPACITY CAPACITY I CAPACITY 1 CAPACITY I CAPACITY I CAPACITY 1, -CAPACITY j CAPACITY CAPACITY CAPACITY _ 1 I CAPAC ; ,1X2 7/16X1/8!1X2 7/t6X1/8;1X2 7/16X3/81X2 7/16X3/8i 1X4X1/8 1X4X1/8. 1X4X3/8 1 1X4X3/8 2X4X3/8 WINDOW WINDOW , 1 X2X 1M�111_1_'!TUBE 1 X2X 1 /8 11 X2X3/8 11 X2X3/8 TIP -TO TIP MULL TUBE MULL I TUBE MULL I TUBE MULL ! TUBE MULL ; TUBE MULL TUBE MULL TUBE. MULL TUBE MULL i TUBE MULL TUBE MULL !TUBE MULL CALL ;TUBE 1 2 ANCHORS 4 ANCHORS 1 2 ANCHORS 1 4 ANCHORS 4 ANCHORS j 6 ANCHORS 1 4 ANCHORS 1 6 ANCHORS i 6 ANCHORS SIZE ; SIZE 2 ANCHORS 1 4 ANCHORS 2 ANCHORS , 4 ANCHORS ; SECT. A -A 1 SECT. A -A 1_hi SECTA-A(Z) SECT. A -A 2 !SECT. A -A 3; SECT. A -A 3: SECT. A -A 4 i SECT. A -A 4 I SECT. A -A 5 'SECT. A -A 5 !SECT. A -A 6 ,SECT. A -A 6 i SECT. A -A 7 I 19 1 8 X 26 336.52 732.42 ' 336.52 1692.83 ; 336.52 732.42 1336.52 732.42 791.81 1187.72 j 791.81 1187.72 1187.72 12 / i 740.20 493.47 ! 740.20 740.20 13 19 1 8 X 38 3/8 209.72 317.66 2_09.72 i 429.55 `:. 209.72 ; 456.4fi. ; 209_72� 456.4_ 6 :� 493.47 i 39.12 359.41 539.12 ' 539.12 / -`' -�� i 193.92 152.75 271.83 1359.41• ; 5 _ 14 119 1 /8 X 50 5/8 131 _23 1 131.23 152.75 , 177.46 _ 152.75 : - 1 319.55 479.33 , 479.33 145 j19 1 /8 X 56 1 /4 94.13 ; 94.13 127.29 4 127.29 135.81 1 139.09 -_1 135.81 ; 194.97 i 319.55 . 460.17 , ` 65.97 ; 89.21 ; 89.21 + 97.48 97.48 119.85 136.64 ; 282.02 - 423.03 i 282.02 ; 423.03 : 423.03 _ 15 _ 19 1 /8 X 63 65.97 -"-_T_--- --- k--- �- r -- 90.09 . + 212.62 212.62 ' 296.98 ` 296.98 1365.75 -- j -- E 58.81 f 58.81 64.27 s 64.27 190.09 i ' 16 19 1 /8 X 72 ; 43_49_ 43.49 _ - ; - - -� - --T� --- - - --- ---- j i 17 i 19 1 8 X 84 26.96 126.96 36.45 ; 36.45 139.83 ° 39.83 -_ 155.84 i 55.84 ! 131.79 • 131.79 1 184.08 s 184.08 ; 294.03 / --'-- 3 262.87 ' 541.20 262.87 ; 572.13 ! 262.87 ? 572.13 1618.52 927.78 1618.52 1927.78 927.78 1 H2 1 26 1 /2 X 26 i 262.87 1572.13 1 .__1...-__� -' 1343.74 s 157.93 343.74 371.61 557.41 1,371.61 ; 557.41 ' S57.41 1 H3 6 1 /2 X 38 3/8 157.93 239.21 1 157.93 323.48 ' 157.9 3 - ; 2 X 50 5 8 97.25 97.25 i 1 13.20 131.51 ''. 113.20 1 143.71 1 113.20 201.45 i 266.35 ; 399.53 266.35 ; 399.53 399.53 1H4 6 1/ / . -- : ' 6 1 2 X 56 1 4 69.43 69.43 - 193.89 93 89 100.17 i 102.59 ' 100.17 1143.81 ' 235.70 339.42 235.70 (353.55 1353.55 1 H45 / / T i 48.44 48.44 i 65.51 ; 65.51 71.58 171.58 88.01 1100.34 ; 207.10 236.83 ; 207.10 ! 310.65 i 310.65 1H5 26 1/2 X 63 --146.98 - -- -�-- 146.98 4 96 8 165.86 65 86 j 155.44 155.44 217.11 1217.11 267.38 - 1+ 42.99 42.99 1 H6 26 1 /2 X 72 ; 31.79 131.79 j 1 2 X 84 ' 19.62 ' 19.62 126.53 126.53 28.99 128.99 ' 40.64 40.64 195.93 i 95.93 i 133.99 133;99 1214.02 1 H7 ( 26 / .. 1 j 216.75 1471.75 216.75 22 37 X 26 216.75 471.75 ; 471.75 216.75 i 471.75 1510 f 765 1510 765 1765 23 t37 X 38 3 8 122.22 1.185.12 1 122.22 1250.32 122.22 1,26 6 0! 122.22 ! 266.00 1287.57 ' 431.3fi 1287.57 431.36 431.36 / ! 1 p 7 r f 85.36 i 151.91 1200.86 " 301.29 ; 200.86 301.29 3� 01.29 24 07 X 50 5/8 173.34 1 73.34 i 85.36 ; 99.17 85.36 . -- 1151.97 170.28 ; 70.28 174.98 176.79 174.98 1 107.65 1 176.43 1,254.07 176.43 264.64 264.64 245 { 7 X 56 1 /4 ; 51.97 - 25 i 37 X 63 ; 36.01 ; 36.01 48.70 ' 48.70 53.21 , 53.21 65.43 1 74.59 153.96 i 176.06 153.96 1230.9 4 _- , 230;94 -r --- 26 1 37 X 72 23.47 23.47 31.74 i 31.74 �34.69 134.69 i 48.62 48.62 1114.76 114.76 ,131.61 160.30 197.41 I : �i 19.46 19.46 121.26 j 21:'�6. ; 29.81 29.81 170.36 70.36 i 98.27 98.27 ' 156.97 27 37 X 84 1 14.39 ; 14.39 I --T-----7- r-- I fi I~ �17.04 ' 450.85 ' 676.28 j 450.85 ^ 1676.28 1 676.28 32 53 1/8 X 26 1 191.61 1417.04 ; 191.61 ; 394.49 1� 91.61 ' 417.04 .- ., .,191.fi��'' I .,j,= + _ -r R.... ,... i 1>�.38 *' •"� '�'1�.4.14 231.50 ; 347.25 ; 231.50 1347.25 .347.25 33 3 1 /8 X 38 3/Si 98.381149.02 98.38 201.51 ( 98.38 ;• 214.14_ ..� , 1 I '-T65.45 176.04 65.45 183.09 j fi5:45 111.6.b7 ''� '^�:1.94.00 _I 231.01 -_ 154.00 1231.01 ; 231.01 34 P3 1 /8 X 50 5/0 56.23 t 56.23 �_ _ :' • r81.4�4 � 133.48 1 192.22 � 133.48 200.23 1200.23 I ` 53.17 ' S3.17 156.73 158.10 - 156.73* - 345 63 1 /8 X 56 1 /4 39.32 i 39.32 I - 35 53 1 /8 X 63 _ 26.92 126.92 136.40 136.40 139.78 ' 39.78 _ 48.91 55.715 , 1!t5_O8 1 131.60 �_1 15.08 172.63 i 172.63 36 53 1 /8 X 72 17.34 �i 17.34 ' 23.45 23.45 125.62 125.62 ! 35.92 ': 35.92 `84.77 184.77 171.21 , 118.41 145.82 I 8 X 84 1 10.51 = 10.51 114.21 i 14.21 115.53 1 15.5321.77 ; 21.77 51.39 51.39 = 71.78 ' 71.78 1 120.81 37 53 1/ - . SERIES 1000 & 1500 FLANGE VERTICAL INTERNATIONAL, INC =: FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES -T,.- TITLE: D S 10 ` RESS: i<r_ l.�'+�Hi, :: 1 LS- t''�.Ai IGE SHEET •2 OF 2 ;/ERT L C� MULL DvS - SFR, 1000 & 5J0 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED .AT EACH END. DRAWN BY:. _.. APPROVED BY: B DESIGN PRESSURES GIVEN ARE FOR 1.5 X 0^ 1 /"� SCALE: �!! L. D1KG.: t�1� __LC FG 2 SHIM AS RE'O'D INSTALLATION ANCHOR SHEATHING-. (SEE NOTES) 318 SCREW ' BY OTHERS i ICAULK BETWEEN TWO BY WOOD DOOR FLANGE BY OTHERS . S SHEATHING V I I �/ STUCCO _ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS �i .. i! �i�i►1 1C �,.. w�`i.I-ii.1• Li>, i.� .. •::.. ii� ., Gto 1p74 �AQ.uDERS _ 1T1 j t T:. ITit°�: �ki�.s,�0 l # ._ SLIDING GLASS DOOR FRAME SILL D a LIBERALLY APPLY --� CAULKING UNDER SILL D 1/4' MAX. SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT G c 1-1/4' MIN. � D OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A fl f- DOOR WIDTH /4' MAX. SHIM SPACE . 1-1/8 MIN. EMBEDMENT SLIDING GLASS DOOR FRAME • JAMB TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS SECTION B-B TWO BY WOOD BY OTHERS SLIDING GLASS I HOOK STRIP SHIM AS REQ'D. (SEE NOTES) INSTALLATION ANCHOR #8 SCREW CAULK BETWEEN DOOR FLANGE a SHEATHING STUCCO OR SIDING BY OTHER SHEATHING BY OTHERS TEMPERED (TYP.) S SLIDING ra INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL WOOD RS SULK BETWEEN IOK STRIP L IEATHING 1-1/8- MIN. EMBEDMENT A • NOTE S: ' . I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2> 89 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 HIM. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. / 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. _ 5) USE / SiCED ACRYLIC CAULK DR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6> IF EXACTTDOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR pUANTITT LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO•D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. $ $ PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN., 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UN17 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 REO'D. AT EA SET (IF 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 'D' REPRESENTS FIxED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. ALLSHOWN ON THIS DRAWING. EXTERIOR ELEVATION J4) NOTSECA AONF�.*BAB* L HOOK STD R PODETA VE LE APPLY 70 INSTALLATION OF ALL HOWEVERAPPROVED INSTALCATION 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 IF L D R I D A INT.RINC.RS SANF.DRD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #•8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/01 SCALE: NTS IDWG #FLEX0027 SH1 1 OF PPrP&IWh RV: PR110lfCT L APPLICATION ENGENEERIMG. INC., 250 INTERNATIONAL PKVY.• SUITE 250. HEATNROW, FLORIDA. 32746. 407-805-0365 FAX 407-805-0366 NOMINAL DOOR SIZE AND CONFIGURATION 4068 XX, OX, XO 5068 XX, OX, x0 6068 XX, OX, XO 8068 XX, OX, XO 10068 XX, OX, XO 5080 XX, OX, XO 6080 XX, OX, XO 8080 XX, OX, XO 10080 XX, OX, XO 50100 XX, OX, XO 60100 XX, OX, XO 80100 XX, _OX. XO 9068 OXO 12068 OXO 15068 OXO 9080 OXO 12080 OXO 15080 OXO 90100 ORO 120100 OXO 9068 XXX . 12068 XXX 15068 XXX 9080 XXX 12080' XXX 15080 XXX 90100 XXX 120100 XXX 10068 OXXO 12068 OXXO 16068 OXXO 10080 OXXO 12080 OXXO 16080 OXXO 100100 OxxO 120100 OXXO 160100 OXXO 10068 XXXX 12068 XXXX 16068 XXXX 10080 XXXX 12080 XXXX 16080 XXXX i00100 XXXX 120100 XXXX 160100 XXXX #8 SCREW INSTALLATION ANCHOR CHART DOOR SIZE 48 X 80 60 X 80 72 X 80 96 X 80 120X80 60 X 96 72 X 96 96 X 96 120 X 96 60 X 120 72 X 120 96 X 120 109 -1/8 X 80 145 1/8 X 80 181 1/8 X 80 109 1/8 X 96 145 1/8 X 96 181 1/8 X. 96 109 1/8 X k20 145 1/8- X 120 106 5/8 X 80 142 5/8 X 80 178 5/8 X 80 106 5/8 X 96 142 5/8 -X 96 178 5/8 X 96 106 5/8 ,X 12Q 142 5/8 X 120 119 5/8 X 80 143 5/8 X 80 191 5/8 X 80 11 / X 96 143 5/8 X 96 191 5/8 X 96 119 5/8 X 120 143 5/8 X 120 191 5/8 X 120 11 1/4 X 80 141 1/4 X 80 189 1/4 X 80 11 1/4 X 96 141. 1/4 X 96 189 1/4. X 96 117 1/4 X 120 141 1/4 X "120 189 1/4 X 120 QUANTITIES IN HEAD & SILL UP TO 1 46 PSF TO 1 61 PSF TO 45 PSF 60 PSF 70 PSF 6 6 6 6 6 6 8 8 8 10 10 10 2 12 12 6 6 6 8 8 8 10 10 10 1 6 6 6 8 in 8 to 8 10 -12- 12 12 14, 14 14 16 16 16 12 12 12 14 14 14 16 • 16 16 12 12 12 14 14' 14 12 ' 12 12 14 14 14 16 6 16 12 12 12 14 14 14 16 16' 16 12 12 12 4 14 14 12 12 12 '14 14 14 18 18 18 12 l2 12 14 14 14 18 18 18 12 12 12 14 14 14. 18 18 19 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 19 QUANTITIES IN EA. JAMB UP TO 1 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 8 8 8 10 10 10 10 12 12 12 8 8 8 10 10 10 .12 12 8 8 8 10 10 10 12 12 8 8 8 IF 10 10 12 12 12 _- 8 8 10 10 10 12 12 12 8 8 8 10 10 10 10 12 12 12 8 8 8 10 10 10 12 12 8 8 8 10 10 10 8 8 8 10 10 10 10* 12 12 .12 8 8 8 10 10 10 12 12 8 8 8 10 10 10 QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 7 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5. 5 5 5 5 5 7 8 5 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5• 5 8 8 4 4 8 8 4 4 8 8 4 4 1 1 10 10 5 5 10 10 5 5 12 12 6 7 12 12 6 7 12 12 6 7 4 4 8 8 4 4 8 8 4 4 10 10 5 5 10 10 5 5 10 10 5 5 12 12 5 7 12 12 5 7 12 12 5 7 ANCHOR NOTES: 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. 4 4 4 - 5 5 5 8 8 8 4 4 5 5 . 8 8 F IDA EXTRUDERS INT. IN. SANFORD, ''FL. NG GLASS DOOR . LLATION WITH #8 SCREWS Klamp �� Bg D�iE• 12/21/O1 VIL SCALE: .N.T.S.WrrNo- FLEX0027 71R?' — REv..IETTER: SHEET• n, nc PLAN: 1928 VANGUARD/FOX & JACOB GENERAL NOTES I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 5. IT IS THE INTENT THAT THESE DRAWIN65 BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDIN6 CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 115" = I'-O". ALL IiXII PLANS ARE DRAWN TO THE SCALE 1/6" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = DESIGN PARAMETERS BASIC WIND SPEED = 90 MP)d. (FASTEST MILE) 110 MP}I. (3 SECOND GUST) WIND IMPORTANCE FACTOR to WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.18 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = •22 , -18 F'SF - ROOFS . #20 , -20 PSF (-30 PSF AT OVERHANGS) ORLANDO DIVISION SHEET INDEX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN, FOUNDATION DETAILS A2 - FLOOR PLAN, INTERIOR ELEVATIONS A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT All - STRAPPING SCHEDULE A4 - ELECTRICAUHVAC PLAN, RISER DIAGRAMS A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES Sl - STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS SP - STRUCTURAL DETAILS FOR OPT. CVD. PORCH VANGARD & �R/SANE ENGINEERED BY: Fox & JAcOBs ENGINEERING HOMES H LL w _J Q J W Q O 2 rc aw�A Oesipne0 Ey. M d— by: d— m ig Galt. 01-=-Ot Sheet C of: ONR 6�IIL VAPgi OVER TREATED COMPACTED F ILLCMU 2 / MONOLITHIC SLAB — CMU ONE STORY &. B 10-gv'B�BAIBtml bOVOtI WO. 5BAS • 16• O.C. 271 PA�TIOTION 1 AIL O•IER TREATED CCMPACIED'u 3Y O/C/A10 "O" 3Y O/c � � GRAUE m •16.: 2 , 5 BARS H MONOLITHIC SLAB - FRAME ONE STORY 1``• CONC SLAB W N4COHT.� N OD OM WALL OKR 6 NL VAPOR 6EER 1 1/2• 10 5OVER TREATED COMPACTED FILL w/TWEmNES1/ 3 1/Y C.VA�POR6BARRIER1 / s REBAR CONi. 1 / S REBAR CONT. OVER TREATED \ OVER 6 MIL VAPOR BARRIER > COMPACTED EAL,OVER TREATEDcaAot eoMrACTED E1 THICKENED SLAB NON BEARING DEPRESSED SLAB DEPRESSED SLAB X 0 ENTRY — CONC. PATIOS i NON BEARINg SHOWER Z NON BEARING® GARAGE GoR4ER TEAR W/ SM. NOOK 5 BAR a� OPT FILLED UN•5 LINTEL BEAM REINFORCING CHAIR BLOCK UNDER FRAME ANCHORAGE TAPCON: BLOac TO Exr. FRAME SHEAR STRENGTH M COPt�CTION (TYP. SPACING) TAPCON: 3/16. 0 12' O.c. EXP. BOLT: 1/2. 0 48' O.c J—BOLT: 1/2' 0 46' O.C. X TEST REPORT / 150-20066/ SERVICE PROFESSIONAL D"STRIES.INC.SEE MFG SPECS FOR BIT SIZES & TECHNICAL • INFORMATION .: EXPANSION BOLTS: I I 1 1 RAWLS 511EAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT aA. EMBLT1r1ENr NaLOW BLOpL 3 16 1-,/2" B46 LBS 1/4• ,075 LBS LOCATION A MIN. EDGE11831 ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR N MASONRY 2SOUTED• 1/2' 1.5• 761 LBS 1765 lBSCONCRETE 3• , 25• LBS 2537 LBS e® LN,a FILL® M, N5 Cowl' I V8Ur-AL REOAR SEE PLAN SINGLE COURSE LINTEL 3/4--1 -W DETAIL DENOTES PIPE PASSING. THROUGH 6EE FOL44DATM PLAH—�'-, /' I FOR REBAR OELANTITY �.� 9 MBAR WITHIN FOOTWS +•' FOOTER UV 25• PU4 SPILICE OVERLAP (SE FQ� TTCNA IN FOR SIZE) TYPICAL FOOTING DETAIL I MONOLITHIC FOUNDATION DETAILS v4'-ro• MAXIMUM SPACING OF FILLED CELLS UZ��IIEO CELLS THAT CAN RESIST A MOD MPH LOAD DESGH I4ALL PRE56UM T a 22 PSF MAX Ml1 ALLOWABLE TENSION ON MDLLOW CORE WTS K 25 P.SJ.- Arl. S31 TAKE 10.1 SKTIDN PROPERTIES e• PARTIALLY FETED WALL • RS.43• 04ASONARY STRICTURES ArAJ M . WIN AX S, • W'L"2/ 6XT • 95.43 . 1 a 10.4 FT. USE A'-0• IORIZ. SPACING - 4'-4• CEDING MAX. (FS a I-V USE 6'-0' H=Z. SPACUU - D'-0' TO 17-• CELLIIG MAX USE W-O' H=Z. SPALUfa - 17-' TD IB' CEILUG ► NX 4 ADD LINTEL W 6) 85 COW. 9'r-4• W.T. (•/- B TBS SMCIURE HAS �N DE5[iED TD MET OR EXEE^ THE MID PWK 3 S+-T^'^'T FdETS MIND LCIAO REiiRRH'6115 OF THE FLORIDA BULDDG CODE ?mI. 11 OPTIONAL 36' X 42' X 4TONL. PAD a 36'X42'X . )TNG COIL. PAD EEVE SMALL BE - M ES LARC�R 79M PE PA66M TMROI1GM u� x 3 �R b 0 M i�; --— — — — — — — — — — — — — — — --------- ------ \, PRECAST 56D. „ _• THRESNOLO G I I \\ I I \\ I I \\ 1 \\ I FOUNDATION SLAB NOTE: I \\ 3 1/2' GONG. B n/FIBFRtff5H I 1 \\\ OVER 6 MIL VAPOR SAMER ON I LAv ® GLEAM CO AGTEDTE TERMITE - \\ RESISTANT I \\ ® \` 1tEGRUIT 2' SYSTEM (TYP) I LAV \ I I \\\ I I — — L — — — / •P4C GIAW mr�sER w� v 6�� FOUNDATION PLAN 'A' � v4•.ro' • • BITE, C OCU3 F LINTEL O GABLE ENO DETAIL SHEET 52 ELEVATION 'A' ONLY -vo'c -\ Vill �F LINTEL O C A13L.E Elm DETAIL SHEET 52 ELEVATIONS'A'a 13' 3/4• RECES6 Ai GAg4oE 000R I_ % I . ! M rmo - — —r — — i ' $I,� GARAGE Y Z — ----- i �o °• 1 1 d� FJODDFlILP ( b I 200'0 3/4'roe v $ e I I I � d I --------------------ra L----G-- -----J PARTIAL FIND. PLAN 'B' 4 'G' 1717-1 MONOLITHIC- FOUNDATION PLANS L V4w-o- U) z �. va-w 0 F- z ,oz o P- o D z 0� LL 0 LL _ f LL yyi/�3 [' II � ' c*4 s 1 r _ w 0 !r. �rd Oy.Onrr Ooslpn er• a•.• O/Q2o1 sheep 213 Al Of. - a a o All Hl,,�- ;-.-b 11 SPLASH c0m 'BATH I -.r \ �n �n •.p• e• nAr KITCHEN A KITCHEN B owee SCALE• 4,••1'-0' SCALE- W.f-v n us•.I•q• I TR e• FLAT m KITCHEN C BATH D SCALE• W:I'-O• SCALE- V+••I'-O• 7•. rb LIGHT SIMP A7 C T. VAN11T I I Tn n T. FIREPLACE MI OPTIONS BATW E SCALE- V+"+1'•E' INTERIOR ELEVATIONS W.,•q• 0 ' �L.w � o b ALL2IaIIGPe.• it7e91E1DEW tom DOuete r x v uac» NOIED ODCOPSs "olE: SEE fOUHD.\TICK PLAN FOR FlLlEO CELL ! OCA710N. Illlplll a"� AFP.GW•MLL 1 II NOTE. ALL PaAFE AALLS TO W S VY MESS OTYE"Se NOTED. AREA CALCUL.�TIO IST FLR LIViNC-: Iq SF �SIRRictimE &ARAGE: a 6 SF ENGINEERING COVERED ENTRY: ! SF •` ,,^ „®,,,� •,,,, ""' TOTAL: 81 SF CPIILIUL AC 10CA1CN M BEDROOM O' Mr �, 6 D• c0)L PAIID 69Wa'8 SB.D W.I. S I '" e• FLAT 7'-6 3/4' ;h I GREAT ROO _M , as __ D• rurP. °' n r ; T BEDROOM g�e I KITFGHEN ryry �R IR N C N FLAT a + / �)NBTH o IN NN � r A � p � ?• 5• aANeE 1 •� � 00 I j— 1�1I1 N Q K i° v C. ,��I�V I� N F II'-1 V1' �� v gem 1I, tl'-®• �� � N 9'-I VY DINING BEDROOM 3 ' S e•FLATMYER � e• RAr B DRYI 1 I•s iol O o ` . I 1•T _ R/A ry t''`i i ��'' --•, e,xs.xao• C'Gi LIVING I x` X D'ti`T N NPIF- AIR HANDLER TO NAVE Nx hIDT Cr 4" CLEARGNLE G" T R'-+ V+• ALL SIDES APID _nCL05URE --- SPACE SMALL BE MIN R• 5'-9' '•i Vt' IDLER iN6V epp_!bW E e � 2ty'a s I• ---_was „--- � GARAGE '? eq• aD - °' FO ER aroma e• FLAT a eose el•Ta.D FLOOR PLAN 'A' w+rq• BEDRM #4 D' PLAT 0 N 3UXE.'8 ENTRY 2! 25fiH n PARTIAL FLOOR PLAN 'B' a 'G' e•Pur � iO'-O 3/4• 9 (421/ -23) R'-0 3/4• ENTRY � 25�+ ol�ace�.rac 62V -28) 16•-0• x ,•-D- e N GAR. [JR. s @ " - -- - - - - - raAF72 PARTIAL G0.J•N i'-D' 1'-0' Ka'-2' I'-t J'-O• 5'-t' B'-t VIb' p +m•-m vlb• FLOOR PLANS shee 3 A2 of: NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS U)USEE W TYPE •a• (OR ALE TIE) FOR 1TaN55 TO FRAM WALL OR BEAM COHNECTIOTN UNLESS NOTED OT1 EMSE (UNOJ 2) USE (U TTPE 'A• (OR INTERCHAMIABLE TIE) FOR TFWSS TO BLOCK WALL C 2*ECnON (UNOJ 3) USE EMW644 (OR INTERCHANGEABLE TIE FOR ALL JOIST MANGER 4)1�(3) OR (1(3) J31 x 3 V4• PASELODE CAN NAIL TO FASTEN JACK t0 NIP GOWIER (T1B) 5)GABLE lRlSSES RECUIRE (V TYPE •A• OR (V TYPE •C• STRAP At 46. O/C FRLt'I CENTER OF TfRUW SEE HOST STPAPP04G ON Ml AND 2nd FLR • PNEUI IATIC ECUNALENT PAY BE SUBSTITUTED FOR HAD NAIL DESrit"TIONS' NAIL VALUE& BASED ON 'NATIONAL DESKoN SPECIFICATIONS FOR WOOD CCN5TRNC7ION FROPI TABLE BDo - 'NAILS MID SPICES - LATERAL LOAD DES" VALUES' MAIL SMEAR VALUE (Fos.) ad 103. 10d Q5• Ibd NS' ,0-0.0 ROOF TRU55 LAYOUT V 8 'C' 0- LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. TC LIVE:20 psf SPACING: 24" O.C. TC DEAD: 7 psf BC LIVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf I DRAWN BY: KSB TOTAL: 37 psf OUR FAC: 1.25 E:a 9. STRAPrjLWA-3-0 sa (3) TAPCONS (TYPJ HALF COLIMN MAIL FRONT ELEVATION '5' -. u� 5TUGG0 DETAIL 5G0RED BAN05 HALF COLUMN DETAIL SIRRIS tE NGINEERING RIGHT SIDE ELEVATION B'-0' 11ZI1SS f3Firi� TEXT" FINISH ON CM CONCRETE BLOCK E a. WALLS (TYP) —b• STUCCO BAND (TYPJ D'-0•- FF.E. SCALE: V4• . r-D• SCALE. VB' • r-w 0 0 OFF RIDGE VENT F La-, IN"N15M (11PJ LEFT 51DE ELEVATION SCALE, VW . I'-0• Wa PTTW G OFF RIDGE VENT COMPOSITE Bwm FS 5� REAR ELEVATION SCALE, 1/4• . r-V* SHMLES B• ox • GABLES IITPJ - m W Z 0 00 F- Q w0 w ::) w~ w ILL w0 LL w N (3) =:IT J j:I w d-Vad 4y.A drawn by. din.Odpn drdmd bp,..,. dales 01-2241 Sheet A3—B Of. SCALE, MTA STAFF I N& 5CHPUL - 5 I MPS®N PRODUCT CODE DESCRIPTION COMPLIANCE LISTING FASTENERS DESIGN LOADS (LBS) UPLIFT MAX. DFL/5YP 5PF A META18 CONCRETE STRAP SBCCI 9603 1 I 14-10dx1.5" 2 I 10-16d — 1500 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14-1Od 3116 1000 . 860 D LSTA30 STRAP TIE NER 413, 443 22-10d — 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34"0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 3 4"0 x 8" 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q R SP4 SP6 TOP PLAT ANCHORS 4X TOP PLATE ANCHOR 6X NER 432,443,499 NER 432,443,499 6-10d x 1.5" 6-10d x 1.5" 2917 2917 735 735 530 530 X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d & 3 4 0 or LBP 5 8"0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 II HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1 114-10dx1.5". (2)ply 14-10d — 11735 1495 LL HHETA20 CONCRETE STRAP NER 393 469 (1)ply 17-1061.5" (2)ply 15-16d — 2130 1860 00 MTT28B IHOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A — 14455 4455 ENG�NE/ER NG w� little 00 N J w W M42-0 113 sheet ug 3.1 O% erno 1► Ac IOCAIIM EZI F•1 —--------- 50b u RACF Q SD M. BEDROOM 1 1 ((�� �n �CELN6 FAX (6TDJ I..f•I, 1114 I �CEIIIi FAX r3IDi AE nowt BAN FAX AO umn GREAT ROOM To BE 9R0 W WCAUM VIR STW LOAD TABLE FL IVA (,IU t LOAD ELECTRICAL LEGEND o- our fumllml �t�I om w rM l wwww ANwt mw -HIV mxws H ovw ♦ 13o YLLE w No[ o iw A A,x oamwrn ® oovml r.H -� S.H" -0: /Old som �It • N my s onk -0 No Ku OICNQSfJW UGH. { Kamm tml ® MWE out = CAwou«t v vom ►•oor 1(• smi¢ WRTM w► XowT AFClolrm ---1 IWOKSM11 FBIM p ELECT PAWL rtoam uoNTs �CELW FM PISS a.1. FYU) w•rrtm mumcm 1 ' 2 1 RANGE 40A bP 8 10 1 I DRYER 30A 1/P 10 5 -- I DISi1W45HER 20A W I?� L I RffRIGERATOR 10A UP Q 5�0 _ I 1 DISPOSAL 10A UP Q 5�m f — I I p1q� 10A IA' 600 4 I 1 SMALL APPLIANCE 10A UP Q 3000 6 b GENERAL YHT 6A UP H 58bm I 1 GARAGE DOOR OPENER gA �P 14 g00 _-- I b PADDLE FANS llb) 6 4t 500 I I-- i 50-TOTAL (WATTS) 3030 iI et 100M WATTS AT W% 100W WATTS REMAINDER 40% 8Jft WATTS AC. 3O00 WATTS TOTAL 30W WATTS 2162-240 WATTS TOTAL LOAD APPS 88J3 AMP5 i SERVICE SIZE 150 AMP' I 1 / 0 SER GABLE a METER Fd RANGE 8/3 M m A MLO DRIER 10/3 W9 04 BARE PANEL SMALL APP. on W3 CA LKfiITING CIR IIRI WS i ITO PPL TRANS 8• GROIIND ROD I 1925 ELECTRICAL RISER DIA6JI50 A 4 WIRE SERVICE I • r VJR r V.TR I VY IVY j�K& r VJR i• LAY _. LAV r 1 r 3• mG ;. 3• r - 3• ¢ .I9 f$ PLUMBING RISER VIA&. "vo Hra 30 TQ1 240V 1 PH 5110 HP NOTE: SEE ATTACHED HVAC FOR ELECTRICAL PLAN CORRECT FLAN: DO NOT USE LM LAYOUT TI-IIS SHEET THIS SHEET. V `^ QV ZZQ 6 0 WW Q �UZ U R aD wU� W W J �a W tit! i, N ,.a j!1 �m.klarc ba.n by. mrn. Am•1� OAK 0143-01 sheet A4 of. 1.1 9 f J � a 9 J§ J 6 �! � i i ►� i! R .S ©00000©© 00000000 n AST RETtXXXX LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 17-4' 8F12-IBAT ALLIED LINTEL: A-13 L 2 1'43' 8FISAWT ALLIED LINTEL: A-5 L 3 T-6' 8FI6-IEVIT ALLIED LINTEL: A-5 L 4 1'43' 8F16-IEUIT ALLIED LINTEL: A-5 L 5 4'-b' 8FI6-0BAT ALLIED LINTEL, A-3 L 6 743' 8FI6-IBAT ALLIED LINTEL: A-5 L l -1'-6' 8FIBABAT ALLIED LINTEL: A-5 L 8 l'-6 8FI6-IBAT ALLIED LINTEL: A-5 L 9 4'-6' 8FG-0BAT ALLIED LINTEL. A-3 L 10 4'-6' 8F16-0BAT ALLIED LINTEL: A-3 L 11 4'--r.' 8FI6-0BAT OPT. GAR. SVC. DR.; ALLIED: A-3 L 12 4'-6' 8RF14-OBATI ALLIED LINTEL: A-9 W CAA K y .*, Z U O rr a (n EI D 5 b� As 8R, - 5, LiJ oggI;rA,s1@ 1 mR P1111, I hlz 114 01- gm �- - s ��A Elf :c3 Lt�Q� 1npglewE igr3�7�i h���r7ylghMpI 13pPg L ro R BI pi Jillga p oic nm ob YJIf• 9_CP ;b •!hg R 0 W TIV rtloul'Q r�iL 3 4Ln2 T � l Q � 6 e Lit �° LLs 9 .r jai � � a �Bgl =1 .. 1i: '�- 5Hgs�'� dig Oft ._g'-•d• gpyn g _g• o11 IiiP Hill pail S �Y 11RAA�GAts�z pp--@95o�a I L •ridi d .0 rd 1_ rid 4 .i d r 4 r - rieiid .ue do Z _AdI4d 6 rd r 9_ 36V1i9dSVS71avn so ga 1 i * - s= 0 �$$Q� .�8g$� g MR° O �r�g "�JLpfJi�dl��a:x61W F R bj0 Lmb- • ♦ tiT 1�< DIV ma N<«« « I < 5 REBAR Al TOP "m (U REOD 1-IR• q-EAR o • GOUT 5 REBAR AT BOTTOM F . FILLED WTN OR= / U • U #U.LED O • • - 5/D•AC 8• NOMNAL UADTN TYPE OF LNIEL CAV(IY GUMMY OF 5 REBAR Al BOTTOM ---OF- rBrnTGM CF LNIEL CAVITY FRONDED N LNIEL (VARIES) F18FIB-IB/IT NOMNAL Mimi J LGUMMY OF 5 NOMNAL W*W REBAR AT TOP DESIGNATION L8 L7 L6 L9 L10 L11 1928 LINTEL DIAG. (GAR. LT.) �SIRNEERINRI�AAE ENGIG rw '� • = �w an. - SCALE:114"=11-W C� Q 0 .J w co N J 0 IWAA= alc •....r e.rv�ee er• �+ Chocked er. •w- eaco. 014"1 sheet 3 WA5 of - NOTES: I I CAST-CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS 1. ft pecast Intels - 3013 ppss11 2. Ft p�estrtseeld Intels = 6000 psi. 3 ft goR = 3DO0 psu r4/ rm[txim6n 3/8' te. 4. Concrete mo5oiry units tCMP per ASTMZ90 w/ minimum net oreo rive stength = 1900 psl. 5, Rebor plvvded n pecosl Intel per ASTM A615 EIREID. Field rebC7 per ASTTt A615 GR4D or GR&O. Prestress strcand per ASTM A416 Bode 210 13" reroxoturn. 1. Vd2 wre per ASTM ASID. g Mona per ASIt 1 C210 type M or S. GENERAL NOTES 1. Iltivde full matcr lead ord bed pints. 2. 51ac filled Intels o5 requred. 3. Instollotral Of lintel must comply with the orclnteeturol OtVar structurol dromngs. 4. Lintels ore m[sufCCtured with 5-112' "Notches of the girds to OccOmnndote vernal cell rerlForcag ad ng. 5. All IntelS meet Orexceed L/36D vertCOI clef tCo1. ex[ept IntelS I7'-4' 171d IO1gPJ with 0 ronn0l hei[�IL of 8' meet or exceed IJIBD. Bottom feed added rebcr to be located Ot the bottom of the Intel cowty. 1. 1/32• diameter Hire stirrups ore welded to the bottom steel for mechonCalInc 8 Cost -replace c to may to pvvded in composite Intel in lieu OF concrete mosory units. 9. Safe land rot6gs 53D bcrwd on rat1O01 desiy onaly5i5 per ACT ACI 318 Od SAFE LOAD TABLE NOTES 1. All values closed On Mnimm 4• tecrng Exception Sofe loads for unfilled lintels must be reOced bT 213% of bec7rng Ierq is less thin 6-Irz•. Safe loads for oil recessed lintels, lased O1 8 mammal IRlrng. 2. NR. = Not Rated. 3. Safe IQItlore e totol supernposed olbiioble Food of the section specified. 4. Sole loads tad on gmW 4D or Bode 6D field re4xr. 5. Addltionol f0terol lood rgxxity con to cblained by the designer W providing OcaioWl reinforced MOSO!i above the precast Intel. 6. One 01 rebcr may Ge -....tutted for t"D 05 1 e113015 In 8' lintels only 1. The desiger may evowte cOCentroted hoods from the Sole load tables by colculot6g the moxnhun resisting moment ad shear of cl-omrj from the face of Sint. 8 For composite Intel heKpts not strain. use sore load from next tower hhempt. 9. All safe ko ds in units of potnd5 per linear foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^21-tm" GRAVITY LENGTH TM� eas &*F,.m 4'-4' i52•) fi2SA5T 911 30i.9 2W 39rvt 4929 4D4 h5W N91 1821 3412 4'982 1 WIZ 1941 9416 OBlB 4'-G' f54) PRECAST an IV 204 300 4481 � 62b4 1102 N2 in 4%21 6412 T141 9416 5'�' f68'/ PRECAST lss 932 ri02 ISSD 2058 25Fafa 3h15 lea 2162 4Cn4 6412 65W 5.04 5'-10' (1D) PRECAST g -M 1� 1441 A24 24M 2816sell pffi 6412 fash6 545016'-8' (eD) PRECAST 8n 2933 2516 3223 3512- vn 24M 41m 613D 8M1' 6'1907 PRECAST ffa5 LM 2a2 Me 2451 2944 Tao en 2329 309 5492 %4 sr� 9'-8• p16) PRECAST am ,a1 e3, 12s3 07 u3.2 61r4 uee6 sag 928 i49t 2111 261e � 2815 8" PRECAST W/ 2" RECESS DOOR U-LINTELS m,. UPLIFT LATERAL L.ENSTH TYPEe41a-a ews-0 ala>v4-ir Me PRAT 1244 510 2413 --QW "12 4%')rM 932 992 12" 5R 2W% 3T1 4m8 4aW (54) PRECAST W2 FM1 Z31 30 3931 41%asa 853 092 14SS 2240 BD96 3831 4643 PRECAST 924• 11'12 Tins 2429 3058 3$1 sal Sol 924 n32 h141 23a1 2918 3fl3 nD) PRECAST a%. 1138 1142 234 29f15 350 4G9 4G9 8% 1 a" &0 22M 2891 3491 406 (BO)PRECAST Y1B aw 1519 2W2 25-0 301 3642 �� 1i1D lb 95L 14126 AS-1 29M 3035 .4 19D') PRECAST fide 69'1 1325 180 22M 2� 32Z1 10 941 fasB 8a1 1312 17a2 2225 26'0 351 p167 PRECAST ,3i eoe 823 H13 iT14 i995 56 W4 Sw 571 004 1369 n2b 2088 245D "REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 4-4 GRAVITY LIMM TYPE aw 8f8-he W12-18 alas-ie 2-IDY3a) PRECAST � 9m4 0,^0 u� 230 g[{ 4410 Ea034 1E26 I 9m4 1 IW 2 1FFS 3-6• (42) PRECAST 3138 33n 46e9 6W1 135 e63o 4141 23D 3166 N73 rfl34 1S6 I 9OD4 0412 1193s 4'-0• (48) PRECAST 2325 2496 34b1 4438 540 6384 135, 2646 M13 8034 146 9m4 0412 IVES 4'-b' (54•) {RECAST 1651 n81 MaI 2651 34M 4149 I 4a% I • , 2110 4021 I 6031 19aa 91304 0412 9rfa8 5'-4' (EA-) PRECAST 1184 12a am1a04 231 Za26 3336 M46 1665 2884 1 SO51 W% s4OD 6424 1 1450 PRECAST 912 �O 09% ~14 1889 29W 2121 SIM MSR 24b4 1 4144 5455 4431 WWI 6i22 6' 6' CW) PRECAST 931 IMe 2f01 3zr� z1,6 BIOS 31b 4585 1255 29M 1 3916 Sao T34 8'195 W0 1' 6' 1907 PRECAST 161 iD29 i615 29M FR4 2439 25515 3333 1D29 16B 260 3534 5896 6613 9341 9'-4• (112•) PRECAST 5-9 632 049 14EA 120 1482 n54 2DZI Me 1212 hW 2544 36 4090 321 ID'�iY126') fi2tiA5T 4e2 am 1125 -as n22 2 HE 456 6W 1025 514 2081 2T44 3IM 24W 11'-a• p367 PRECAST � 935 136s 9654 2355 1'n3 2075 446 5m6 934 8ES 1854 2441 3155 413" 12'-0YI447 PRECAST 414 545 8G4 1254 i6M 2014 � 08 555 864 054 G93 2211 2tr32 sm 13-4•(160) PRECAST 362 421 126 E025 1331 MM 1224 RIO 4e5 148 016 1438 1855 2943 2920 14'-D•(168•) PRECAST 381 648 9R mD 1462 081 1iD 33B 4ss ino om i33a nl4 219 2L" 14'$• DV) Pf2£S N.R. 1R 465 %5 6D 2045 MID Sias 3T<s IT-4- 084•) PRES N.R. IR MI IR M2 M2 NR IR 42D 695 12M 0% ZT10 2tl0 940 17-4' (d1B)PFif'S NR tat DIR w IR PR w w 30 sao 955 i400 1® =o 2r oo IV-4' =') RESTRE56E NR W IR IR tR to iR W 240 4W -W am i400 ruo mm 21'-4' (2WI PRESTRESEE NR "R 11R 11R PR IQ Cat 1st 03 3TI 6o 940 1340 naO 210 27-012W)PRESTRESGE NR. rR IQ Mt iR MR GO 3ID) 51D 010 1250 x!0 A-0 24'-0Y288-)PRESTRessE N PI .IR MR ISO 240 4lD 120 OW h393 160 8" PRECAST & PRESTRESSED U-LINTELS "REDUCE VALUE BY 2-9% FOR GRADE 40 FIELD REBAR k I„T«. I ALLIED LINTEL TABLES MATERIALS It INSTALLATION I. rem in precost Intel CiKiO per ASTM A61S 2.. ew in pored t>eaml G940 A57M A615 a III: for prer�t Inte•400 se 4. It for CIO mnt ete =3DOOP51 S. Cocrete moaan units per ASTM C-90 mOrtcr per ASTM C210 type M or 5 6. colculotas 1>1. RCI- 0 He"mon. P E.. Riddle -Newman Etgneerr9 IIC. 1. slue oil composite lintels 4- Or. 8. ou camposlte Wens cntu0te0 nun Ins 9. 5ofte � � or no mull 8' beLT6g (4• mimmrlil. 10. all boos slOrar inpants per Ineor FOOL II. for Iengthe5 not 15ted 15e next 1131W "th for Safe NOW FIELD REBAR s5 ER 40 �. •',� •. , LM1L <1 CONCRETE FILL FIELD RE9M2 d s5 GR 40 ,_sre'A4L ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE 'U" LINTELS LINTEL N0, LENGTH 81x8' UNFILLED e•xe' FILLED 8'x12- FILLED 8'x16' FILLED 8•x20' FILLED e'x24" FILLED 8'x26" FILLED 8'x32- FILLED A -I 2.10' 6549 6251 10125 1213M 12000 12000 120M 12MO A-2 3W 3838 3BSB 5231 8552 11440 120013 120130 120013 A-3 4W 2081 1914 3%1 4616 6186 1269 8601 9924 A-4 510• 1128 1080 1810 2483 3336 3413 4631 Sill A-5 lb' 902 9356 1844 2542 3294 4029 4190 5522 A-fd 9'4' 6% 636 1112 1534 1994 2436 2902 3346 A-1 93ia• 489 483 841 1110 ISM 1851 2211 25% A$ 11'4' 502 612 1125 I530 1 2002 2455 2931 338A A-9 1218' 421 4e8 900 IZ24 I 16D4 196E 236D 7121 A-111 174' 393 419 114 IO53 1381 1692 2024 2341 A-11 141D' 342 313 69O 938 1239 1510 IBM 2091 A-12 14V BOB 334 618 842 1108 1352 1624 18.19 A-13 11'4' 212 MS 436 611 am 988 HIM 13M A-14 19'4- 25D 345 4% WO 1138 1408 16% 198D A-15 2D17• 225 365 413 184 1052 19M IS1D 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8' CONCRETE 'U" LINTEL 2' 8'xIa' 8'x20' e'x24' 8'x28' e'x32' LATERAL LINTEL N0. LENGTH e'xe' 8'xe' 6'x1AL LO UNFILLED FILLED FRIED FILLED FILLED FILLED FILLED FILLED axe FILLED A-1 210• 30% 3150 9194 IOODD IOOOD IOOOD IDDOO IOOM 4408 A-2 3b1 Lam 18-6 5445 IDOOD U313M 1013M Irv= Im00 2592 A-3 4W IDIB 1051 4224 59M 82D3 9440 ID000 030M 1415 A-4 SID' 515 6D3 7:Am 3319 43M 53D3 6166 1848 111 A-5 1b' 345 31D 1421 191E 2552 3514 %61 46D0 661 A-6 9.4• 228 252 934 1296 1665 2D59 2542 2941 423 A-1 IOT.- 185 2139 1% ID49 1341 1662 2025 2941 329 A-8 11'4• 303 339 652 911 11113 1452 1151 2132B 51 A-9 1218' 241 282 61S 160 991 1232 14EA 1695 A-10 13W 253 253 510 103 892 1109 130E 1509k 32D A-11 IWO' 225 324 413 652 824 I028 IFS aw- A-12 14b' 191 218 442 6119 MR 955 1106 A-13 11'4' 145 253 351 483 605 1% 842 A-14 19W 184 1 214 1 BIDS 42D S25 E61 115 826 I A -IS 2Ot]' Il4 2D3 296 405 504 63D 6BD 186 0 W «" .emu oy O o 0 I X C 1Vi a' c N z2 mom ' W0 e c e U ' 0 d i, 00 N r J W raw W PO 1lYtdm0. 41a. •rq: aaslvioa W- it � hay. a1. ee-rm11 ellildoe yr. Oi1i14 0ob: 01 4H sheet: A5.1 Of. GENERAL NOTES GENERAL. I LIVE LOADS, ROOF 20pef FLOOR: 40pef STAIR, 40paf 2. WIND SPEED IIIDF¢h Sex c,At. 3. ALL WOW TO BE 04 ACCORDANCE WITH THE FJ34. 2001 CHNAPTER 16. 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE : t ALL STORK TO BE N STRICT ACCORDANCE UST14 THE AG 3E 2. MTX DESIGN CRITERIA, ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 50) CGTPRESSIVE STRENGTH a 28 DAYS SHALL BE 2500p� 1 FOR SLABS AO TOOTIGS AIO 3000 pII ELSEWHERE (UOJNJ. MAXI'NM WATER-CO'E7lT RATIO BY UE*W FOLLO % SPECFIED NON -AIR AIR COMPRESSIVE ENTRAINED ENTRAINED STREN STM 1P.0 CONCRETE CONCRETE 2900 0b7 054 3000 050 0.46 SLUMP -SLAB ON GRADE 5• OTTER Y WATER - POTABLE CWLORJDE - HOW 3. PROVIDE NORMAL WEIGHT AGGREGATES N COI'PLANCE MTN THE REC UIREMENTS OF ASIM C 33. 4. FlBER'ESAN MR SLAB TO BE AT A RATIO CF :M LBSJYARD. FOUNDATIONS : L FOOTRG DES16I4 BASED CH MINWMUM ALLOWABLE SOIL BEARING. PRESSURE OF 2000 pet. 2. F FOOTNG ELEVATION OCCURS N WSTURSEDJNBTABLE OR UNSUITABLE THE EN: 04MR SHALL BE NOTIFIED A14D NECESSARY ADJUSTMENTS BE FADE PER HIS NSTRUCTIONS- 3. PREPARATION OF THE SLBGRADE TO FOLLOW REC0IM ENDATIONS AS OUTLINED N THE CCOTECHNICAL REPORT. SOIL, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (V VERTICAL TO (2) HORIZONTAL 5. CAUTION SHALL BE USED WHEN OPERATING 161BR.4A70W COMPACTION EQUIPMENT NEAR EXISTING. STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTU RE - MASONRY: t DEWAK MATERIAL AND WORIGMANSOP SHALL BE N ACCORDANCE WITM THE ACI STANDARD BUILDING C40E RECUTREMENT6 FOR CONCRETE MASONRY SMNCTURES AG 530/AG 83OJ 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pel CGTNCR EM (W TO 10' SLUMP) 3. PROVIDE 2W LAP FOR STEEL • ALL LOCATIONS, 4. ALL CELLS ADJACENT TO CORERS, END OF SHEAR MALLS AND UNDER CONCENTRATED LOADS SHALL COWAN VERTICAL REWFORCDG AND SHALL 13E FILLED WITH CGNCRET& 91. CONCRETE BLOCKS SHALL C4►FOIRM TO ASTM C-SO (20 DAY STRENGTH 2O00 pel) (fle-s00 pH), LAID N RUNNING BOND. 6. MORTAR SHALL BE TYPE K 7- ALL RE -BARS SHALL BE GRADE 40 UNLESS UNAX WOD : L ALL WOOD FRAMING AND PRE-ENGINEERED WOOD MISSES SHALL BE DESIC#D, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND RECUIREMEWS aMMD IN THE LATEST EDTION OF THE NATIONAL DESYl4 SPECFICATIONS FOR WOOD CONSIRUCT1OIN 2. TIE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMEW ON6 AND LOADS INDICATED. ALL DEW.! SHALL BE N ACCORDANCE MTM ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DE54" CALCULATIONS SIC#D AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGIEER FOR APPROVAL I PEF416PEW BRIDGIG PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REculfmo BY THE TIW86 I•TAH;FACTIIRER TRUSS MANFAC7UZER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DUARIIG UPLIFT CGIVITIO/ 4 FOR STRUCTURAL LUMBER PROVIDE THE FOLLCURO GRADE AND SPECIES . SOUTHERN PINE SURFACES DRY USED AT NSA MAX In C, GRADE H02 OR SPRUCE PIE FIR SOUTH GRADE NO2 5. PROVIDE GALVANIZED METAL WANDERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE NMUDING RECM'EHDED NAILS. (NIGHES C4O6MCTORS OR EQAVALENT) 6. ALL BOLTS 119F.D FOR WOOD CONST14)CTICN SMALL BE A MINIMUM OF 112' DIAMETER AND 6• N LENGTH (AS7M A-30) WITH MN I L12' DIAL WASHER UNO. T. PROVIDE PRAMNG. MEMBERS OF SIZES AND OF SPAGIYa9 6MDUN, OR IF NOT BFNOIIFI COMPLY UITM LMTIG STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL:'® R9 BETWEDN SUPPORt9, d ANCHOR AND NAILIG AS SHOUK AD t0 COMPLY MTN THE RECOMMENDED NAILING 9CIEDlILE FROM THE STANDARD BUILDING CODE, LATEST EDITION S, ROOF SHEATHING- VI6. Om OR IR' CDX SEE DRAWINGS FOR NAILING PATTER49, VERIFICATION OF FIELD CONDITIONS: L CCHTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS, RELATNE TO BAPS. WERE THERE ARE CCAIFUCTB BETWEEN ACTUAL FEUD CODITIONS AND DATA PRESENTED IN THE DRA11R4G5 SUCH CODNHONS SHALL BE CALLED TO THE AR ATE•CTIS ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS INSTRUCTIONS. 2. FOR ANCHOR BOLTS USE NYINES OR EOLSVALEW IA-36 OR A-30T STEEL) 3. PROVIDE 2X4 BLOCKM ON ALL SIDES OF THE RIDGE VENTS WRM 8d NAILS AT 4. ON CENTER B• FELT OVM3t V16. OSe, OR 1?• Cox WOOD TRUSSES 6TRAPPED HM, AS SHOWN ON TRUSS LAYOR DO PS. OVER Do CDR OR CAR. A Lft FASCIA R-IS I SUL OVER 2X6 SIEFASCIA IW CCW' ALUM. OVER DO RIFIRING VENTED SOFFIT 5 OVER RAM- DLYI • B�AR� O.fDPRECAST WIT14 (U • 5 RHEA 6•�FTt OR GIMATER 31-Vil OfIB Cd51LL OVER VAPO MASORY RON OVER OVEOy O'U BLOCK W19 DOWELS COM SWORN LOCATIONS N ON FONDATIOi PLAN • J S BARS WALL SECTION 0 WINDOW - CMU WAW ONE STORY LIMITING HEIGHTS EXTERIOR 02 STUDS •� 5110 PHIERIL N Or, SPdOC 1�,1 },Ifs S� SiWD fN1fTIAL N OL SPdbY ql�l � r X 4• SPRUCE, RR 24• GC 94- r X V SOURER! FIE 24' Or, 141-O' r X 4• SPRIM RR w CIC Iv-& r X V SCUT ERN PIE W OC m-0' r X 4' SPRUCE FIR B• OC r-e' Y X 6' SOJIVER N PIE Ir OC Ina- r k 4' SOUIIFRN PEE 24. Oc Y•O• Y X 0' SPRICk Wt 24. OC R-0' J' x 4• SOUOERN PIE W GC r-0' r X M SPRIM FIR I&, Or, 2T-r r X 0 SOUTHERN PIE Ir OC P-r r X 6' SPREE RR I' OC N'-0 r x 6• SPRUCE, fR 24, Or, D'4Y Y k S sami N FIE 24• GC B••4• 2'X 6' SFAICE FDt N' Or, S' SODUadN PIE IS' oic 2Y-6• r X 6' SPRIM FIRV Or, B'•1• Y X C S000FR1 PIE v 00c 26'•8• Gel 2 - J)d0 SEAM UNLESS OfHE12WE NOTED ON FLOOR RAN S' ANCHOR BOLT LMEl BEAM •5 BAR i CMu WALL ®"gym.® MAH MASONRY BEAM HANGER WOOD TRUSS STRAPPED AS SHOWN CH TRUSS LAYOUT 2-2X4 TOP PLATE T- 2.4 ST D6 • IS. OL -/rE ET• 910N B0. e04. CMU WAIL T� ----------------- ----------------- KW iN uwc a s Pr JG NOTE. F A BLOOD DIAPHRAGM M ZONE IS CALLED FOR ON ROOF PLAN PROVVOM 2.4 BLOCKM a ALL PLYWGOD PANEL EDGES N WULS a 4. OC. FOR BLOCKED DIAPHRAGM SOME Sd HAILS AT 4' OL- OR Sd HALB AT 6' Oa. OR E•WALNALENT pNETl411C HAL EOUALNALENI PAEMATC AT SUPPORTED EDGES AHD � I MAIL AT SUPPORTED EDGES BLOCKING, AND 2' Oa. FIELD AND D' OL, FIELD FOR FOR SHADED AIPJU OF ROOF OTHER AREAS OF ROOF lw cw paA OR yr=u M. a� ROOF SHEATHING NAILING RSN PATERN DETAIL FIBERGLASS R-IS NSUL SHIrLES OVER 15• FELT OVER TA6' Oee OR IR• COX WOOD M/VLM1 S SNT ON TR TRUSS LAYOUT VY DRYO.W.L DO P.T. OVER Do CDR OVER 2X6 SIEFAS0, iE- CONT. ALM TPL VENTED SOFFIT DBL 2X9 HEADER FOR 4'-6' MAX OPEHWY UeOau WR VOL s � HEADER FOROPPEMI S. UFO. 3-V)• CON- SLAB URBER'ESN OVER 6 ML 6• �T OVER Vb• 06B OR VJ• COx VAPOR BARRIER 2x UIOOD STUDS OVER TREATED S Cd'PAcTm FILL • 16ro1r- W R-I NSUI_ tx P.T. BM PLATE 7t w VL' x S• ABA 'A• Opt L R-i 7 •9 BARS WALL SECTION - FRAME WB ONE STORY -MONOLITHIC W>• 050 OR IQ• CDX NAIL SPACIG _ • NMRMEDIATE FRAMIG 441 4.4' WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL R-B POLL. V2. ORTUALL- I OVER DO OVER R-S NSLLAtICN ®ERIESHeLAB lot OVER 6 MIL VAPOR APO OVERT BARRIER 4 COMPACTED FILL J • 5 BARS WALL SECTION - CMU WA ONE STORY -MONOLITHIC . -W W WVd NAILS WALL KIDS N NE,4M 'C' V M-10d AILS r-• O mcn cr H8)1C WADER (2) 7.10 V Vr COX FLRCN RILL NAIL. RBERC4.Ae6 SHINGLES Ovm O• FELT OVER TN' OSHA OR VI• COX auoo TRUSES 9TRAPPED AS SNOUN ON TRUSS LAYOUT DO P.T. OVER DO CDR OVER 3X6 &WASGA W CONT. ALLK VENTED SOFFIT LINTEL BLOM ON • S BAR ROLE RtRW MEMBERS (SEE CO NEWTOR CRAW SCHEDULE FOR TRW STRAPS) DOUBLE TOP PLATE V** COS OR COX PLYWOOD E TEIWR SHEATMG NALED Of W! "V. a 4' M EDGE$ AV V'Ca ITELD - 2.4 Pl. WALL STUD WY 0) 0' DLA ANCHOR BOLTS TO BLOCK A vY D14. e• ANLl10R BOLUS B� ►•ITN MO FCLDAIKN WY 645NSRS, LOCATED WITHIN V CF EACH 90 AND 3T' Oa ItAX E &EINEee H&RV •O' aY 0-10d 2.4 P.T. BORCM HATE HALS a BOTTOt OF WLL N HEADER STUDS TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS BLOCKING RECUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.C. REMAINDER TO BE BLOCKED AT S6" O.C. OR RAT IW-1 FASTENING: FASTEN FLOOR SHEATHING TO FRAMING UV WITH Od COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOUANG SPACING: • 1) b' ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERI IEDIATE FRAMING i BLOCKING 6 48" O/G MAX. IN FIRST THREE FRAMING SPACES 4 S&" O.G. THEREFORE FLOOR BRACING AT ENDWALLS BEATEN DETAIL: TYPICAL JAMB FASTENING is OVERHEAD GARAGE DOOR 2Z 4ESE REMIREM NTS APPLY MEN Moo DOOR MANIFACTU RERS FASTENING ETHOD IS NOT SPECIFIED. PR DN BUCK& FOR WINDOWS AND DOCKS L) MAIL WV JOB C" OR HEAVIER POWER NAILS W O/C AID V MAX FROM D" TYP. W r MIN EMBEDMENT INTO BLOOD 2-) ALSO ADD 3A6• DIA SELF TAPPING CONC. ANCHORS TMRU WINDOW DOOR FRAME EIC+IT (W INCHES FROM DOS MAX AND FORTY (40) NOES MAX. ON CENTER WV r MIN. EMBEDMENT MO BLOCK ATTACM Q04X W TO BUCK UV R0 SCREWS MAX S• OAC AND MAX 8- O/C AND MAX S• OAC FROM ENDS U ENDS w r MN EMIDfiLtl TYPICAL BLOCK OPENING DETAIL ffOR PT OLM FASTBIM APO S P W RATIG) V) � � J U L0- r f- Z W JW �QQQJ 0 Z Z �00 CO N w rwi r•1 Sul 14e.�bllt �.M de4Ded y: d Qranll yr. dmw dTSIF1 dledad yr. w. date: 01.22-01 S1 at 2x4 LEDGER TO MATCH BOTiCM 2x4 �• OL CORD SLOPE OF 6CW6OR MISS ATTACH TO TIERS WITH CLUSTERS OF (2) Ted NAILS A T� W led NNLS . 4. OL TYPICAL GABLE TFad6 DES G SECTION SINGLE i•BRACE DETAIL GABLE TRB6� SIFAINNG 2x4 bPRCE OR BETTER LATERAL BRACES • 4'-O• (� OL ATTACH (2) Wd TOENAILS `T6d MAILS • 4• OL 2.6 P.1. SLl DOUBLE LINTEL • GABLE END W N 5 IN EACH COURSE 5 VERT. BAR (SEE PLAIT FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL thOL THIS INSTALLATION IS N ADDITION TO BRACAG RECIIEI•ENIS OF TRUSS MOWACTU6ER CONY. 2X4 NAL TO EACH TRUSS MEMBER BER CHI ROOF TRUSS --4-NL TA6'SOLI RD ROOF TAMS OSIS OR VY COX FRAMING SECTION THRU CHIMNEY CH IN1ER10 CHIMNEY CH ICp INTERIOR CHIMNEY DETAILS 2.4 LEDGER TO MATCH BOTTOM 2x4 BLOOKW5 • AV OL CHORD SLOPE OF SCISSOR TRUSS A"ACH TO I EBS WITH CLUSTERS i' BRACE OF (2) Wd HALS ATTACHED W Had HAILS • 4. OL TYPICAL GABLE TRIS611EB g SECTION DOUBLE i' BRACE MAL GABLE WIPSON ASS • W-O' 2x4 SPRUCE OR 8E71 I ATFQAL BRA & • 2x4 DRI7UALL OR • 4- OL -LSd HAILS, • 4. OL TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL MOM THIS INSTALLATION 16 N ADDITICH TO BRACING RE411REIIIE IT6 OF TRIES MAMFAC7URM WLFT ' OF MIS Mk 10d HAILS TK & OF 3)I6• FROM TM STRAPS TO PEAT. TAFCCN5 TO CM MAHIFAAUFR (611116M (FACW 51W) MAQI STRAP) D l91 1 1 4 132-H60 2 1 4 E AN 'A• STRAP IS MISPLACED OR FORGOTTEN AFTER THE POUI*r. OF TIE LINTEL BEAM AT TOP OF CM WUALL THEN A SS'PSCH MtSW CAN BE SIIBSTTNIED FOR EACH MISSED •A' STRAP (TYP. MON PLEASE SECURE EACH MTSW STRAP FOLLOWING TIE ATTACHED TABLE AND ACCORDING TO THE UPLIFT SHOWN FROM THE TRUSS M0NUFACTIIRFJ2 INSTALL ALL TAPO" WIITH 14l2' TAN EMBED. LINTEL BEAT W (V 5 SOT'SOH MTSW ATTACH TAPCONS EVERY OTHER HOLE NOTE, TAPCONS SHOULD BE INSTALLED N 511RICT ACCORDANCE WITH THE MANUFACTURER'S RECCTMME]•DATICNS MS MISSED •A' STRAP DETAIL PRE-EHGWEERED -PROVIDE 20 GA. GALV. FLASHING FOR TRUSS TO SR ON O'W ROOF SHEATHING OVER TRL" (SEE NAILW. IDES) BAOCNAIL W (2) Ibd NAILS i' BRACE TO EXTEND AT LEAST W% OF WEB LENGTH (SEE TABLE) 2x4 PANEL) ROSS 410iOF • US S / FOR THE E ROWI) IC TRUSSES FROM 4 UV TYPICAL AttACED W (» H6d L"IUATOENAILS GYFfxrN ul4LL BOAR A SECTION 2.8PT THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GaROUTWK (V 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS . CONCRIESIrE LIQUID LPL OR EaWALETR ') INTO BOND BEAM AND INTO THE: FOOTING FOR ALL FILLED CELLS SHOWN ON PLANS BUT NOT FILLED N THE FIELD PROVIDE 61 MN. EMBED. AND 3/4'3 HOLE INTO \THE BOND BEAM AND THE FOOTING I TOP OF BOND BEAN ------- -- LBOD BEAN W (U 5 COIN. PROVDE 25' SPLICES (1YPJ FILED e• QIU WUALL—� () 5 VERTIGO. LL EPDXY GROUT MO FOOTNG A BEAM WV 6' MIN. OF FOOTER NOTE EPDXY GROUT SHOOS BE 06TAL.LED IN STRICT ACCORDANCE WITH TE MAMFACTUR£R'S FECO ME DATI IN'a MFC MISSED FILLED CELL DETAIL 'EJbT. • 24' O.C. Cos 6HE.ATIING 2x4 CONTINUOUS W Ono GO EA SIDE (TYPJ ��t.)0 EA a PROVIDE 2x4 BLooK6Y\ • 24. Ojr- ail CHIMNEY DETAIL CONNECTION KT9. vw' Dee OR W CDX 2x4 DRAG BRACE • AW OL o(4) 10d NAILS 6 FIRST TW BAYS EA END --Ted NAILS • 4. Oka DOUBLE LINTEL • GABLE END W W 5 N EACH CQRSE W. x P WEDGE ANCHORS 'J2• CUC N5V n. DAR (SEE RCUIDATILN FLAN FOR EXACT LOCATION 20 5 AT 4W 124_ OL PROVIDE lU 5 AT 48' OL VERT. AND (2) 5 BELOW EA POST LOCATION FILL ALL CELLS WITH 25M PSI CON- ALTERNATE HOOCS IN END. BRACE EXTERIOR SIDE OF WALL DURING. B� COMPACTION OF THIS AREA 5 • 48- OL —\ SIDE (TYPI FLOOR PLANMa Ift, O6a 4 2-2X4 TOP F OR UP 2-2x4 TOP PL 2X4 8TID9 ATE V16.4 16 O/C OR N ZX4 D BRACE bl4 P.T. BOY. PLA LA J-BOLTS AS SHOWN STRAP STUD CLIP TO Top 4 BOT. PLATE 4.TU WHALL WALL SECTION Q FRONT ELEVATION EXTERIOR CHIMNEY DETAILS ECD lr SIDE ELEVATION 'L• BRACMQ REouMDAEJis STIR SPACl•HG NO i' BRACE NAIL i' BRACE 0) 2x4 i• BRACE 0) 2x6 i' BRACE IS• d-O•• - 4'•5' 4•-5' • V-d W-o• - W-V f-m•• . B'-6• 24• O'-O' - 1'.0 41-W - W.". I 6'-ID• - V-le'• I W-0- - NOTE, i' BRACE MIST EXTEND AT LEAST IOA OF aEB Lvowr G.fABLE TRUSS i• BRACE W ISd AT A" Or - (We SCREW" FOR NZH AND LOCATIM � CONTINUOUS BEARING GABLE END BRACING DETAIL WIND SPEED 00 MpK YEAH WALL HEKI/U UP TO IC-Ir ENGINEEAME RING NG (40n "h4 fft (4T) 'n1-"7? FA NIU IsH33 KTAIIWR vnm& rL 2221H IWW6 a NODOW /q 47*Hf SEE FL�OR FOR T SIZE (U 5 CONT. (2) SRIPSON 7522 (24301-b. Tax UPLIFT) or GOER (2) WMI ES RT22112 OWOLb. max UPLIFT) or PROVIDE OPEN (2) SEMCO ADS-2 (3412Lb. max UPLIFT) HEAD A. AT 4V OP- FOR WEEPS -SLOPfYa 2x4 POST SEE GRADE AWAY DOUBLET PLAN FOR QUANTITY HOUSE PLATE WHIN., _ II 4 WIS CONY. A9 I REBA SHOWN R RETAINING WA AT PATIO NOT& BRACE SIDE CF WIALL ADECILATELY PLO NG COrPACTION FOR PAW SLAB LEAVE BRACES N PLACE FOR T DAYS AFTER PATIO SLAB 96 POURED DETAIL for (2rsG SUBSTITUTION 0 for (IAI o GIRDER CONNECTION we • r-o Q J_ F---• W Q LLI 0 W ` Z z W 2-'w U<of TTTTT�� 1 5li 00 (V r J I1J r`•uy1 C� nuhlAlllc rr r•.•rr. 41161(/!6 pY ti en y.. d� ee4^ dn, br*— Sh¢eC S2 Of • 3 VY CONC SLAB W)FOER`ESW OVER 6 MIL VAPOR B.AMa FR OVER TREATED WOOD POST COMPACTED FILL PER PLAN S 6 (SEE FLOOR PLAN) RSVE 2 •5 REBARS THICKENED SLAB AT K BEARING PORCH POST N4W.L SES C%SR 5•FELT OVER vw* OSB. —I DO P.T. OVER tO CDR OVER 2X6 3/S• fi'4t SldIN PULE SUBFASCUA ALUt DR'Y Y41.LM E ' VENTEDTED90FFU' V SEE R.R. PLAN DBL. DO FEADER FOR 4•-6• MAX FOR STRAPF'U.IG OPENING, ON 2XW WEAVER FOR Y-S• 3 VY CONC SLAB MAX OPENING UNO. RMBER"ES4 ON atom T CLEAN. COMPACTED PER FLOPOSOR PLAN FILL W/ MONOLITHIC URAPPED "TUCCO FW. W/ 2 •5 BARS SEE FLOOR PLAH FOR POST SIZE —GRADE SECTION ® COVERED PORCH eSCP U) J_ Q . I- W 0 2X4 BLOCK NG • 1,•oc. (TYP. LATWL 91J1i'ORT rYP. ROOF B (L� TRUSS C •TOP OF FRA►E WdLL TO TIWSSES) TRlIPE LAYOUT (2) Qd NAILS ROOF L.L 2) Qd NAILS (TYPJ O OnE UNLESS OW NOTED VJ• DRT'W4LL - 2X TOP a ON FLOOR PLAN FLOOR JPLATE C W/ 'O' 92. O/G I V)• DRYWALL R-U BAIT INSULATION Q STUCCO 2- STRAP TES OMISH T/S• STUCCO OVER METAL LAIN \ RMW (L (ALTERNATE R9 CEDAR RNISW) (ONE EACH SIDE) OVER 5• FELT OVER OSa • TOP OF FRAM WALL V 2X STUDS W OnC IL O D POSt PER FLOOR PLAN 2X WIT. RATE W/ V)'XS• AD. 32. O/C 1^y 9 AND 14 9Y OK SEE 0.�R WW �OR POiC11 CON- SLAB 1 FOR POST SIZE EPP ELEVATION O REAR PORCH POST MONOLITHIC DETAILS SIMILAR ENGI iCi NG 8BRTACING AT NON —LOAD BRG. EXERIOR WALL DETAIL N W owl rb •ate••% detUpled by, d do 17• dm dedon drefod K dun. dab: OIZZ0I sommosomm�1111� Sheet Y 13 SIP Of: T4 SANFORO GUILDINC CaFIT. THESE PLANS ARE R[V::`:!:So ..;.;a CONOITIONAMY ACCEPTED FOR PERMIT. A i. ; Rid; ; i:, �UcO SMALL BeCONSTRUED Tp OF q I IC TO "ROCFFO WWN THE WORK AND NOY ,>;- ; , �: CANCEL, ALTER, OR ;;�; :. •.' iOC N% '••t F THE PROVISIONS OF ~ "O` Ar'� OF THE TI IE TEC' :r' •^:.�L CCC*' • r;,:NP SHALL ISSUANCE OF A P[;jM!7 �•I: �" .:. DEPT FROM THERE;:-: - • • `- E'''ILOING TON OF ERRORS O., :;ORREC- OR OTHER VIOLATIOkS " ' •TRUCTION Or I nt' _c:,c"S PERMIT OFFICE COPY t a