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Home My WebLink About1901 Palmetto Ave 11-552; ADDITIONPERMIT ADDRESS I "IDA 'A' n . SUBDIVISION CONTRACTOR PERMIT # DATE J hot PERMIT DESCRIPTION ADDRESS PERMIT VALUATION PHONE NUMBER SQUARE FOOTAGE _. PROPERTY OWNER ADDRESS 9 o A PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER IEE MISCELLANEOUS CONTRACTOR. ' 45s. k OCT y6 2004 09:12 FP MARY RABQUER 419 666 9754 TO 914074304061 P.'02r04 lOrida Building Cade Online page 1 of 3 ay Toledo, OH H 43.659 419)248-7060 Category: Roofing J .. 1 t Asphalt Shingles Evaluation Method: Certification Mark. or Listing. , Referenced Standards from the Florida Building Code: E t+1111 1505.1 ASTM E 108, 2003 Class A UL790) 1507.3.5 ASTM ,D 3462 2003 N Y If• ,r} {'Ij j/ I € /' ON) D/( Vb Modified to 110 mph) CLAD 1J11 rp i pWptl R+:K'...:.3.i fii'4.T'A- '.::-:"F.AR'md'. Search 1cabon y+.;v...-. '.WA` II8 Certification Agency: Uaderwriters laboratories Inc. Quality Assurance Entity; Validation Entity: Authorized Signature: Evdm ion/Test Reports. Uploaded: Installation Documents Uploaded: Product Approval Method: Darrel lUgp damLhiggs@owenscoming.com Method 9 Option A http://www.flaridabuildng:org/pr/pr detl.asp?IPTI 85&RV'=0&fm=POSreh 9/2R%MMd ay Toledo, OH H 43.659 419)248-7060 Category: Roofing Subcategory: Asphalt Shingles Evaluation Method: Certification Mark. or Listing. , Referenced Standards from the Florida Building Code: n S Year 1505.1 ASTM E 108, 2003 Class A UL790) 1507.3.5 ASTM ,D 3462 2003 1507.3.7 ASTM.D 3161" 2003 UL997) Modified to 110 mph) Certification Agency: Uaderwriters laboratories Inc. Quality Assurance Entity; Validation Entity: Authorized Signature: Evdm ion/Test Reports. Uploaded: Installation Documents Uploaded: Product Approval Method: Darrel lUgp damLhiggs@owenscoming.com Method 9 Option A http://www.flaridabuildng:org/pr/pr detl.asp?IPTI 85&RV'=0&fm=POSreh 9/2R%MMd OCT 26 2004 09t12 FR MARY RABOUER Fldrida Building Code Online Application Status: Date Validated. Page: 419 666 9754 TO 914074304061 Approved 09/15/2003 Pagel % 1 P.03/04 i Page 2 of 3 Product Model # or Name Model Description Limits of U®e Products Products must be install in ordance with Florida uilding Code Non High 5.1 tamiaate Hurricane.Zone All sections of the orida Building Cade that ly to all the counties Capt Dade and Broward r be followed. Products must be install in cordsnoe with Florida uilding Code Non High 5.2 Classic AR 3 -tab elocity Hurricane Zone s. All sections of the da Building Coda that Ply to an the counties cep; Dade and Broward t be followed Ptvducts mast be install in ccordance with Florida Code Non High 5.3 Oaklidge PRO 30 AR Laminate elocity Hurricane Zone U. All secthtions- of hy?a eme_• orida Budding Code that pply to all the counties cart Dade and Broward be .followed, Products want be install in ccordance with Florida wilding Code Non High 85.4 Oakridge PRO 40 AR Laminate eloci oneAHundcimeZ U sections ofthe lorida Building Code that ly to all the counties Capt Dade and Broward net be followed. Ptnducts must be install in ordance with Flmida uilclin8 Code Non High 5.5 dge PRO 50 AR Laminate elocity Hurricane Zone as. All sections of the Icuida Buikkag Code that ly to all the counties Capt Dade and Broward t be followed P[Oducts must be install in 5.6 Prominence AR 3 -tab cord=ft with Florida wilding Code Non High elocity Hurricane ZQu'C s. AM sections of the llup://www.flOridabUilftg.of.&r#_Odl.asp?I.PT=85&RV=-O&fin,ROS?eh 912RI2tM OC 26 2004 09:12 FR MARY RABQUER FloAda Building Code Online 419 666 9754 TO 9140?4304061 P.04!04 Page, 3 of 3 oride.Buildiug Codc that pply to all the comfits XcW Dade and Btoward. t be followed, Products must be inatail in rdance .with Florida wilding Code Non high. 7cloeity Hunicane ZonepmtAR3 -tab reas. All sections of the lorida Building Code,tbat; 1y to all the couuties cept Dade and Broward t be followed Products must be install`in' ccordagce with Florida wilding Codo Non High eatherGuard HPelocity hurricane ZoneLaminateas. All secdone'of the ionda Building Code that ly tb All the counties xcept Dade ad Broward t be followed. I DljGlaiLn L; C2= The SWI9 Of Flarlds. All dahts rammed. h4;//www.-noridabuiWing: Or&/Pldedpsp?IPT=t85&cRV=O&fm=ROSrch 9/IR1')nnd TOTAL PAGE.04 ** i a a r Ykroanford Florida t f . Building Division r P. O. Box 1788 ® 32772-1788 407)330-5656 a (407)328-3859: fax April 26, 2006 Karen & William Christensen PO Box 193 Sanford,, FL 32772 RE: Variance request for additions and pergola carport to a single family residence At 1901 Palmetto Avenue Tax Parcel Number: 36-19-30-511-OJ00-00l A Dear Mr. William'Christensen: On April p ed approval and approval was grantedon2April 0026, 2006 by the Administrative Official for he proposed. additions to the single family residence. The request was as submitted based on the documents, on file with this office indicating the side_ yard setback on the south; side of the residence 'to be 4 feet and the side yard a setback on the north side to be 8 feet. Application of the setbacks shall apply to the proposed additions to the existing single family residence on file with this office. All proposed construction shall be permitted and inspected'by the Building Division. Should the property be redeveloped or new construction be considered on the property in the future, then all' applicable area and dimensional requirements (i.e, setbacks), shall apply. Be on notice that appeals of the -above decision may be made to the City Commission by any.person aggrieved or by any officer, board or agency of the. City, including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant, shall be required to withhold all action on the property until the 31St day past the date noted above. If you have any questions please call this office. Sincerely; n Jo -Ann M. Johnson Administrative Secretary i cc: file Mary Valente it, i`:appjov d i KAREN S. & WILLIAM R. CHRISTENSEN ' Legal Description THE SOUTH 38 FEET of LOTS 1 and 2, BLOCK J, N.H. GARNERSS ADDITION TO MARKHAM PARK HEIGHTS,` according to the Plat thereof as recorded in Map Book 1, Page 81, of the Public Records of Seminole County, Florida. m0' W 118.00' Ez; Z -1 N N -{ NI i 0' 5iZ I SCALE: 1=30' z;0 N I W Z I W N" 6 SURVEY NOTES: 1) The street address of the above-described property is 1901 S. PALMETTO AVENUE. 2) The above-described property lies in a Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey .meets the minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT TO: KIrfNER SURVEYING, INC, KAREN S.&WILLIAMR.CHRISTENSEN R. BL A,I R fK I' NER - P . L . S . NO . 3382 LEHMAN BROTHERS BANK, F.S.B., ISAOA s COMMONWEALTH LAND TITLE INSURANCEPostOfficeBox823, Sanford, Fl. 32772-0823 COMPANY 407) 322-2000 m, STENSTROM-MCINIvon LAW FIRM PROJECT N0: QCT -'sjga SURVEY DATE: 1$ MAY 2005 25.00' _ NORTH LINE OF THE SOUTH 38.00' LOT 2SOUTH38.00' LOT 1 I z. z 2 Z0 Z yl C-) Zi LNCOF WZ 9o, 59.00' rr s 1 184:0' 6' W000 m 66 . 23.35 W 59.0 0 v Ui1LITY O o 1 STORY Y n. SLK/STUCCO II 0 Z , 1f 41.4' m0' W 118.00' Ez; Z -1 N N -{ NI i 0' 5iZ I SCALE: 1=30' z;0 N I W Z I W N" 6 SURVEY NOTES: 1) The street address of the above-described property is 1901 S. PALMETTO AVENUE. 2) The above-described property lies in a Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey .meets the minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT TO: KIrfNER SURVEYING, INC, KAREN S.&WILLIAMR.CHRISTENSEN R. BL A,I R fK I' NER - P . L . S . NO . 3382 LEHMAN BROTHERS BANK, F.S.B., ISAOA s COMMONWEALTH LAND TITLE INSURANCEPostOfficeBox823, Sanford, Fl. 32772-0823 COMPANY 407) 322-2000 m, STENSTROM-MCINIvon LAW FIRM PROJECT N0: QCT -'sjga SURVEY DATE: 1$ MAY 2005 NORTH LINE OF THE SOUTH 38.00' LOT 2 I I 2 o Z0 U LNCOF 184:0' 6' W000 m W 59.0 v Ui1LITY II vN ROOM A v o0X m 00 m 4Uv Z CARPORT 2 O y O r TJI m I m0' W 118.00' Ez; Z -1 N N -{ NI i 0' 5iZ I SCALE: 1=30' z;0 N I W Z I W N" 6 SURVEY NOTES: 1) The street address of the above-described property is 1901 S. PALMETTO AVENUE. 2) The above-described property lies in a Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey .meets the minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT TO: KIrfNER SURVEYING, INC, KAREN S.&WILLIAMR.CHRISTENSEN R. BL A,I R fK I' NER - P . L . S . NO . 3382 LEHMAN BROTHERS BANK, F.S.B., ISAOA s COMMONWEALTH LAND TITLE INSURANCEPostOfficeBox823, Sanford, Fl. 32772-0823 COMPANY 407) 322-2000 m, STENSTROM-MCINIvon LAW FIRM PROJECT N0: QCT -'sjga SURVEY DATE: 1$ MAY 2005 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Buffelen Woodworking Co. 1910 Taylor Way Tacoma, WA, WA 98401 253) 627-1191 Ext 265 RPlypick @ B uffelen.com Ron Plypick RPlypick@Buffelen.com Ron Plypick 1910 Taylor Way Tacoma, WA 98401 RPlypick@Buffeleri.com ERIK YODER 1901 TAYLOR WAY TACOMA, WA 98421 RPLYPICK@BUFFELEN.COM Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Arc Professional Engineer Evaluation Report - Hardcopy Received Eric S Nielsen PE -41323 National Accreditation & Management Institute, 12/31/2011 Rene J.Quiroga, PE Validation Checklist -Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL10847_RO_COI_eval report.0 Standard AAMA/NWDA101/I.S.2-97 astm e330-02 Method 1 Option D 08/28/2008 10/01/2008 10/27/2008 12/10/2008 FL # Model, Number or Name Description 10847.1 j 1501 L -------------------------------._......------------------------------ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 1501 O/S Wood glazed single door full lite HDG-R not for use in HVHZ refer to page 1 of 4 for design pressures Stile and Rail French Doors Installation Installation Instructions FL10847-ROI I_Buf0010.Ldf Verified By: Eric S Nielsen 41323 Created by Independent Third Part Evaluation Reports FL10847_RO_AE_eval report.pdf Created by Independent Third Part 10847.2 11501 Stile and Rail French Doors Limits of. Use Installation Instructions Approved for use in HVHZ: No FL10847_R0_il_Buf0010.pdf Approved for use outside HVHZ: Yes Verified By: Eric S. Nielsen 41323 Impact Resistant: No Created by Independent Third Part, Design Pressure: N/A Evaluation Reports Other: 1501 O/S Wood Glazed single door full lite w/surface bolts. FL10847_RO_AE-evil report.pdf ASTME330 Not for use in HVHZ refer to page 1 of 4 for design pressures Created by Independent Third Part r..----------- ---- ............ ._........... ................. .._............... 10847.3 11501 Stile and Rail French Doors Limits of Use Installation Instructions Approved for use in HVHZ: No FI -1.0847_R0 II. B'uf001.0.pdf Approved for use outside HVHZ: Yes Verified By: Eric S Nielsen 41323 Impact Resistant: No Created by Independent Third Part Design Pressure: N/A Evaluation Reports Other: 1501 I/S wood glazed single door full lite ASTME330 Not for use FL10847_RO_AE_eval report.pdf in HVHZ refer to page 1 of 4 for design pressures Created by Independent Third Part, Limits of Use Installation Instructions Approved for use in HVHZ: No FL10847 RO_If_But0010.pdf i Approved for use outside HVHZ: Yes Verified By: Eric S Nielsen 41323 Impact Resistant: No Created by Independent Third Part, Design Pressure: N/A Evaluation Reports Other: 2130 O/S wood opaque w/raised panels ASTME330 Not for use FL10847_RO_AE_eval report.pdf in HVHZ refer to page 1 of 4 for design pressure JI Created by Independent Third Parr t--------------------------- 10847.17 ;2130 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: 2130 O/S wood opaque double door w/raised panels w/surface bolts ASTME330 Not for use in HVHZ refer to page 1 of 4 for design pressures Stile and Rail Panel Doors Installation Instructions FL 10847_R0_I1_B uf0010. pdf Verified By: Eric S Nielsen 41323 Created by Independent Third Part, Evaluation Reports FL10847 RO AE oval renort.Ddf Created by Independent Third Part, Back! Next; - Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer SE Product Approval Accepts: 0 0901 EH M w .t rf .'cit "i •. BUFFELEN WOODWORKING 1901 ANDd,.? 1 S GLAZED WOOD D4'OR 2130 OPAQUE DOOR INSTALI.ATIONANCHORAGE DEVILS GENERAL NOTES: UNIT TYPE AND DESIGN PRESSURE RATING 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED S. DOOR FRAME AND PANEL MATERIAL: WOOD TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBC), DESCRIPTION REQUIREMENTS, TESTING PROTOCOLS ASTM E330 AND 7. GLASS MEETS THE REQUIREMENTS OF ASTM El 300.04 GLASS AMMA / NWDA 101 / I.S. 2-97, AND AT THE DESIGN CHARTS. PRESSURES STATED HEREIN. 65.0 PSF -65.0 PSF 3068/3080 S. DESIGNATIONS 'X" AND'O" STAND FOR THE FOLLOWING: 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED X: OPERABLE PANEL UPON SIGNED AND SEALED TEST REPORTS CTLA 1181W-1, O: FIXED PANEL 0 CTLA 1181W-5, 0 CTLA 1811 W-8, OCTLA 11 B 1 W 1-2, 0 CTLA 1181 W1-3 AND OCTLA 1811 W4R, AND ASSOCIATED 9. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS LABORATORY STAMPED DRAWINGS. THE PRODUCT HAS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN BEEN EVALUATED FOR CONFORMANCE TO THE HEREIN. WIND LOAD DURATION FACTOR (Cd = 1.6) HAS BEEN STANDARDS LISTED IN THE 2007 FLORIDA BUILDING CODE USED FOR MOD ANCHOR DESIGN. FBC) AND IS IN COMPLIANCE WITH SAID STANDARDS, ITRUE DIVIDED LITE DOUBLE DOOR OUTSWING W BOLTS 1518 10, DOUBLE DOORS HARDWARE TESTED: 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / ONE (1) SCHLAGE DEADBOLT (PSI5-089) MASONRY AND ZX FRAMING AS A MAIN WIND FORCE - ONE (1) SCHLAGE KEYED LOCK (P515-029) RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ONE (1) ENDURA ALUMINUM ZASTRAGAL Wt FLUSH BOLT TRANSFERRING APPLIED PRODUCT LOADS TO THE TWO (2) IVES (454) SURFACE MOUNTED LATCH BOLTS FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR EIGHT (8) 4- BUTT HINGES ARCHITECT OF RECORD FOR THE PROJECT. 65.0 PSF -35.0 PSF 6065/6080 SINGLE DOOR S HARDWARE TESTED: 4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ONE (1) KWIKSET DEADBOLT ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ONE (1) SCHLAGE KEYED LOCK (PSI 5-029) STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE TWO (2) NES (454) SURFACE MOUNTED LATCH BOLTS RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF FOUR (4) 4" BUTT HINGES RECORD FOR THE PROJECT. 45.0 PSF -50.0 PSF 5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE FULL LITE DOUBLE DOOR OUTSWING W BOLTS GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 50.0 PSF -55.0 PSF A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION 1501 TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN 1 68 120 0 FULL LITE DOUBLE DOOR INSWING W BOLTS - SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE 45.0 PSF -45.0 PSF WITH THIS DOCUMENT. 1501 INSTALLATION NOTES 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.. - 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. ANCHORS ARE TO MATCH TYPE, SIZE, AND EMBEDMENT OF THOSE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. - 4. FOR INSTALLATION INTO WOOD FRAMING, USE 012 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH MINIMUM EMBEDMENT. 5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY, USE 1/4 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT. 6. ALTERNATE CONCRETE/ MASONRY / WOOD INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING). 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. UNIT TYPE AND DESIGN PRESSURE RATING SHEET REV. SHEET DESCRIPTION DOOR SIZE DESCRIPTION SERVES POSITIVEORNEGATIVE DE810N DESIGN 3068/3080 FULL UTE DOOR OUTSWING W BOLTS 1501 65.0 PSF -65.0 PSF 3068/3080 FULL LITE DOOR-OUTSWING W OUT BOLTS 1501 55.0 PSF -35.0 PSF 3068/3080 FULL UTE DOOR INSWING W BOLTS 1501 65.0 PSF -65.0 PSF 3066/3080 FULL LITE DOOR INSWING W OUT BOLTS 1501 35.0 PSF -55.0 PSF 6068/6080 TRUE DIVIDED LITE DOUBLE DOOR OUTSWING W OUT BOLTS 1518 45.0 PSF -35.0 PSF 6068/6080 ITRUE DIVIDED LITE DOUBLE DOOR OUTSWING W BOLTS 1518 55.0 PSF -50.0 PSF 6068/6080 TRUE DIVIDED LITE DOUBLE DOOR INSWING INOUT BOLTS 1518 35.0 PSF -40.0 PSF 5068/6050 TRUE DIVIDED LITE DOUBLE DOOR INSWING W1 BOLTS 1518 40.0 PSF -40.0 PSF 6068/6080 PANEL DOUBLE DOOR OUTSWING W OUT BOLTS 2130 65.0 PSF -35.0 PSF 6065/6080 PANEL DOUBLE DOOR OUTSWING W1 BOLTS 2130 65.0 PSF -65.0 PSF 6068/6080 PANEL DOUBLE DOOR INSWING W OUT BOLTS 2130 35.0 PSF -40.0 PSF 6068/6080 PANEL DOUBLE DOOR INSWING W BOLTS 2130 45.0 PSF -50.0 PSF 12068/1208 FULL LITE DOUBLE DOOR OUTSWING W BOLTS 1501 50.0 PSF -55.0 PSF 12068/12080 FULL LITE DOUBLE DOOR OUTSWING W OUT BOLTS 1501 50.0 PSF -25.0 PSF 1 68 120 0 FULL LITE DOUBLE DOOR INSWING W BOLTS - 1501 45.0 PSF -45.0 PSF 1 068 1 080 FULL UTE DOUBLE DOOR INSWING W OUT BOLTS 1 1501 35.0 PSF -35.0 PSF 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 A GENERAL NOTES, INSTALLATION NOTES 8 D.P. CHART 2 - ELEVATIONS 3 - ANCHOR LAYOUTS 4 - VERTICAL 8 HORIZONTAL SECTIONS ItOO0 W a ON o a NZ CEO OO xIo< W EL Q Q U. f U gJsm <„ L ew O Z Z L WN ILW F K0 H Q e LL o m O 17 01 J B, c ci OPP. c X u uxrmow, ero At A2 SINGLE WOOD DOOR DOUBLE WOOD DOOR ELEVATION FROM EXTERIOR ELEVATION FROM EXTERIOR SINGL WOOD DOOR W/SIDEUTE ELEVATION FROM EXTERIOR SINGLE WOOD DOOR W/SIDEUTE ELEVATION FROM EXTERIOR SINGLE WOOD DOOR W/SIDEUTES ELEVATION FROM EXTERIOR DOUBLE WOOD DOOR W/SJD IT ELEVATION FROM EXTERIOR DOUBLE WOOD DOOR W/SIDELRE - DOUBLE WOOD DOOR W/SIDELITES ELEVATION FROM EXTERIOR. -- ELEVATION FROM EXTERIOR O. 0O uj ma 0 3 N c Z SSU' 0 Vj ON pZ OP y E.. m Q J.O. WW dLU, • LL O W com N i O oQiZZ W r W N 6 E Q a W MAY..PFROM— CORNERS(TYP.) T- 21.00' MAX. O.C.(TYP_) I r MAX. FROM CENTERLINE (TYP.) 3' MAX. FROM a uw ..ROM CENTERLINE (TYP.) TYP.) e' CORNNERSERS ( jTYP.) T-- 21.00' MAX. O.G.(TYP.) LATION R(TYP. ) I S.W MUC 1 O.C. "P.) ANCHOR LAYOUT SINGLE WOOD DOOR ELEVATION FROM EXTERIOR W MAX. FROM CENTERLINE (TYP.) 3' MAX. FROM CENTERLINE (TYP.) R CORRNENERSS PYP.) CORNERS e' MAX.PFROM _T S' MAX PFI ORNERS CYP.) - COR NERS(T 21.00' MA 21.01 O.C.(TYP.) O.C. INSTALLATION X X ANCHOR(TYP.) 1 — r MAkPFROM CORNERS (TYP.) ANCHOR LAYOUT SINGLE WOOD DOOR W/SIDELITES ELEVATION FROM EXTERIOR W MAX. FROM CENTERLINE (TYP.) 3' MAX. FROM CENTERLINE (TYP.) INSTALLATION ANCHOR(TYP.) J i__, S'MAX.PFROM CORNERS (TYP.) ANCHOR LAYOUT ANCHOR LAYOUT DOUBLE WOOD DOOR DOUBLE WOOD DOOR W/SIDELITES ELEVATION FROM EXTERIOR ELEVATION FROM EXTERIOR I INSTALLATION ANCHOR(TYP.) K 9 o VLu F 8 O m n Qo_ ER vi p z 0=) 03RP00rZO — Z lox! o = T o m o OL) UA f'a o Q L0 N W U yW e i a 1 1/2• M-14, 1 1/2• MIN. I/B" MIN. EMBEDMENT MIN. EMBEDMENT I/B" - SHIM SPACE SHIM SPACE SHIM AS REO'DB12 INSTALLATION 1W0 BY FRAMING ANCHOR SCREW' (TYP.) SHIN AS REO'D. #12 INSTALLATION 13Y OTHERS WOOD DOOR FRAME ANCHOR SCREW (TYP.) SHEATHING SIDEUTE SASH TWO BY FRAMING WOOU DOOR FRAME TWO BY FRAMING BY OTHERS BY OTHERS BY OTHERS WOOD DOOR 12 INSTALLATION EXTERIOR FINISH ANCHOR SCREW (TV.) SHEATHING SHEATHING 8Y OTHERS 1 1/2' MIN. BY OTHERS BY OTHERS EMBEDMENT EXTERIOR DL SHIM AS REG D. - 0 PERIMETER CAULK BY OTHERS EXTERIOR FlNISH EXTERIORBYOTHERSGLAZING (TYP. 17 i 8 ' 0 TWO BY FRAMING SI EL TE SEE N0"') PERIMETER CAULK Q co 1/e• Mln. CT1ON COL PERIMETER CAULK SHEATHING BY OTHERS 81' OTHERS EXTERIOR FINISH ou) BY OTHERS SHIM SPACE BY OTHERS I DOOR BY OTHERS b SIDEUTE FRAME /12 INSTALLATION SECTION Cl EXTERIOR FINISH . ANCHOR SCREW (TYP.) U SIDEUTE SASH BY OTHERS III 1 1/2• MIN. Z DEI yj EMBmMENT O 00Q SHIM AS REO'D. 0 0Z S3 yS EXTERIOR - EXTERIOR o 2 ON to pgg FULL LT SHOWN. z p 3 Q0 i/8• MIN. 6 PANEL k 18 LITE _ SIDELIGHT PERIMETER CAULK SHIM SPACE TRUE DMDED LITE W SECTION B BY DrHBRs oPnaNAL. LL a 0 WOOD DOOR FRAME WOOD DOOR 8 WOOD DOOR—'/ FULL UTE SHOWN. 8 UTE h ZZ TRUE DIVIDED UTE Q OPTIONAL EXTERIOR DOOR * EXTERIOR TSECTION 81 INSWING EXTERIOR THRESHOLD \ 7 1/4' MIN, SIDEUTE SASH SET IN CA HOLD EMBEDMENT ?g FULL LTE SHOWN. R CONCRETE ry N U F: 6 PANEL k 18 UTE TRUE. DIVIDED LITE A rSIDEUTE OPnoN4L. CONCRETE.OR D FRAME MASOM1'RY. J SIDEUTE / - WOOD DDDR OPENING INSTALLATION BY OTHERS ANCHOR 1/4' SET IN - .DIA. (TW TAPCON Vi CONCRETECAULKOR -1 1'/4' MIN. ' NST ON INSWING DOCK EMBEDMENT ANCHOR 1/4' w w i OUTSWING DIA. ITW TAPCON SECTION AZ a ¢ 6 IS/ LDd SETTHRESHOOLK g l g d R OR CONCFETE_ 1 MIN. I i EMBEDMENT INSTALLATION _ CONCRETE OR d CONCRETE OR I IT ANCHOR 1/4 MASONRY OPENING MASONRY OPENING SECTION A DIA. ITW, TAPCON BY OTHERS IL BY OTHERS OUTSWING DOOR I A SECTION Al r , Print Quote i rIN kllord savInq-Lim He The Depot Store # 0264 i 46! D W LAKE MA',RY SLVD L kKE MARY, FL 32746 CUSTOMER: CHRISTENSEN, BILL AND KAREN 1901 SO PALMETTO AVE. SANFORD, FL 32771 4075495277 SALE 9 ASSOCIATIc: ANDREW Thank you for shopping The Home Depot! We value your bu ;iness! ITEM FRAME SIZE LOCATION IRODUCT CC DE DESCRIPTION 0001 addition MANU `ACTURER:J11D-WEN Wood Windows Patic Doors -- Product Dimensions: \ Book C ode: BCA3617 T' Rough Opening: 3'0 3/4" x V5 3/4" a Exteric - Finish: Alum! lum Clad Exterior with Frame: 3'0" x 1' 5" AuraLz st Wood. Produc t: Awning Windows V - Produc ! Line: Traditioi - Builders Series Produc; Connguratior: Single Unit Handin g: V (As Viewe d From The Outside) V = Hir gas on Top Exterio Calor. Chestnut Bronze j Exterio - Trim: Integral Nailing Fin Interior Finish: Natural Jamb C epth: 4 9/16" Glass ype: Low -E 2;'2 with Argon High A':itude Glass: None Screen Type: BetterVie Mesh Screen(s) Screen Frame Color: >estnut Bronze Hardwi re Type: Foldi ig Handle Hardwi re Color: Chei;tnut Bronze Lockinc System: Con(;.- d Lock(s) With th : Awning less: han 40" wide the gear operate r will be on thE vertical right hand side viewed from the interior. Erase P ice: BCA3617 QUOTE 0: be / c %?-9, 1 http://veridorapps.homedepot.com/usp.!PrintQ aote.jspx Page 1 of 1 DATE: 10119/2010 UNIT TOTAL PRICE QTY PRICE 158.07 158.07 PRETAX TOTAL d 158.07 158.07 10/19/2010 Florida Building Code Online Page 1 of 1 x Y 1. , • SRI! I 1 SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications f FBC 'Staff I BCIS Site Map I Links I search ez Product Approval L„ MISER: Public User Product Approval Menu > Product or Application Search > Appikation List Search Criteria FL# Type Refine Search Code Version 2007 FL# 10929.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Type Manufacturer Validated By Status FL10929- " Revision ELD-WEN Window and Door Manufacturers - Approved R2 FL#: FL10929.1 Association History Model: Builders Collection Aluminum Clad 312) 673-4828 Wood Awning Description: 130-H-619.05 Category: Windows Subcategory: Awning Approved by DCA. Approvals by DCA shall be reviewed, and ratified by the POC and/or the Commission if necessary. - Department of Community Affairs Florida Building Code Online . Codas and Standards 2555 Shumard Oak. Boulevard _ Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement i copyright Statemen[ I Accessibility Statement I Pluo-in Software I Customer Service Survey I Contact Us Product Approval Accepts: rRIcs- V-151ys . SCCUrIt 'fit h Trusted rsaryt r Q. c MAL} rMxaomm r oc. M tleMu MM E rODOM Ni6'IN Or Mux.) I TYPICAL ELEVATION WITH FASTENER SPACING xP ar Mk.Y oMRmMMart C— eit• MAX aM, via FRAME SECTION (TYP) VERTICAL SECTION I' lMAX alar »AC[ 11 60L DAZOMM O-- r"t• .. MMe wq Installed Fastener Schedule: All windows: Install corrosion resistant #8 fasteners no more than 2" from each comor and 8" o.c. through the nail fins on all sides of the Window. Fasteners must be long enough to penetrate at least V into framing members. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure and up to the size limitations noted. It is not Intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the Instructions packaged with the window or go to www.jeld-wen.comlresouressfinstailation. DISCLAIMER: This drawing and Its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. NAIL FIN INSTALLATION SJW2009-108) OPERATING AWNING WINDOW Max Frame t DPIMPACT 48 x 32 +/-35 NO General Notes: 1. The product shown herein Is designed and manufactured to comply with the current edition of the Florida building code. 2. Buck, framing and masonry by others and is responsibility of architect or engineer of record. 1. Hawkins DRAWN BY: 1. Hawkins CHEOCED BY: APPROVED BY: PART/PROJECT No.: DATE: 3250 Lakeport Blvd 07/08/2009 SCALE: JMWWENKlamath Falls, OR. 97601 NTS I Phone: (541) 882-3451 Builder Clad Awning Window Nail Fin Installation (48" x 32") CAD DWG. No.: REV:SHEET 1 of 1. BLDRCLAwninginstall t• M" SKIM VAC[ Z•xt' or maaony—\ tBEOMEMT• MIN. QI FRAME JAMB SECTION (TYP) HORIZONTAL SECTION nem 0.0 Mr.r MON n.w a W d op. &* OPERATING AWNING WINDOW Max Frame t DPIMPACT 48 x 32 +/-35 NO General Notes: 1. The product shown herein Is designed and manufactured to comply with the current edition of the Florida building code. 2. Buck, framing and masonry by others and is responsibility of architect or engineer of record. 1. Hawkins DRAWN BY: 1. Hawkins CHEOCED BY: APPROVED BY: PART/PROJECT No.: DATE: 3250 Lakeport Blvd 07/08/2009 SCALE: JMWWENKlamath Falls, OR. 97601 NTS I Phone: (541) 882-3451 Builder Clad Awning Window Nail Fin Installation (48" x 32") CAD DWG. No.: REV:SHEET 1 of 1. BLDRCLAwninginstall Builders Firstsource 11501 Ryland Court Orlando, FL 32824 Yroject intormatlon: Builder: Mary Valente Model: Addition Builders FirstSource Job #: Lot: 1901 Palmetto Ave Subdivision: Sanford County: Seminole Building Code: FBC2007/TPI2002 Computer Program Used: MiTek 7.1.1 Truss Design Information: Gravity Loads Wind Roof: 37 psf Total Wind Standard: ASCE 7-05 Floor: 55 psf Total Wind Speed: 120 mph Mean Roof Ht: 25 ft Exposure: B Note: Refer to individual truss design drawings for special loading conditions, design criteria, truss geometry, lumber, and plate information. Design Professional Information: Design Professional Of Record: License Delegated Truss Engineer: Robert W. Wall 24710 SR54 Lutz, Florida 33559 License # : 46021 This truss specification package consists of this index sheet and 1 truss design drawings. This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for listed truss design drawings. The suitability and use of each truss component for any particular building is the responsibility of the building designer per H1 Truss I Truss Drawing Seal I I Truss I Truss Drawing Seal I I Truss I Truss Drawing Seal Label # I Date # Label # I Date # Label # I Date Page 1 of 1 Builders FirstSource, Inc. 2002 PALMETTO ITO7 k SCISSORS 4x6 = 4 oty Ply 3 1 001 Job Reference 7.110 s Dec 8 3A = caul is 34 c S.I. LOADING (psf) SPACING 2-0-0 CSI DER in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.27 9-10 >926 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) 0.44 8-9 >556 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.28 6 n/a n/a BCDL 10.0 Code FBC2007/rP12002 Matrix) Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=840/0-1-8 (input: 03-8), 6=84010-1-8 (input: 0-3-8) Max Horz 2=-84(LC 8) Max Uplift2=-281(LC 7), 6=-281(LC 8) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2696/1539,3-4=-1931/1087,4-5=-1931/1087,5-6=-2696/1559 BOT CHORD 2-10---1321/2475,9-10=-1323/24T7,8-9=-135212477,6-8=-1351/2475 WEBS 4-9=60&120Z 3-9=-730/564, 5-9=730/562 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat II; Exp B; enclosed; MWFRS (low-rise) and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0'wide will fit between the bottom chord and any other members. . 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 Ib uplift at joint 2 and 281 Ib uplift at joint 6. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Robert W. Wall, PE 46021 24710 State Road 54 Lutz, Fl 33559 I QQ •'yt£-NSF:. <<'i b STATE Of 10/27/2010 Builders FirstSource 11501 Ryland Court Orlando, FL 32824 Project Information: Builder: Mary Valente Model: Addition Builders FirstSource Job #: Lot: 1901 Palmetto Ave Subdivision: Sanford County: Seminole Building Code: FBC2007(TP12002 Computer Program Used: MiTek 7.1.1 Truss Design Information: Gravity Loads Wind Roof: 37 psf Total Wind Standard: ASCE 7-05 Floor: 55 psf Total Wind Speed: 120 mph Mean Roof Ht: 25 ft Exposure: B Note: Refer to individual truss design drawings for special loading conditions, design criteria, truss geometry, lumber, and plate information. Design Professional Information: Design Professional Of Record: License # Deleeated Truss Eneineer: Robert W. Wall 24710 SR54 Lutz, Florida 33559 License # : 46021 This truss specification package consists of this index sheet and 1 truss design drawings. This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for listed truss design drawings. The suitability and use of each truss component for any particular building is the responsibility of the building designer per TPI. Truss I Truss Drawing I Seal Truss I Truss Drawing I Seal I Truss Truss I Drawing Seal Label # Date I I # Label # Date # Label # I Date 1 1 T01 1 001 1 10/26/2010 1 1 1 1 1 1 1 1 Page 1 of 1 ©Builders FirstSource, Inc. 2002 7L Job Truss Truss Type Qty Ply it 1901 PALMETTO T01 SCISSORS 3 1 001 Job Reference (optional) Builders FirstSource, Sanford, Florida 7.110 s Dec 8 2008 MiTek Industries, Inc. Tue sa- z 4,6 = 4 3w = -I .. 94 x t 26 16:20:42 2010 Page 1 Scale: 1/4'-1 LOADING (psf) SPACING 2-0-0 CSI DEFT. in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.27 9-10 >926 240 MT20 244/190 TCDL 7.0 Lumber Increase 125 BC 0.59 Vert(TL) -0.44 8-9 >556 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) -0.28 6 rVa n/a BCDL 10.0 Cade FBC20071FP12002 (Matrix) Weight: 89 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-45 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=840/0-1-8 (input: 0-3-8), 6=840/0-1-8 (input: 0-3-8) Max Horz 2=-84(LC 8) Max Uplift2=-281(LC 1),'6=-281ILL, 8) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2696/1539,3-4=-1931/1087,4-5=-1931/1087,5-6=-2696/1559 BOT CHORD 2-10---1321/2475,9-10=-1323/2477,8-9=-135212477,6-8=-1351/2475 WEBS 4-9=608/1202,3-9---730/564,5-9=730/562 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=3.Opsf; h=25tt; Cat. ll; Exp B; enclosed; MWFRS (low-rise) and C -C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 Ib uplift at joint 2 and 281 lb uplift at joint 6. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard f Robert W. Wall, PE 46021 24710 State Road 54 Lutz, F133559 r ;• STATE OF Q' iPY10NAL E.N, 10/27/2010 Builders FirstSource 11501 Ryland Court Orlando, FL 32824 Project Information: Builder: Mary Valente Model: Addition Builders FirstSource Job #: Lot: 1901 Palmetto Ave Subdivision: Sanford County: Seminole Building Code: FBC2007(TP12002 Computer Program Used: MiTek 7.1.1 Truss Design Information: Gravity Loads Roof: 37 psf Total Floor: 55 psf Total Note: Refer to individual truss design drawings for special loading conditions, design criteria, truss geometry, lumber, and plate information. Design Professional Information: Design Professional Of Record: This truss specification package consists of this index sheet and 1 truss design drawings. This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for listed truss design drawings. The suitability and use of each truss component for any particular building is the responsibility of the building designer per Truss . Truss Drawing Seal I I Truss I Truss Drawing Label # I Date # Label # Wind Wind Standard: ASCE 7-05 Wind Speed: 120 mph Mean Roof Ht: 25 ft Exposure: B License # : License # : 46021 Seal I I Truss I Truss Drawing Seal Date # Label # I Date Page 1 of 1 ©Builders FirstSource, Inc. 2002 1901 PALMETTO01IT01SCISSORS 13 I 1 I Job Reference (optional) Builders FirstSource, Sanford, Florida 7.110 s Dec 8 2008 MiTek Industries, Inc. Tue I iln se-iz s.o-so 741 zo-ao W, i -w I ssiz I - s+ I 4o-• I ssu I» - o IN 4Mi = 4 3* = -Ise 316 = Scale: LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.27 9-10 >926 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.44 8-9 >556 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) -0.28 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 Matrix) Weight: 89 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 2 X 4 SYP No.3 M Tek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2--M/0-1-8 (input: 0-3-8), 6=840/0-1-8 (input: 0-3-8) Max Horz 2=-84(LC 8) Max Uplift2=-281(LC 7), 6=-281(LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2696/1539,3-4=-1931/1087,4-5=-1931/1087,5-6=-2696/1559 BOT CHORD 2-10---1321/2475,0-10=-1323/2477,8-9=-1352124T7,6-8=-l351/2475 WEBS 4-9=608/1202, 3-9=-730/564, 5-9-730/562 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. Il; Exp B; enclosed; MWFRS (low-rise) and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf. on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building.designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 Ib uplift at joint 2 and 281 Ib uplift at joint 6. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Robert W. Wall, PE 46021 24710 State Road 54 Lutz, F133559 eZy T/"Gi ty STATE Of ANAL ;*. 10/27/2010 E hilTeclivr Mnri:tl ]. 2t1U'J l APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION' FORM 110013-0B Residential Component Prescriptive. Method G ALL CLIMATE Z014ES Gi niplianm,-. VMti b4ellmtl b 01 Ghapte! 11 n1 tilt: fk)wii, billi"Arip Cow., laesidenba( c: 5utrr.'. alii!:r 7 crC citif:: l rz',' , Budrkng Curfr, BuCdinc-, W?.v be dcnicnslralf;d by the use 01 Form 1 lfibfi im sulgue enL rnulliplEdzrrliy rcssidi:u s of ih.t r s!orfe. I.. lei. 1,; hPljllJ . addling ! t(1 EY.IL'!,n(i teSl(:L-rl'la! h; ilc vlgc, rtiva,rEtiml . tit el.'I illin r®.adelao Guifdu,g:;, nrvr heabol), coDf nit, anrf V:av-,t IfL'ahrlg:: ('6IL-ril:. In EY.1`.:1VIL7 t uilem0r., and slte added (xlnq)ouemm of nianulhi t Ired fenue:, and niamtlar ureG buildni ffs.7n of npfy, e. buddmfi ntusl a-leei 01 e;:ceud hill 01 the enervy elk;Ien:;y requireu!e:I oil ]able 1 i b -I and all al)plic i!A rrcandalory fegui(e;nenL suuunznzed in-lelfle 11b-2 of tiij5 torsi. If hu ldjup duet- unl (; ,ml)ly v;lt!I tin:, roellitio, it uir;.etiil f:ompltl ulid (x IMilliu" A e1 GiizpL t 11 o SubcleptEI t s -G of elle appbrhibie rod! PRO.IECI. NAME: _ -AA Y SSi BUILDFFI:._-- AND ADDRESq, PERmiTTIrN„ ri^1Fi.Li-__ __.. _ . OFFICE: A,ND FO OWNER: PERMtT ND-: - J I JURISDICTION NO.: %? : IO 101 `jCHIZI,7 7i5tN - - - - - -- 1.f9L'14 CanSlrf1L710!i If1a1110111g EoOrnOrls w1eCn niDarp(l:at(: arty 01 tali WIMiVirig iea9n(::: U11MI'll a011tJ1I)' f!S.Vfig ll!:S menus---: SY,)9I(11fS 0" elilern(1rIPCrL(:81 fool g1255, Q!aSS Elea:, in cr. Nss of it percent of condainned fioor afea. and eiectrlc resistance tical ;Ser: NrL-- tD Table 116-1 on pag; 2). 21ill in 211 111(, applicable spaces of the `ib Be. Installed"cu!un'ui on "Table 115-1 with We iniarnlation requested. All "in Be installed' values must he equal to ur more efli6enl than the required levels. Con plete pavr; I based on file "lo Fie Installed' column intonnairon. 4.Read "Milivaual Requirertlerlu lot All Facitages', Talile 11b-2 and died: earli boy iL irrdicaie your mitre u; comply with ail applicable items. 5.11e,0, sine wid date the "Nerared By" certituzUon stateriiva ai the brrsiifn of rave 1. Ite ov:uer or owners agent mus also sign and daw the Corm.. 1. New construction, addition, or existing building 2. Single-family detached or muttiple-family attached 3. It multiple -family -No. of units covered by this submission 4. Is this`a worst case? (yes/no) 5. Conditioned floor area (sq. tL) 6. Glass type and area: a. U -factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R -value) b. Wood. raisod (.R -value; c. Wood. common (R value) d. Concrete, raised (R -value) C. Concrete, coalition (R -value) 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation 8 -value) 2. Wood fi-ente (Insulation R -value) b. Adjacent: 1. Masonry (I isulaiion R -value) 2. Wood frame (Lcumltuion R -value) 10. Ceiling type, area and insulation: a. Underaltic (Insulation. R -value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location fest report required if duct in unconditioned space 12. Cooling system: VPCs: Central, room unit_ packag temtutal A.C., gas. none) 13. Heating system: Types: heat pump, CICC. strip, net gas. LP -Gas. gas it -p., roost or PTAC. none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: Mlpes: elec., nut. FIs, LP -gas. solar, heat reC., dr -d. licat pump, other, none) Piease Print CK 1. A it, r, , 1 2- Sit,4(,1Jc FA tLY 3. 4. lo 5. Z1l• 60. • 45 6b. 6c. 411 7. lS's 8a. R= 0 AL- 312.5 [in .ft. 8b. R= sc.11. 6c. R= Sr,. It. Bd. R= soft. 8e. R= sa.ft. 9a-1. R= sq.ft. 9a-2. R= L°> t6sq.11. 91-1. R= sq.ft. 96-2. R = sq.@. 10a. R = 30 se.ft. 211 •. R 10b. R= soft 11 a. R= 11b.Test report attached? Yes No jvA 12a. Type: & A I ;T IN 61 12b. 5EERIEER: 12c. Capacity: _ 13a. Type: r=Atzbr(NG 13b. HSPFICOPIAFUE: - 13c. Capaci,t y:., 14. Yes ` ) ISa.Type: ExIi:T114C 15b. EF: 1 Ilelebv cenlfy 110 14C plans and spec!t.callmis coveted t y tum rzlculznun alt m coTpbai)ce w11; j 11mew a? p:uls an; sP&M,cei:uns covered by til a a.lrV,Lt;.nn :nd,xzies the Not lift Me I lorndt Lneray Code ! L(mi{p Coit. WGICennSIRE11011 Is edmp!eted,llt:s buad.np wl;: ht inspected 101 cnmphance m accurdzmt w,"1!: Secbun 553.909.15.' P111:fARLU BY UAiL: /2-t-/ - EU1LDarE OF}ICU,L: - I hereby eeluiv that tles bmldinp Is nV r. mpharlce wall the I lands Enemy Code: - - UIMNLHAGLld7: DAILt GAIL: - 2007 FLORIDA BUILDING CODE -BUILDING 13-D.23 APPENDIX 13-0 fi TAtlLE IIa-1 MINIMUM NEQUIREMENIS (Sod Hold 1) All Clfahafe Zoller BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: U -Factor = 0.65 U•Factor= r (/ °S 1Vuluows(saaNuta2): SHOO =0.35 SHGG= N11On. ABA .1 uI CFA 16% I of CFA= Exfanue door tylia Woad or M[sulated Type: Walls – Exl. and Adj. (saa Nota 3): IC rated Will no panarfatioas (two altemauves tteownd). MultatovyHou sasT Emma R-13 R -Value = ( 3 hid" (sdo Note 3) rWwar I lmarior of wale R -a R -Value = Extartor of v, all: R-4 H -Value= Elacuic woismnca hoar (Sae Note 10) Not ullowed I Ceilings (saa Notes 3 3 41 R=30 R•Valuu = O Floo,s: v]il-I:Sda No wgoifumam N1112.AB'S— OVer uncaldn goad spaces (see Nota 3) R-13 R -Value = Nuttwatersystems (4maga typal H\ AC D Qt Consu icuoo.. Electric (saa Nora 5): 40 gal: EF =0.02 Gallutls = and installed if uccordanca With the era iru of Secmii Ni 1 f 0.AB. Ducts N aft" must he Insulated to a plinunum of 50 gal: EF=0.90 EF= XI'brif*G Gas find (aaa Nuts o):. AO gal: EF = [159 Gallops = Separate reach accassfula manual oraumnatic thertmostat for each system. 50 al: EF=0.58 EF= Al.* conditionplU sy ram sea Nota ---_— SEER=1' __ SEER= Haut pwnp SyJtaula' (saa Nota 8) SEER = 13.0 SEER = HSPF = 7.7 HSPF = Gas wuuws ^ AFUE = 713 AFUE = FOil wflwC66 _ AFUE = 76% AFUE = Prulramnlabia dlannostat Isaa Note 10) _ hlusl ha installed on all HVAC s siums. Insudled'.' Yes N Duciwurk: (saa Nota 0) Location: Uncoodiuunad spaca, R -e, TESTED Uncondidaled space Cunoitiauad spaca NA R -Value = C, Unvaorad aaw dssamofy par RaOd.4 with 06UUEiou of Ula four plane R-4.2 Test vapor[ N fpr Coodiiia,ad space R-Vakue = No fast report required) Air Haflular iucawki: Uncuudaialad a[tiu" ar yaraya Requires tali report Lueatiwc L X I Zr IPlla Candaionad space ur Test report: I. Unvaatod eau: assamu3• par R8US.4 with hhsuutial ar Ula rouf'la,la No duct test required N !} 1) Each colupunant present in the As-8ulft home must moat or exceed each of the applicable performance criteria in cider to comply Mgt this code using this method; 014- dr,vlsd Method A compliame must be used. wlnSuws and doors qualifyingint as Gt_ad fenasuation areas utast comply wilt built ilia maximum U -Factor and me maximum SHGG Solar Heal Gain Coefficient criteria and have a Maximum total windowarea equal to Or lass than 16% of Ula Conditioned flour area (CFA), Udlerwise Method A must he used for compliance. Exceptions: 1. Ad- unions of Eau square feat (56 nl,) of less Ilay have otaximunr glass to CFA of 50 pefeenL 2. Renovations with new windows under _> 2 feel OVertung whose lower edge does nut extend tuailar[hall 6 tudi train Ilia Overhang may )lave tinted gldzfng Or double-palte clear glazing. Replat a aunt skylights installed in renovations shall be doublepanod or single paned with a diifusaf: 3 H -Valvas are for insulatiun rodwrial onlyas applied in accordance With manufacuirers' installation instructions. For mass walls, ilia "millnui of wall" re uireotent R-6 nwst Ue flat axcapt if at least 50% of the R-4 insulatiun Value required fur ilia "exterior of wall" is installed exterior of, or integral to, the wall. i 4) Attic khae walls shall oa insulated to same level as ceifings and shall have a positive means of maintaining insulation In place. Such means may include rigid insulation Wmru or aH wrriar street nwaria)s adailaxely fastaned to ilia attic sides of knda wail fra ping materials. 5) For 011ie( electric sturaga volumes, minimum EF= 0.97 - (0.00132 ` volume). i td) Fur Omar natural gas storagd vulunles, minimum EF = 0.67 - (0.0019 ' vulunla), i 71 Fur all conventional units With capacities greater than 30,000 Btuihc For Snlall-Duct, High -Velocity units, Space Constrained units, and units with capacities less then 30,000 BCLUhr see Table 13-607AB.3.2A of ilia Florida Building Coda, Building, or Table N1107AB.3.2A of dna florida Building Code, Residallual 3) For all conventional units with capacities greater than 3U,UOU Btulhc For Small -Duct, High -Velocity units, Space Constrained units, and units with capacities less than 30.000 BEhr sod Table 13-60TAB.3.28 of the Florida Building Code. Building, or Table N1107.AB.328 of did Florida Building Coda, Residential. 9) All ducts and air hatWlars shelf be ifilour located in conditioned space or tested by a Class 1 BERS rator to be `substantially" leak trait. 'Substantially leak free" shelf mann distriuubuo system air laakagd to outdoors flu greater Bran 3 clot par 100 square feel of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across ma entire air distridution system, including the nlanufacturd(s air handler enclosure. Exception: New or roplacannent ducts installed Onto an existing airdisiributiun system as part Of all addltiull or renovxitill. Such ducts'shall either !)d insulated to R-6 or he lostelled in conditioned Space. - - 10) Tna pruhiditiun un electric rasistancd hoat altd Ulu raquirinlent for prWrammabla thermostats do not apply to additions, renovations, and new heating systems inswifed in axistillg tluili ifl]s. TABLE 116-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS_ _ ~^ SECTION REQUIREMENTS CHECK E%Scrfor.Ju Y1 to 5 Crocks Nl iO&AB.1.2 To Ua caulked, asketau, waalhar-stf od or ullalwisu saaMtd. _ Exlariur Wgldows H Dauis N11On. ABA .1 Max .3 cutis .tt. window d.ram:.5 chn/s .I. door amu. Sole tf To Plates N11 O6.AB.12.1 Sole plates and anetratials duou "h r later of extarilr walLs must be ssalad. T Racassad L ha, NT106.AB.1 2.4 IC rated Will no panarfatioas (two altemauves tteownd). MultatovyHou sasT NIlU8.A6.1.:.5 Airb4moronparunataru(iluorcavlyixtwaanfloors. Exp oust turfs wanted to unvndalonad spaca short have "ripais, except for cumtlustiori davicas with itliegrdl T axihaust ducn ork -- ----.--•- — Exhaust Farls N110o.A6.1.3 rWwar I Co,t4fly with alfiuiancy requifemants tit Tabla N1112.AB.3. Switch or clearly marked circuit bleaker alaetrie or cutoffHaatars r Nil 12.M.3 gas ) must ha rovufad. Exi amal or built -til heat hap required for vertical pipe risars. SpasS floated puou must lava covars (axcapt soktr haatad). Nmwnatlarcial pouf Must Ilave a pump tenar. bas ammnuly Pools S SpasI N1112.A&2.3.4 spa ti Pool healam muat have nllrianum Ulennak alic'hwlcy tit 7,3%. Heal pump Pool healars shat[ hava a mimmum COP of 4.0. Ho[ Water Pi >as N1112.AB'S— Insulation is rat uiied for hot wawrcliculatin s stents lulcluduh near racuva units). r Shuwar Haads N1 t 12.AB.2.$ Wutar flow must be rasuicleo to no more Ilan 2.5 (Idllon5 par mutate at 60 I?` H\ AC D Qt Consu icuoo.. All duos, ofwlgs, hnaclumhcul oqugrment and'planurn dlambers shall be macliailidally attached, sealed, insulated L] tflsWaloon 4 hrsmi wrru,t NI 110.96 and installed if uccordanca With the era iru of Secmii Ni 1 f 0.AB. Ducts N aft" must he Insulated to a plinunum of I R -o`. HVAC Connors N1107.AB.2 Separate reach accassfula manual oraumnatic thertmostat for each system. 13-D.24 2007 FLORIDA BUILDING CODE—BUILDING' r- wrightsoft@ Project Summary Entire House Job: 2010-118 Date: Dec 02, 2010 By: RWK rte- t`..s ,, z:.Prolectlnformaroni For: ChiTstensen 1901 Palmetto Ave, Sanford, FI Addition Only If,r 5..r`,, :;w.Desrgn rinforrnatronn#1n ..9 E sl Weather: Orlando Sanford AP, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary Structure 3471 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 3471 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Area ft Heatingg Cool2 g Volume ( ft') 17'413 1741 m 8 3 Air changes/hour 0.61 0.32 Equiv. AVF (cfm) 18 9 Heating Equipment Summary Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range Relative humidity M 50 Moisture difference 38 gr/Ib Sensible Cooling Equipment Load Sizing Structure 4123 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 4036 Btuh Latent Cooling Equipment Load Sizing Structure 638 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 638 Btuh Equipment total load 4674 Btuh Req. total capacity at 0.70 SHR 1 0.5 ton Cooling Equipment Summary Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 80 AFUE Efficiency 0 SEER Heating Input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 188 cfm Actual air flow 188 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Soldranitc values have been manually ovemdden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. J&- Right -Suite® Universal 7.1.25 RSU08116 2010 -Dec -02 11:46:43 ACC . CAProgram FileslWrightsoft WAC\2010-118.rup Calc = MJ8 Orientation = N Page 1 wrightsoft, Right -J@ Worksheet Entire House Job: 2010-118 Date: Dec 02, 2010 By: RWK 1 Room name 564 183 Entire House 5641 Addition Only 183 2 Exposed wall 0 0 42.3 ft 0 42.3 It 13 Internal gains: Occupants @ 230 3 Ceiling height 460 2 0 ft 1 460 8.0 It Appliances/other heaticool 4 Room dimensions 0 Subtotal (lines 6 to 13) 0 x 0 ft 4123 5 Room area 3471 4123 0 W Less external load 0 f12 0 Ty Construction 0 LI -value Or HTM Area (ft) 0 0 Load Area (ft) 0 Load Redistribution number 0 Btuh/ftl-*F) Btuh/ft) or perimeter (ft) 0 Btuh) 0 or perimeter (ft) Subtotal Btuh) 3471 4123 3471 Heat cool Gross WIS 0% Heat cool Gross NfP/S 0%1 Heat Cool 6 0 Total room load M. 2.64, 2A4 44 4 3471 Of 4123 26.7. 114 4,14 1881 188 267. 1 t—G 12C-Osw 188 0.091 s 2.64 2.34 77 60 158 140 77 60 158 140 1OA-m 1.670 s 48.43 28.68 17 33 804 476 17 17 804 476 1 p psvv 0 091'. 2 34 326. Aq 1.676 4 6 969,. 1131 20 0 969 1131. 130 w.1477 3VW C 1613-30ad 0.0320.93 1.73 218 218 202 378 218 218 202 378 F . ..... r22A a 42 6. 0 4 fi6C) AE 13excursion46046 Envelope loss/gain 2907 3480 29071 3480 121 a) Infiltration 564 183 5641 183 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 1 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 3471 4123 3471 4123 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3471 4123 3471 4123 15 Duct loads 0% 0 0 0%1 0% 0 0 Total room load 3471 4123 3471 4123 Air required (cfm) 1881 188 1 1881 188 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right-SuiteS Universal 7.125 RSU08116 2010 -Dec -02 11:46:43 C:\Program Files\Wnghtsoft HVAC\2010-118.rup Calc = MJ8 Orientation = N Page 1 i APPENDIX 73-D I Ftfccli,r M.ardl 1. 2069 FLORIDA. E14ERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FDRM 1100B -D8 Resiciential'Component Prescriptive Method B ALL CLIMATE ZDIJES LuinploWl, Willi Mfilliod G b! Ohapte(11 0 ft,!: /Junta F"ur).7;:r( Corn; Hesrdr-nlrJ, C' Slbc! aple' la -1,01 Vii: /irridi Boiidrfg C.)fW Bni)dinr, iiia} br: demuusoawlJ by lk use Of Iinin 1100i%io! SIIIg!e 2nd Ilinlll;llF.-f21'I'ili)' residewn es Of nrev sioffe! G {e I:'7 lielgfit 260flelrks t(1 ieXIr!AI:,I lesr-mi:fal t) ilrlinv!', fenue6om t(1 e):iSlas(I fe:i1GL'r11121 iLuiidurgli, Cera be26hg, cadurg, and V aun heain,l j:;tenis Ir, err alna buildu)g:., end stle-added tx!ntputran!s ni ntanuta wred f,onies and 6ianlder.!ureG buildmlj:.,1e 2 IiuildlnL-luust frieef or ('):u:cd all of tire. eneruy efL;aeu;:y requneuli:nL: ou-LNe 1113'-1 and 211 applIMIA 111andL10(y ritlpretnt:nts sumrn2rin:6 iii 121;1e Ilb-2 of tills form. 11 building does nni M1111)1), ,%vAli ties rnelliod, ft confph under Irielliod A of 11 ufSubcl2p:el 1:rG of file. apph::abie code PROJECT NAME: I 4A BUILDER AND ADDItES( 1 0_ rlOt n-r_Ay PERLAITTIN -- I SAir ziCh f OFFI.,E. SAr b f'oRi------- r GWtJER: i PERMITND. J i JURISDICTIDIi ND Nev,, corsiro lion Including aditarv, wheel( ineurpwaie any of the loflui%ing If:zb!ff7S t2nnoi corrplq'usinn tlln rnathud: s1:,4ig1!i:: or oiirefhnuvcrural foul glass, glass area:, of ecce<e of 16 pemenf o1 ronddirnv:d tinor,area, and e!ecvic resistance heat ;See Notes to Tabic 1 iii -1 on page 2). 2. fill in 211 the aplikal le space:: of fire "lo Be installed "co!unlg on "Table: 1113-1 wivi tire information requested. fill "To Be Installed' values n;ust be equal to or more efficient than itie regoiiedlevels:. 3.(;n;nplfAE page t based on the "To Fit, Installred"colurrni information. 4. Read "Mornrl;urn RequiremerlL for All Paciages`,12NE.11B-2 and cbeG: each box to indicaie your intent to comply willi all applutile items. S.Read, sign and riale the "Prepared Bye" cerWicabein st7ternerd al the hrfltntn n, page 1. The ovaw, Or owners agent frw5. also scan and dale die town. I. Neve construction, addition, or existing building 2. Single-family detached or niuftiple-family attached 3. It multiple -family -No. of units covered by this submission 4. is this a worst case? (yes/no) 5. Conditioned floor area (sq. IL) 6: Glass type and area: a. U-facior b. SHGC c. Glass area 7. Percentage of glass to floor area B. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R -value) b. Wood, raised (R-vaiaei c. Wood. common (R value) d. Concrete, raised (R -value) e. Concrete, coninlon (R -value) 9. Wall type, area and insulation: a. Exterior: 1. Masonry (insulation R -value) Wood frdnle (tnsulation R -value) b. Adjaceol: 1. Masonry (tasulalion R -value) 2. Wood frame (Lasultuion R -value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R -value) b. Single:cssembly (Insulation R -value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space. 12. Cooling system: INTO -S: ca ntral, mom uniL. package temlinal A.C., ras. none) 13. Heating system: Types: heat pump: died. strip, nae gas. LP -Gas. cgs h.p., ronin or PTHC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: 1),pes: clec., nal. gas, Ll' -pas. solar, heat ref., ded. heat pump, otbcr, none) Please Print CK i. o n i rcr7r 3. _ 4. !a(> 5. 211. 9 6a. r 65 6b. . 5 s 6c. 41 e 1 sq. ft. 82. R= 0 Al- 517-5lin.ft 8b. R 8d. R= sq.ft. Be. A= 9a-1. A= sq.ft. 9a-2. A= 9b-1. R 9b-2. R= sq,.tt. 102.8= 30 se.ft.2-I-if R 10b. R= soft. iia. R= 11 b.Test report attached? Yes No tv A 12a, Type: ERI MNCri 12b. SEER/EER: 12c. Capacity: ` 113a. Type: E7:t2:iTINe_ 13b. HSPF/COP/AFUE: ^ 13c. Capacity: 14. Yes `L% 15a. Type: extaT f N Lz 1 Sb. EF: I he!ebp EM, that tht piazalldCiLmllons coveted by Me salcvlahoh arE in coin, it nee weal; i Renewc! piu!c-apd saectl,cztmrs coverer by tlns a:lcuizt;nn mdra!es canphancc vaGh the 1-101'G the Ilnnd. hneray Cede. - i inefgg CudE. He!ale eo¢sblr7lan Is comp, Md, efts buad,np wL: be inspected im coni, lizmv. In i2:cordzaaw.1.Serf:on 53.9; A r S. PRLPARLL) 14Alzo 1 hereby cenfly 11121 this butldnlp is rn colnph nec ynh Vie rlonda Energy Code: - - - OIhINLItAGtNI: UAI L: DA t: 2007 FLORIDA BUILDING CODE -BUILDING i 13-D.23 APPI=NDIX 13-0 i= TA11LE 11e -r • MINIMUM REQuiumEN1s (seu Nulu1) All Cltrnata ZQIIeS BUILDINQ COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES; REQUIREMENTS CHECK U-Faclur = 0.65 - -^- U -Factor= (/ 5 i 4V41dorrs(saa Nu1a2): SHOO=0.35 SHaC= 3 S Max .3 etin/sq.ft. window arau:.5 cun/sq.h. door amu. of CFA <=16`u I of CFA= E_tawr door Lypa l-- Wood or Ltsuiuted type: Walls - Ext. and Adj. (;aa Nota 3): l.lultisroiv Hrusas NI I06.AB.1.2.5 t-rama Rn3 R -Value= 13 Me" (sea Note 3) Interior 0i wall: R-6 RI -Value = L Exterior bf vmll: R-4 - H-Valua = Eldoulc re .utanca haat (Saa Nota 10) Not allowed Cailulgs (sae Notes 3 5 4) R=.30 R-Valuo = Flubs: SLth-oo-Ocala No requiratnen[ Over uncoodaioned spacas (saa Nota 3) . R•I S R•Yalua = riot 1141 (41 Sys [drt1S (S W RIod (ypd)- riau![rriu(t 8 hi'rdilaaua Nil r O.AB Elactrie (saa Note 5): 40 gal: EF =0.92 Gallurls= H•5. 60 gal: EF=0.90 EF= Exl"JTI6 Gas brad (saa Note 6): 40 gal: EF =0.59 Gallons= 50 al: EF=0.58 EF= Air cunditiunulg. sxs[anu _saa Nota /). _..----------..,------ SEER=13.0 ._ SEER= Haat Pwnp S}mauls (sea Note 6) SEER =13.0 SEER = HSPF = 7.7 HSPF = I Gas runlaws _ AFUE ='6 % AFUE = If -Oa wrtlac66 AFUE = 7a% AFUE = I Wu[ralnndbW utannostat (saa Nola 10) Alus-t be ulstallad on all HVAC s stoles. Installed? Ve; N DuCNvurk: (saa Nitta 9) Lbcalion: I • U11Cbndltiu'la J space, R-6, TESTED - Unconditioned spaca I Conoitiunad spaca - NA R -Value = C, ' UIlvemdLi anlr; assembly par Rdod.a wiul 416u1atiou at the (out plana R-4.2 Test report: N / pr i Cundilialad space - R -Value = II -(No test report required) Air Han(]Wi Icwtiam 0iicunwionad attic' or garage res tact reportE-:-Ict Lucaduw Lr x i b t f,44. I Conduiouad spaea or Test report: Unvani4d 411Cassambly per 8606.4 witit utsulaiiorl at ole roof plana test required 1 N t+ 1) tach Compdndntpresent in (lid As -Built horse ([lust meat or exceed each of ihu applicable performance criteria in order to comply with this coda using this method; uOl- wisa Nldtlldd A cdnlpliencd must be usud. 2) Wlnuuws and doors qualifying as glazed fefldsuatiall areas ([lust comply with both the maximum U -Factor anti die maximum SHGC (Solar Haat Gain Coefficient) criteria ano flava a maximum total window area equal to or loss than 16% at Ola cotndilioned flour arca (CIA), utherwise, Method A must be used for compliance. Exceptions. 1. Ad- aitions of 600 Square feet (561112)or less may have maximum glass to CFA of 50 percent 2. Renovations with naw windows undera 2 tout overhang whose lower edge dues not extdild further than 6 lad( inial Uta overhang may have 1)ntad glazing or duubld-parte clear glazing. Replac6ul611t skylights installed In renovations shall be duublepanad or Single paned with a diltusal. 3) H -Values are for insulation material only as applied in accordance with manufacturers' installation instructions. For plass walls, the "interior of mall" requirement (13-6) nest ba ale( except if at least 50'0 of the R-4 insulation value required for the "exterior of wall" is installed exterior of, or integral to, the wall. 4) Attic lulaa walls shall Uo insulated to Santa level as ceilings and shall have a positive means of nlaintaininu insulation in place: Such means may include rigid insulation bw+a or air wirial, Shoal materials :iddquatdly tasiaaad to tiro attic sides of kuae, will frainind materials. 5) For Other electric sturaue volumes, minimuni EF = 0.97 - (U.00132 ` volume). 6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 ' volume). 7) Fur all conventional units with capacities greater than 30,000 Btuihc For Snalt-Duct, Higli-Velocity units, Space Constrained units, and units Willi capacities less Than 30,000 Btuhf saa Table 13.607AB.3.2A of the Florida Building Code, Budding, or Table N1107AB.3.2A of Ole Florida Building Coda, Residential B) For all conventional units with capacities greawr than 30,000 Btulir. For Small -Duct, Higll-Volocity° units, Space Constrained units, and units with capacities less than 3U,000 Stu'!lr sea Table 13-007.A8.3.26 of the Fluiida Boilding Code, Building, or Table N1107.A8.3 2B of die Fludda Building Coda, Residential. 9) All ducts and air handlers shall be afd[er located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak iruo" slidd nlaan di]IIIUU[iuil Systdnt air leakage to outdoors tld greater than 3 (:int par 100 square feat of conditioned floor area ata pressure differential of 25 Pascal (0.10 in. wc.) across Ina entire air di6tributi011 sys(anl, including Ina manufacturers air bundler enclosure. Exception: New or replacement duels installed onto an existing airdisiribution syStem as part of an audition or renovation. Such dllcts'shall either be insulated to B-6 or tie installed in conditioned spatia. lit) The prilhibitturt all dfectric resistance Haat and Ulu raquironlent for prduralnnlable thermostats du not apply to additions, renovations, and naw heating Systems instaliad in existing buildings. _ -- TABLE 115.2 MINIMUM REQUIREMENTS FOR ALL PACKAGES I COMPONENTS_ REQUIREMENTS CHECK Exterior ubuls d Clue kss SECTION N1106.A8.1.2 To ba cuulked, , askaiau, waathar-sir ad or othaiw•tsu saalad. Exaeribr WAILS & Dburs N112o.AB.1.1 N110&AB.1.2.1 Max .3 etin/sq.ft. window arau:.5 cun/sq.h. door amu. SOW & Top Plates Sole plaws and paiwirtnions through top plates at exterior walls must be saalad. Racas6ad Liohwig N1 106.A8.1.2.A Typo IC mtad Willi ILe panairatiuus (rrro altematives ukowed). _ l.lultisroiv Hrusas NI I06.AB.1.2.5 Air barriar bll runatarolflborcav 8atwaanibos. Exhaust Fa e kv'atdr Hadwrs Ni rOo.AH.1.3 N1112.AB.3 Exhausn fails ventad to un4romdhionad spuca shall have tkunpers, except for cumbustion devices with integral Comply will[ aNkaeney raquiromanis til Table N1 r12.AB.3. SwitdL orcWarry harked circuit bleaker electric orcinoff aas) must be 1rovWad. Extanial or built -B1 haat trap required forrverti al pipe risers. Spas & itrdtad puuls must have covers (axcePt solar heated). Nuticununercial pubis must have a pump tbnar. Gas swrnunulg Pools & Spas N1112.AB.23.4 spa & pool healers must have minhnum tliennal eNkiwticy of 78%. Huai pump pool heaiets shah have a niulimum COP of 4.U- Hot Water pi-, 5^ N1112.AB Insunutiun is rat uired for hot water cur:ukltin s Steals Nicludui beat reouva units). 3 uaai HeadsN1112.AS:. Water flow must be rasuicted to no more ihan 2.55liallons par 11141dte tit 80 p6jo. HVAC Ouct Con4uwv,6ui1. Ali ducts, finings, madlruticul aqug2lnam acid plardm chambers shall ba machanially anachW, sealed,' Osulated riau![rriu(t 8 hi'rdilaaua Nil r O.AB and insaillad ul ucconfauce with the criteria of Secuuu N111o.AB. Ducts in an" must be insulated W 81nin4num of I H•5. Fi4AC ConnWiS N1107.A8.2 I Separate feaWy accassibW muoual or automatic themlostat for each system. 13-0.24 2007 FLORIDA BUILDING CODE: -BUILDING I i wrightsoft® Project Summary Entire House For-. Chirstensen 1901 Palmet• Ave, Sanford, Job: 2010-118 Date: Dec 02, 2010 By: RWK tes: Additio s Dest n information Weather: Orlando Sanford AP, FL, US Winter Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary , 93 Structure 3471 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 3471 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Area ft Heat2 gCCooling Volume ft') 174183 17418 m 3 Air changes/hour 0.61 0.32 Equiv. AVF (cfm) 18 9 Heating Equipment Summary Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range Relative humidity M 50 Moisture difference 38 gr/Ib Sensible Cooling Equipment Load Sizing Structure 4123 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 . Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 4036 Btuh Latent Cooling Equipment Load Sizing Structure 638 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 638 Btuh Equipment total load 4674 Btuh Req. total capacity at 0.70 SHR 0.5 ton Cooling Equipment Summary Make Make Trade Trade Model Cond GAMA ID Coil ARI ref no. Efficiency 80 AFUE Efficiency 0 SEER Heating Input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 188 cfm Actual air flow 188 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Boldfaalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. F44- wrigF•tsoft- RightSuitee Universal 7.1.25 RSU08116 2010 -Dec -02 11:46:43 RCCA C1Program Files\Wrightsoft HVAC\2010-118.rup Calc = MJ8 Orientation = N Page 1 L- — - - —. .. .- .. wrightsoft, Right -M Worksheet Entire House Job: 2010-118 Date: Dec 02, 2010 By: RWK I Room name 564 183 Entire House 5641 Addition Only 2 Exposed wall 0 0 42.3 11 0 0 13 42.3 ft 2 3 Ceiling height 2 0 11 Appliances/other 8.0 ft heat/cool 4 Room dimensions 0 Subtotal (lines 6 to 13) 3471 4123 0 x 0 ft 3471 5 Room area Less external load 0 0 1112 0 ft2 0 Less transfer Ty Construction 0 U -value Or HTIVI Area (ft2) 0 Load Area 0 0 Load 0 number 14 Btuh/ft2-*F) Btuh/fI2) or perimeter ft) Btuh) or perimeter (ft) 4123 Btuh) Duct loads 1 0 0 0 0%1 F Heat cool Gross N/P/S Total room load Heat Cool Gross N/P/S Heat Cool 6 W 4MC .Osvv Air required (cfm) 0:_091 2.64 2139, 114 AM 267 1.14 2301 1: 20 T 12C-Osw 0.091 s 2.64 2.34 77 60 158 M 77 60 158 140 G 10A-rn 1.670 s 48.43 28.68 17 33T,- 804 47.6 17 17 804 476 VY Osw 0.091 w 2.64 4 A 48 1.24 M6, 89 t48 1,24, 326 289, 11 6A T;670:. io4. 415.43 5655 10, 1131 2,0 0 969 T131 32.77 75.42 5 A47 333. C 1613-30ad 0.032 0.93 1.73 218 218 202 378 218 218 202 378 42 0 6 c) AED excursion 460 460 1 Envelope loss/gain 1 2907 34801 29071 3480 12 a) Infiltration 564 183 5641 183 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 3471 4123 3471 4123 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3471 4123 3411 4123 15 Duct loads 1 0 0 0 0%1 F 0% 0 Total room load I ![f 3471 4123 3471 4123 Air required (cfm) 188 188 188 188 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. jg& Right -Suite® universal 7.125 RSU08116 2010 -Dec -02 11,46:43 C:\ProgramFiles\WrightsoftHVAC\201G-118-rup Calc =MJ8 Onentation=N Page 1 APPENDIX13-D I: Beerier INTain:h 1. 2009 FLORIDA ENERGY Er-RCIEIJCY CODE FOR BUILDING COi:STRUCT1OU FORIA 110OB-0b Residential Component Prescriptive Method 6 ALL CUMATE ZONFS Gpmpli?fwe Valli Meilinf! 8 of Chapter 1 i of tie 1L/n:; liur/n; ip Codr. kcsrnenllJ, u: S`ub !wpiet'l o-C.ol f lw fi'nrini bwfdlri Cont. EtlMhi r,,, may tie demo:is!rateen by lire use of Loan i loffi lof nipie-zu nmlt;de-taiil!iy resldeu;:e!' of ticee s!orie:. nr les. in h r"T. 260;!inl's'to errsirng fes!denircl buil;;snp_'renn;atiomnj o:isluci feudenilai fmitduq!:., rte;, he2ung, goofing, and v;2tei flpnn,! ,y. Igna In emsliwj bui!mngg , aild site-h6derf vonrpmeniz rii manula geed !tome sS will if far lifed building!"'ki cimlptl', . t allonip must niev or er.[x:ee all o1 the energy elk;lericy r'equireuienis on 12Ne 11 b-1 and allapphcmle rn2fldrdnr)' requucsuentt sutontartzed iu 12tile. 1113-2 of Iris lorint li huddifly doe; ani comply v ri!i itus rnellilid, if r1 ay stiff! !:umi;ly un9er lkilit/ A of Chep!.^.t 11 orSubrltapte) I3d; of the 2pph;:abiecodr PROJECT NAME: _ -- BtfILDER: Sp _, • AYom__' OFF CE. tN C A ra D Fp ¢ u AND ADDREsS: 4 _ OWNER: ( PERMi' NO.:,' T , lUR!SDtCT10tJ ND.: (o q 1 j s !0 ' Flt2.i ,7L test•-nl - ..- - --- .__...-_ _ _.. ..'--- LfJetCconsinicliur; includsnp, 2ddibnns which inujr/eorane in; of the fntinvrin2 teat -nes cannot crorrpll' of;nx:tlds n;elhnC: Sh6ptrts Of otirern:aleenical roof Glass, Mass areal, iri rrced.e of i C pe;renf of rondfliorurd finny area, and eiepbic resisLdflil hea! ;See tdotes to 72b1c 1 ie-( on pig: 2). 2. (ill in all Ire appkab!c spaces !if the -1b Be installed" cn!umu on "Table 111-1 with the inlumt2tion requr:s-usd. !ill "1e Be Insi2lled' values must Ll: equal to or more eflicienl than Ike fequned level;: 3.;;nrnplet!: pipe 1 based on the "lo Be Installed` colurrm inlounabon. 4. Read "Itlia n -torn Requirements to; All Pacuttes', lable 118-2 and checl: each bo), to indicate your interni m comply vatii all applic2bla items. 5.F.ez 6gri end dal!: J-4 "Prepared By" ceridic2uun s+aterneni at the hndoin of pane 1. Tie: omvre, gr owners agent mus: aL;a sign arid dai the form. 1. Neve construction, addition,'or existing building 2. Single-family detached or multiple -family attached 3. it multiple -family -No. of units covered by this submission 4. Is this a worst case? (yesfno) 5. Conditioned floor area (so. ft) 6. Glass type and area - a. U -factor b. SIIGC c. Gla s. area 7_ Percentage of glass to floor area B. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R -value) b: Wood. rais--d iR-value} c. Wood. common (Rvalue) d. Concrete, raised (R -value) e. ConcrcLe' common (R -value) 9. Wall type, area and insulation: a. EaLerior: 1. Mason';, (insulation R -value) 2. )Vood frame (insulation F• -value) b. Adjacent; 1. Masonry (insulation R -value) 2. \Vood frame (Lusaladon R -value) 10: Ceiling Type, area and insulation: a. Under attic (Insulation. R -value) b. Single assembly (Insulation R -value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space. iM Cooling system: l),pes: central, rooni unit pucl:a2e temiinsl A.C., gas. none) 13. Heating system: Types: beat pump., elec. strip, nai- as. LP -Gas. gas L.p., room or PTA.C. none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: t,l)=pes: elec., nut. gas; LP -gas. sol:a', I.teai Tec., ded. luai Pump, outer, none) Please Print CK 2- Stt,4(; c FAMtt,`f 3. 4. '140 5. 2-11. c sa. 0 (P5 6b. . 9 5 6c. 41'1 sc.ft. 7. to's % Sa.R= d A?-- 31?-5lin.ft. Bb. V1= sc.ft . Sc. R= sq.fi. Bd. R= sq. ft. Be. R= sa:ft. ga-l. R= sq.ft. ga-2. R= 2> 16sq.ft gb-1. R= sq. ft. gb-2. R= i0e. R = 30 sc.ft. 21'1 • q 10b. R= soft Ila, R= 11 b.Test report attached? Yes No jv A IZa.Type: BAIZ)TIN61 12b. SEERMER: 12c. Capacity: 13a. Type: IE KL5 Yt N e - 13b. HSPFIGOPJAFUE: 13c. Capacity: 14. Yes Q Do ISa. Type: 1=XI t)T til 6 15b. EF: I Imeby cerely Vizi the plans and specd:czliwu covered by nm calculzllou aR in eompula Kia!: I her ew nt pCu1•- ill". sae:.dl¢i:Ui15;CaVCled by llt:s ulculzml; mvtciies aompoalluc. With the I'lol idc f fel londc Lnerbv Cadt:. i Lnugy Ciro. i3ela a cnnsue-ction is ccfnp!eted, Ills bu:ld.np uL: be inspected tom comphznce in i accardznce wdS Sect:im s:3.911E, F . PUPAS UI [3 : /C DAI L: IZ BpILDItiG OR'lClld_' I heicli cendy tial INS hulldmp is in camfilwice with t1w I larid< Enemy Code: NTH, AGENT - nA1 L: DAl I: 2007 FLORIDA BUILDING CODE -BUILDING 13-D.23 L.- APPENDIX 13-0 F TAaLETt6.1 MINIMUM REQUIREMEN1s (sort NOW 1) n y . All Climate Zones ES: I i 1 SUILDINQ COMPONENT PERFORMANCE CRITERIA INSTALLED VALU h— _ U -Factor = 0.65 U -Factor = , 13 4i'ulaows (sea Nute 2): SHGC =350. S Max .3 curVaq.ft. window draw: 1 cudq-ft. door ama. of CFA, =16% hof CFA= Emarw door type --^ Wood orktsuWred Type: Walls - Ext. and Adj. (saa Nota 3): hlulimoh h6:usos Frama R-13 R -Valva = Klass (Sea Note 3) N1112.A8.3 NI 112.A8.2:3.4 NI .5T N111_2.A8.2.4 1`4111U.AB Comply wide a[ik:tancy requiremanis 41 Table Nil12.AB.3. Switch or ekaany marked circuit breaker elaarie of cutoff oas must be ,rovhiod. Emanral or built -k1 haat hap required for varwal Pipe roars. Spas & heated pout; must liuva wvers (uxcap[ solur heated). Ncrlwrlunercial pool,;must have a pump Iknar. Gas spa & puol heatals must have minunum dtennal elikilenicy of 713%. neat pump pool hamais shall'have a minimum COP of 4.0. lo.wiatiun is raquirad for hot waur euculaimp systems (klaluduiy beat tawva units. Water flow muss ba restricted to no more Ihuu 2.5 pallets par mutuu at 80psip. - _ -. I . _ All durxS, fatrips, machwmul uciLipmani aid'planum chumbars mshallba oehanlcaey'arlacbad, sealed, insulated and ulsta6ad k1 utxurdaocu with the criteria of Seetfat N7110.AB. Ducts to units must be`ulsulatud w a pimunum of _ Imerior of well: R -a R -Value = Extarwroi"all: R -a R•Valua= Electric resiswnca heat (ase Note 10) Not allowed Ceilings (sea Notes 3 & 4) R=30 R-Valuo = d FWot Stab-at-Qwda No raquiremant R -Value = Over uncaldlrioned spaces (saa Note 3) R-13 riot wa[dr syS[ems (s(orage typo) - - Eiacuic (Sae Nota 5): 40 gal: EF = 0.9'0 Gall(N1s = 5Q gal: EF=0.90 EF= Xllbrih6Go Gilrad (sea Nota o): G" 40 pal: EF = 0.59 Gallons= 504ai: EF=0.58 EF= A6 condiuoolriasy_ta,Nota .__-- ------------ SEER_13.0 SEER= SEER - 13.0 SEER = Hda[ pwmp 5(sea Nota 6) HSPF = 7.7 HSFF = I Gas mmaws - AFUE = 78% AFUE, LOil iumacas AFUE = 7a% AFUE _ r'uc;rumnwbla.uiaima tat sea Nota 10 _ Lill HVAC s s. hfu t ba ulswllad on sum Insta llad", Ye> N Ducmurk: (sea Nota 9) Location: Uncoodiuonad Space, R-6, TES'TEO Unconditialed space Conaniunad sputa NA R -Value = C? Unvanwd anis a5samoly par R606A with 415u1atf0n at ala rout plana R•4.2 Tast report: t-4 Coodaiooad spew t R -Value = No test report required) Air Hanot lucatiow Uu wnd rouad ante or garaga Roquues test sport Locadow Conditbnad space or Tasl report: j h.)Ityd,ltad aaic dsS Mbry per Rt106.4 with msulatioil al the roof pLwla No duct last railaired m I N 0) tach Colnpurlant present in Ilia As -Built hums must ntaut Lir exceed each of the applicable perfurnlance criteria in order to comply with this code using this method; our ar.risa Nlalnod A conlplianca must no usad. Wuldows and doors qualifying as Ola -ad tonastration areas must comply with quilt ilia maximum U -Factor and Uta maximum SHGC (Solar Heat Gain Coefficient) criteria and nava 3 nlaxiotunl total window area equal to or lass than 16% of Ula conditioned flour area (CFA), otherwise Method A roust W used for compliance. Exceptions:1. Ad- ditions u[ 600 square feat (56 Ili) Lir lass Inay have maximum glass to CFA of SO percenL 2. Renovations with naw windows under? 2lout overhang whose lower edge does nut ostelid iurthdr than S tea( truth the uvurhauO may have Culled glazing or dou0la-pane clear Glazing. R6placeulent skylights installed in ranovalions shall be dounlepaudd or single panda still a diitusar. 3) P -Values are for insulation material only as appllad in accordance with manufacturers' installation instructions. Fur mass walls, the "int6ri0r of well" requirement (8-6) must 06 nla[ oxcepi if at least 50% of tha R-4 insulation value required for lila "exterior of wall" is installed exterior of, Lir integral to, the wall. 4) Altic latae walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such moans may include rigid insulation bau!o or airWmar'sAaet matanils UdagaWoly fastantld to ilia attic sides of kine wall training materials. 5) For other alactrie swrage volumes, minimum EF = 0.97 - (0.00132 ` volume). 6) For other natural gas s(aragd volumes, minimum EF = 0.67 - (0.0019 ' volunld). 7) For all conventional units with capaciUds Oreaior than 30,000 Mullin: For Snldll-Duct, Nigh -Velocity units, Space Constrained units, and units with capacities less than 30.000 B[ulhr sea Table 13-60, A6.3.2A of ma Florida Building Code, Buifiling, or Table N1107 AB.3.2A of Una Florida Building Coda, Pesidenrial. 3) For all conventional units with capacities groatar than 30,000 Btu/tic For Small -Duct, High-Volocity units, Space Constrained units, and units with capacities less than 3U,000 Stuihr sea Table 13-607.A8.3.26 of ilia Fiudda Building Code. Building, Lir Table N1107.AB.3.20 of did Flwida Building Coda, Rasidonrlal. 9) All ducts and air handlers shall be oiUlor located in conditioned space Lir tosued by a Class 1 BERS rater to bit `subsCantially" leak free. "Substantially leak frea" shall mean isIFibetiutl system air leakage to outdoors uo U,dalal dial ti3On par 100 square foot of conditioned floor area at a prossule difforential of 25 Pascal (0.10 in. vzc.) across Ina allure air dfstrf0utian systonl, including the rttanufacturo(s air handler enclosure. Exception: New Lir replacement ducts insiallad onto an existing air distribution system as part of an addition or renovation. Such ducts'shall other W insulated to R-6 Lir he installed in conditioned space. tor) Toa prulatimun un giec(rie.. resistance haat and the requirement far programmable thermostats do not apply to additions, renovations, and new heating systems installed - in axls(itig buildings. LTABLE 118.2 MINIMUM REQUIREMENTS FOR ALL PACKAGES I COMPONENTS REQUIREMENTS CHECK rEkt-rior Joints 3 Cracks SECTION NI1U6.AB.1-2 — To"arulkud, gaskered, w2c!ihar-616ppad or whorwisa saakid. eataeW Wktdows & Doors U110a.AB.1.1 Max .3 curVaq.ft. window draw: 1 cudq-ft. door ama. Sula s Top Plates N11 0,1AB.1.2.1 Sola plaws and paostrutiuris thfoucih top pLaios of axairiur waits must ba sealed. tisca5sdd Liglituiq N1 106ASA Z4 Type IC rated wide no panurrations (Iwo aitanlauves utiowad). hlulimoh h6:usos N11U8.AB.1.2.5 Air barrier Utl rknatur of fluor caw baiw•aan floors. Extlaust tans vented w unmidaiunad space Shall have dampers, axcapi for combustion devices with itltegral axllaust ductwork. 1 Exhaust Fans N110a.AB.1.3 wwar Hostels SwnlunnlQ Pools & Spas riot Water Pipes _ Shower Heads HVACA\ Duct Con;uucuoil. surnkukm S YJLai?66111r N1112.A8.3 NI 112.A8.2:3.4 NI .5T N111_2.A8.2.4 1`4111U.AB Comply wide a[ik:tancy requiremanis 41 Table Nil12.AB.3. Switch or ekaany marked circuit breaker elaarie of cutoff oas must be ,rovhiod. Emanral or built -k1 haat hap required for varwal Pipe roars. Spas & heated pout; must liuva wvers (uxcap[ solur heated). Ncrlwrlunercial pool,;must have a pump Iknar. Gas spa & puol heatals must have minunum dtennal elikilenicy of 713%. neat pump pool hamais shall'have a minimum COP of 4.0. lo.wiatiun is raquirad for hot waur euculaimp systems (klaluduiy beat tawva units. Water flow muss ba restricted to no more Ihuu 2.5 pallets par mutuu at 80psip. - _ -. I . _ All durxS, fatrips, machwmul uciLipmani aid'planum chumbars mshallba oehanlcaey'arlacbad, sealed, insulated and ulsta6ad k1 utxurdaocu with the criteria of Seetfat N7110.AB. Ducts to units must be`ulsulatud w a pimunum of _ HVAC CunuolS N1107.,18.3_ Separate readily awassfola manual uruutunwic lharmoswt for each system. 13-0.24 2007 FLORIDA BUILDING CODE—BUILDING wroghtsoft® Project Summary Entire House n on a Kw on r.''-',?'. 4" rK,. For: Chirstensen 1901 Palmetto Ave, Sanford, FI Job: 2010-118 Date: Dec 02, 2010 By: RWK Rotes: Addition Only wu..=--s'.a f+.N'rt w r tt _ "` ' rM. g'c ,M`' "3"C at .L;ra aw '_.'` ^1 Mew`Y,z=;':i w v.,'atF$$ a 'a ^t ;,.4x „:, ";6*- a •+e y.d+, t b k+' „" '{` } 4 v..fi 's5Yzy+u reb3 A h Fri ''% •. • 4"L , 1 Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range Relative humidity M 50 e Moisture difference 38 gr/Ib Heating Summary Structure 3471 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 3471 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 0 Btuh Hea Coo lin Area ftm 0 Btuh Volume (ft3) 174783 17418 3 Air changesthour 0.61 0.32 Equiv. AVF (cfm) 18 9 Heating Equipment Summary Sensible Cooling Equipment Load Sizing Structure 4123 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 4036 Btuh Latent Cooling Equipment Load Sizing Structure 638 Btuh Ducts 0 Btuh Central vent 0 cfm) 0 Btuh Equipment latent load 638 Btuh Equipment total load 4674 Btuh Req. total capacity at 0.70 SHR 0.5 ton Cooling Equipment Summary Make Btuh Make Trade 0 Trade Model cfm Cond GAMA ID 0 Coil 0.87 ARI ref no. Efficiency 80 AFUE Efficiency Heating Input 0 Btuh Sensible cooling Heating output 0 Btuh Latent cooling Temperature rise 0 OF Total cooling Actual air flow 188 cfm Actual air flow Air flow factor 0.054 cfm/Btuh Air flow factor Static pressure 0 in H2O Static pressure Space thermostat Load sensible heat ratio Sold/daft values have been manually ovenfdden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 0 SEER 0 Btuh 0 Btuh 0 Btuh 188 cfm 0.046 cfm/Btuh 0 in H2O 0.87 44&- wrightsoft- Right -Suite® Universal 7.1.25 RSU08116 2010 -Dec -02 11:46:43 ACCO C1Program Files\Wrightsoft HVAC\2010-118.rup Calc = MJ8 Orientation = N Page 1 J P- wrightsoft Right -M Worksheet Entire House Job: 2010-118 Date: Dec 02, 2010 By: RWK 1 Room name 564 183 Entire House 5641 Addition Only 2 Exposed wall 0 0 42.3 ft 0 0 13 42.3 ft 2 3 Ceiling height 2 1 0 ft Appliancestother 8.0 ft heat/cool 4 Room dimensions 0 Subtotal (lines 6 to 13) 3471 4123 0 x 0 It 3471 5 Room area Less external load 0 0 fI2 0 f12 0 Less transfer Ty Construction 0 Ll -value Or HTM Area (ftF) 0 Load Area (ft') 0 0 Load 0 number 14 Btuhtft2-*F) at I or perimeter ft) Btuh) or perimeter (ft) 4123 Btuh) Duct loads 1 0%1 0%1 0 01 0%1 Heat Cool Gross NIP/S Total room load Heat Cool Gross N/P/S Heat Cool 6 W:..i,.AW-0s Air required (cfm) 6 n 2A4 i::-.234 1 1881 188 267 114: 114—:i,. 26 IL 12C-0sw 0.091 s 2.64 2.34 77 60 158 140 77 60 158 140 0 10A-rn1.670 s 48.43 28.68 17 33 804 476 17 17 804 476 VJJ 42C 2- 11M 326 28 2 0 4 1&c4 fin 7 t$-412 197 339. 1613-30ad 0.032 0.93 1.73 218 21..8 202 378 2116 2 378 F..:. . 22A 0.001.. 42 418 0. T 61 c) AED excursion 1 460 460 1 Envelope loss/gain 29071 3480 2907 3480 12 a) Infiltration 564 183 5641 183 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 1 460 Appliancestother 0 0 Subtotal (lines 6 to 13) 3471 4123 3471 4123 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3471 4123 3471 4123 151 Duct loads 1 0%1 0%1 0 01 0%1 0% 0 0 Total room load I 1 1 3471 4123 1 34711 4123 Air required (cfm) 1881 1881 1 1881 188 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right-SufteD Universal 7-1.25 RSU08116 2010 -Dec -02 11:46:43 C:\ProgramFiles\WdghtsoftWAC\2010-118.rup Calc =MJ8 Orientation =N Page 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: "' Documented Construction Value $ %D, 0Z-0, c-O Sob Address: /70"A6 f o4- AX -1, Historic District: Yes No Parcel ID: Zoning: Description of Work:-' BATii` ol-1 zxeh ieM 10AiIzal-0 Plan Review Contact Person: /S/.-/- Title: Phone: `0 Fax: E-mail Property Owner Information Name-`/,C i/SiE S s Phone: 'c/D 7 -S Y%Ate% Street: /,70/ S 6&ti/` ei-yz /i : Resident of property? City, State Zip: Contractor Information Name Phone: Street: 6 Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Y t/i x'e5qo''z Phone: Street: /-?0-6 '1/ifCL/t b i} /} Fax: City, St, Zip: _SWA )F: 2 & F4 `3 % E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: % No. of Dwelling Units: / Flood Zone: Electrical 13r, .s Plumbing ] New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm' No. of heads: 0 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CO-MMENCEMENT=MUST BE -RECO- -RDED-AND-P-O- STED-ON=THE-JO-B_SITE-BEFORE—T-HE - - FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction 01 value when the executed contract is submitted, credit will be applied to your permit fees when the permi 's, s Signature of Owner/Agent D e Signature of Contractor/Agent Date C W /sib/Jse5A Print Owner/Agent's Name Print Contractor/Agent's Name 3t.. o / : o `f. i / gnature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or . Produced ID Type of ID APPROVALS: ZONING: 1' `I- UTILITIES: COMMENTS: Rev 11.08 Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: ENGINE ' ' FIRE: BUILDING: k,irk;: r- City of Sanford Planning and Development Services M874 Engineering — Floodplain Management Flood Zone Determination Request Form Name: '-FS>i k l Firm: Address: (qp City: 5;aKVr4f8-. State: Zip Code: 32.7—r Phone: qo7 • sy9.5'12_7 Fax: Email: Property Address: Property Owner: Parcel identification Number: 3(r, • t Q 3p • 5 ((• 03pc • 00 . Phone Number: 40 7 •.s4q . 1917 % Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinances 4076) S s `c " \ oq s"", *'2^-0 ?,x , '.0 ,[ ` F p •,.5.., •tet 2., . ;_ . ,:ati„) NOONL Flood Zone: X` Base Flood Elevation: t&, Datum: FIRM Panel Number: 120 2R y Go I-V Map Date: q • 26 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: F-1floodplain F-1floodway N? The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: F 0 4 11-551- A-aX vs • Review Date: • y T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc 0{LYS . RECEIVyx JAN i 4 Nil BY. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Jr a. Documented Construction Value "$6, d-0-0- cro Sob Address: /70 S . iit•<Mr?f> O%./ Historic District: Yes No Parcel ID• Zoning: Description of Work.— RA;711cb l AB/^7,0A) .POryi— POxc// Ao-ev- Plan Review Contact Person: Title: 040A-/ Phone: S'D i— '`/9 " a Fax: E-mail: Property Owner Information Name `/311,4 N15P iJSe sJ Phone: Street: /470/ Resident of property? City, State Zip: Contractor Information Name (/ Street: City, State Zip: _ Phone: Fax: State License No.: Architect/Engineer Information t,. Name: /1/i'/ - Y Phone: Street: /3d -o %%xlll Al . Fax: City, St, Zip: S"i A7)cW b, F/, 3 2, % %/ E-mail: Bonding Company: Address Building Permit Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Ao% % .SQ. F` Construction Type: No. of Stories: No. of Dwelling Units: / Flood Zone: Electrical IT Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work' and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I 'understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the perm"s, s fl. Signature of Owner/Agent D e Signature of Contractor/Agent Date 34Ak hSQ SiF S Print Owner/Agent's Name Print Contractor/Agent's Name 3atxx 0 /..,, o -/,. / / S gnature of Notary -State of Florida Date F15i'll;1111 T FBBiHI3L idiY CpCvtNiI:i510N 4t DDu29Uyb F;+PI"FS: fcbntar; 25, 2011 fl. I btvy Diuounc A': . Co. d-°: Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: BUILDING: illri i 1 li.1ll i1 iii Ii Iii ii1 i1 i iI fit ii Iii 111110 a I IIS MARYANNE MORSE, CLERK OF CIRCUIT COURT rr SEMINOLE COUNTY Permit No. "J 30 —S//- O cT1J 001 'BE ' 7308 PR 1887; Upp) Tax Folio No. 3 6/ CLERK' S NOTICE OF COMMENCEMENT RECORDED 01/016/2, 11 03156.-01 PM' - g State of Florida RECORDING FEES lo.0 RECORDED BY T Saith County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property, and street address if available) 2., General'description of improvement: fmd 4A NJ / AlA Orli /'m, 3. Owner information: Name: Address: 3 b. Interest in property: c. Name and address of fee simple titleholder (if other than Owner): Name: Address: IE.: 4. Contractor Name: Phone number: ., 04tlrr c. Address: 5. Surety Name l' Address: Stithi ; b. -Amount of bond: S 6. Lender: Name: 9Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be `served as provided by Section 113.13(1)(a)7., Florida Statutes: Name: s t Address: 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: I 9. Expiration date Of notice of commencement (the expiration date is 1 year from the date of recording unless"a.different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN,RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF'YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY B ORE COMMENCING WORK OR RECORDING. YOUR NOTICE OF COMM NC. T. Signature of Owner or Owne s Authorized Officer/Director/Partner/Manager Signatory's Title/Office R iIiIQQQQ The foregoiniMr,p acknowledged before me this day of (year) , by (name of person) as (type of authority :}. . o . tPffle, attorney in fact) for (name of party on behalf of whom instrument was executed) 0 Y 16 SEAL) Vgnat4ie6f,NofgiyPblic Vertficatdn0 92.525, Florida Statutes: Under penalties a of Identification ProducedPersonal) nqv p SRR Produced Identification Type p perjury, I declare that I have read the foregoing and that the fatssta theb t of my knowledge and belief. Signature of Natura rson Signing Above Rev. date 3/2008 F I OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for, homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT ",J BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party; of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed`` V in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numberson all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or Tease. Ifa building or residence that I have built or substantially improve1.d myself is sold or leased within in 1 year after -the construction is•complete, the law:will presume'that,':I,built'or substantially improved it for sale or lease, which violates this exemption. P P I understand that, as the owner -builder, I must provide direct, onsite supervision of -the construction". - I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any his her employees while working on my property. Myinjuriessustainedbyanunlicensedpersonoror homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I. may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property Address: /?C/ ll A // _ A I, E -Z' , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Form of Identification Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. ; a Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myLlorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss a / that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: /?C/ ll A // _ A I, E -Z' , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Form of Identification Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. ; a Rev. 9.14.2009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 RCELL DETAlk DAvrn JoNNsoN, CFA, ASA 6D E 19TH 5T 5.A f PROPERTYa .. Z APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRST ST 5ANFORD, FL32771-1466 407-665-7506 M pGM 1.A. T0 o1 J < 9 I.• VALUE SUMMARY VALUES 2011 Working 2010 Certified Value Method Cost/Market Cost/Market GENERAL Number of Buildings 1 1 Parcel Id: 36-19-30-511-OJOO-001A Depreciated Bldg Value $52,321 55,808 Owner: CHRISTENSEN KAREN S & WILLIAM Depreciated EXFT Value $0 0 Mailing Address: 1901 S PALMETTO AVE Land Value (Market) $9,747 9,747City,State,ZipCode: SANFORD FL 32771 Land Value Ag $0 0PropertyAddress: 1901 PALMETTO AVE SANFORD 32771 Just/Market Value $62,068 65,555SubdivisionName: GARNERS ADD TO MARKHAM PARK HEIGHTS Portablity Adj $0 19,671TaxDistrict: 31-SANFORD Save Our Homes Adj $14,945 0Exemptions: 00 -HOMESTEAD (2010) Amendment 1 Adj $0 0Dor: 01 -SINGLE FAMILY Assessed Value (SOH) 1 $47,1231 45,884 Tax Estimator Portability Calculator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 47,123 $25,000 22,123 Amendment 1 adjustment is not applicable to school assessment) Schools 47,123 $25,000 22,123 City Sanford 47,123 $25,000 22,123 SJWM(Saint Johns Water Management) 47,123 $25,000 22,123 County Bonds 1 47,1231 $25,0001 22,123 Potential Portability Amount is $14,945 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY WARRANTY DEED 05/2005 05747 1707 $134,000 Improved Yes Tax Amount (without Portability): 624 WARRANTY DEED 06/1984 01560 0409 $37,500 Improved Yes 2010 Tax Bill Amount: 419 WARRANTY DEED 03/1983 01447 1016 $27,000 Improved No Portability Savings: 205 WARRANTY DEED 12/1978 01200 1530 $100 Improved No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED10/1978 01192 0290 $12,000 Improved Yes Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... - FRONT FOOT & DEPTH 38 118 .000 285.00 $9,747 LEG S 38 FT OF LOTS 1 + 2 BILK J N H GARNERS ADD TO MARKHAM PARK HEIGHTS PB 1 PG 81 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building 1 SINGLE FAMILY 1949 3 874 1,507 874 CONC BLOCK $52,321 Sketch 66,229 Appendage / Sgft UTILITY UNFINISHED / 96 Appendage / Sgft CARPORT UNFINISHED / 315 Appendage / Sgft SCREEN PORCH FINISHED / 212 Appendage / Sgft OPEN PORCH FINISHED / 10 NOTE: Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=3619305110J00001 A&cp... 1/4/2011 a REC LVED JAN 0 4 2011 BY: Application No: Documented Construction Value : -'S %D, d71- cb Sob Address: /70 . °iit -/ 7 Ai -1 /V, Historic District: Yes No CITY OF SANFORD,- BUILDING & FIRE PREVENTION PERMIT APPLICATION Parcel ID: Zoning: Description of Work.-' 15}J -1 y c'/"I / fid l/'7D/tJ/•P Ni- f %t dr Plan Review Contact Person: 13/,4,4- Title: Phone: Fax: _ E-mail Property Owner Information Name '_91X4 Phone:. -/-0.> ` 5 y%- J Street: /'70 . %ff/`1 Ei /"?' / = Resident of property? City, State Zip: SwF-c A Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: ///V y t/i9x, t''- Street: 130'-6 City, St, Zip: SA7Fc2? b, . `3 Bonding Company: Address: Phone: Fax: _ E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: v'Z I SQ. Fi Construction Type: No. of Dwelling Units: / Electrical New Service - No. of AMPS: Flood Zone: s; Plumbing No. of Stories: New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the pees,s9d.-41" - Lrq47C&d Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name 59. 0/: D 4,. // Signature of Notary -State of Florida Date crusj t i l Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: Gf /. G WASTEWATER: BUILDING: J PORCH, BATH ROOM LAUNDRY ROOM ADDITIONS 1901 PALMETTO AVE., 5ANfORD, FLORIDA 32771 DESIGN STATEMENT THIS STRUCTURE NAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - RE51DENTIAL, 2007 EDITION WITH 2009 SUPPLEMENTS THE DE51GN CRITERIA ARE A5 FOLLOWS: BA51C WIND SPEED (3 SEC. GUST): 120 MPH WIND IMPORTANCE FACTOR: I BUILDING CATEGORY: II WIND EXPOSURE: B INTERNAL PRESSURE COEFF.: 0. 18 COMPONENTS *..CLADDING DESIGN PRESSURE +25.9 / 34.7 CONSTRUCTION DRAWI NG5 C a S S I C 1 300 MAGNOLIA AVE. Design 5ANFORD, FLORIDA 32771 Studio 407-314-G931 meval@bel(south.net AREA CALCULATIONS NEW ADDITION: 221 5Q. FT. EXISTING HOUSE: 890 5Q. IT. TOTAL UNDER HVAC: 1, I.1 1 5Q. FT. NEW COVERED PORCH: 12-5 5Q. FT. OVER EXISTING PATIO) LOT AREA: 4,484 5. F. HOUSE: 1, 1 1 1, S.F. PORCH: 125 5.F. DRIVE/WALK/PAD5: 450 S.F. TOTAL IMPERVIOUS: I ,G8G S.F. LOT COVERAGE: 38% DRAWING INDEX COVER 2 NOTES 3 EXISTING SITE PLAN 4 NEW 51TE PLAN 5 DEMOLITION PLAN G FOUNDATION PLAN 7 FLOOR PLAN 8 WE5T N/5 ELEVATIONS FRONT PORCH) 9 EAST ELEVATION (REAR) 10 NORTH * 50UTH ELEVATIONS (REAR) I I WALL 5ECTION5 * DETAILS 12 FRAMING DETAILS 13 ROOF PLAN 14 ROOF FRAMING PLAN 15 PORCH FRAMING DETAILS I G SCHEDULE * ROOF FRAMING DETAILS 17 PLUMBING * HVAC 18 ELECTRICAL STRUCTURAL ENGINEER: MOLYET ENGINEERING LLC I OGO EAST INDU5TRIAL DRIVE, SUITE W ORANGE CITY, FL 32783 PH. 800-399-455X; FAX 38G-774-6843 PE 041 509 CERT. OF AUTH. #00009855 DATE 1 SSU ED 1 1-23-10 PERMIT EXTERIOR STUCCO NOTES: 1. EXTERIOR STUCCO (PLASTER) SHALL BE INSTALLED PER FBC-R 703.6. 2. STUCCO ON EXISTING CMU WALLS: FASTEN 2.5 GALVANIZED WIRE LATH TO CMU WITH CONCRETE STUB NAILS @ G" O.C. MINIMUM. ALTERNATE: USE STUCCO BONDING PRIMER IN LIEU OF METAL LATH; APPLY PER MANUFACTURER'S SPECIFICATIONS. 3. STUCCO ON WOOD FRAMING/SHEATHING: INSTALL ONE LAYER OF HOU5EWRAP OR 15# FELT HORIZONTALLY W/ UPPER LAYER LAPPED OVER LOWER LAYER MIN. 2" AND G" @ JOINTS. INSTALL KRAFT PAPER -BACKED LATH HORIZONTALLY AS NOTED ABOVE OVER HOU5EWRAP /FELT LAYER; ATTACH WITH STAPLES PER MANUFACTURER. 4. PROVIDE CONTROL JOINTS WHERE WOOD FRAMING MEETS CMU WALLS AND AT 18'-0" O.C. MAXIMUM OR 144 SF MAXIMUM OF WOOD FRAME WALL. 5. PROVIDE MID -WALL FLASHING WHERE_ GABLE END FRAMING MEETS WALL FRAMING BELOW. G. PROVIDE EXTERIOR CORNER BEAD AT OUT5IDE CORNERS OF WOOD FRAME. 7. PROVIDE WEEP SCREED AT BOTTOM OF WOOD FRAME WALL, MIN. G" ABOVE ADJACENT GRADE FOUNDATION NOTES: 1. ALL CONCRETE SHALL BE MIN. 2500 PSI @ 28 DAYS. 2. ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR @ 14% MOISTURE. 3. ALL REINFORCING STEEL SHALL BE #5 OR GREATER. 4. ALL REINFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR DIAMETERS OR 25 INCHES WHICHEVER IS GREATER. 5. VAPOR BARRIER SHALL BE G MIL. POLYETHYLENE. G. ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 7. ALL SOILS WIN THE FOUNDATION PERIMETER SHALL BE TREATED FOR TERMITES PER F5C-8320 8. CJ = CONTROL JOINT. SAW CUT 1-1 /2 INCHES DEEP WITHIN 24 HRS. OF CONCRETE POUR. ANCHOR BOLT EMBEDMENT DEPTHS DIAMETER DEPTH 1/211 511 5/8" G" 3/4" 8" 7/8" 1211 ALL WASHERS SHALL BE 2" DIA. NAILING PATTERN, SHEATHING: ROOF, INTERIOR: V" CDX MIN. 8 d COMMON NAILS G" O.C. EDGES 12" O.C. FIELD ROOF, EDGE/CORNER/RIDGE: 2' CDX MIN. 8 d COMMON NAIL5 G" O.C. EDGES 12" O.C. FIELD EDGE STRIP = 3'-0" MIN. WALL5: EXT. CEILINGS, 50FFIT5: 2 CDX MIN. %2' CDX MIN. 8 d COMMON NAILS 8 d COMMON NAIL5 G" O.C. EDGES G" O.C. EDGES 12" O.C. FIELD 12" O.C. FIELD FLAMING NOTES 1. All wood framing shall be fabricated and installed per AITC and TPI and National Design Specifications for Wood Construction. 2. All structural wood members Shall have a minimum extreme fiber stress bearing (fb) of 1200 psi. 3. Unle55 otherwise noted, the following lumber grades shall be u5ed: a. Structural light framing 51ze to be 2x4 or 2xG, No. 2 or better I?. Stud Size to be 2x4 or 2x6 Stud Grade c. Structural J015t5 to be 2xG or wider, No. 2 or better d. Light framing to be 2x4 or wider, No. 2 or better 4. Plywood Sheathing shall be APA Structural I - Group I - Size span rating a5 shown on drawings. 5. All wood members exposed to weather or in contact with masonry concrete or 50115 shall be Pressure Treated. G. Contractor shall provide all fastener devlce5 015 required by Pre -Engineered truss package. Fa5tening- dev1ce5 5ubject to m015ture Shall be hot dipped galvanized to ASTM -1 53-80. 7. All metal connectlon5 and fabrications shall comply with A15C Specifications. 8. Solid block all J015t5 and rafters at polnt5 of support. HEADER STUD REQUIREMENTS I Header Stud: I' -G" to 4'-0" opening 2 Header Studs: 4'-0" to 0-0" opening 3 Header Studs: G' -O" to 12'-0" opening 4 Header Studs: 12'-0" to 18'-0" opening BEARING WALL NAILING REQUIREMENTS Plywood: Edge Line - I Od nail5 @ G" o.c. CI a S S i C 407-324-9437 DATE: NOTESEET D e s i g n 1 300 Magnolia Ave. I (/23/10 PORCH, BATHROOM, LAUNDRY RM. ADDITIONS Studio Sanford, Florida 1901 PALMETTO AVE., SAN FOLD 2 of 18 32771 Field 1 Od na115 @ 12" o.c. Shearwall: Edge Line - 8d na115 @ 3" o.c. Field 8d na115 @ G" o.c. Gypsum: Edge Line - 5d na115 @ G" O.G. Field 5d na115 @ 10" o.c. Gypsum Ceiling: 5d na115 @ G" O.C. CI a S S i C 407-324-9437 DATE: NOTESEET D e s i g n 1 300 Magnolia Ave. I (/23/10 PORCH, BATHROOM, LAUNDRY RM. ADDITIONS Studio Sanford, Florida 1901 PALMETTO AVE., SAN FOLD 2 of 18 32771 r L 25'-1 112" REMOVE EX15TING ROOF CANOPY CONC. PATIO SCREENED PORCH EX15TING HOUSE REMOVE EX15TING SCREENED PORCH AND CONCRETE 5LA5 UTI LITY SHED CARPORT REMOVE EX15TING 5HED AND CONCRETE SLAB AFTER CON5TRUCTION ON ADDITION 15 COMPLETE REMOVE EX15TING CARPORT ROOF AND CONCRETE 5LAB (SAW CUT AROUND 5HED) EX15TING MUDROOM WALLS AND SLAB TO REMAIN; REMOVE ROOF STRUCTURE OVER MUDROOM ONLY 51]"'E PLAN - PROP05ED D'EMOLl I ION 5CALE: 1/6" = 1'-0" POIACM, BATMKOOM, LAUNDRY ISM. ADDITIONS 1901 PALMETTO AVE., 5ANEORD EX15TING SITE PLAN PROP05ED DEMOLITION C I C! S S I C 407-324-9437 DATE: Design 1 300 Magnolia Ave. 1 1/23/10 Studio Sanford, Florida 32771 SCREENED PORCH EX15TING HOUSE REMOVE EX15TING SCREENED PORCH AND CONCRETE 5LA5 UTI LITY SHED CARPORT REMOVE EX15TING 5HED AND CONCRETE SLAB AFTER CON5TRUCTION ON ADDITION 15 COMPLETE REMOVE EX15TING CARPORT ROOF AND CONCRETE 5LAB (SAW CUT AROUND 5HED) EX15TING MUDROOM WALLS AND SLAB TO REMAIN; REMOVE ROOF STRUCTURE OVER MUDROOM ONLY 51]"'E PLAN - PROP05ED D'EMOLl I ION 5CALE: 1/6" = 1'-0" POIACM, BATMKOOM, LAUNDRY ISM. ADDITIONS 1901 PALMETTO AVE., 5ANEORD EX15TING SITE PLAN PROP05ED DEMOLITION 25'- 1 -1 /2" NEW PORCH ROOF OVER EXISTING I CONCRETE PATIO 0 Io IN 6'-0" EXISTING HVAC UNIT N XISTING DRIVEWAY — 0 01 14'-3" 15TING ELECTRIC METER t MAIN PANEL EXISTING HOUSE 10 N T) 36"X36" PAVER LANDING _ 118'-0" NEW 1 -STORY IADDITION EXISTING FENCE ON PROPERTY LINE TO REMAIN 1 A 1C C! S S i C 407-324-9437 DATE: 5' ET PORCH, BATF KOOM, LAUNDRY RM. ADDITIONS NEW 51TE PLAN Design 1 300 Magnolia Ave. 1 1/23/10 i Studio Sanford, Florida 1901 PALMETTO AVE., SAN FOLD 5CALE : 1/8" = 1'-011 18 32771 2) #5 BARS CONTINUOUS 112' ANCHOR BOLT @ 24" O.C. 4 ° VAPOR BARRIER 511 11-011 THICKENED 5LA13 FOUNDATION SCALE: 4" = I '-0" 4" CONCRETE SLAB VAPOR BARRIER a A2" NCHOR BOLT OR TT iiiIF1 5IMP50N MAS ANCHOR @ Lp N z 24" O.C. (BEARING), 48" NON—BEARING) 2) #5 BARS SLOPE PINI5H GRADE CONTINUOUS AWAY FROM 5LAB ONE-STORY FOUNDATION SCALE: 4" = I '-0" 8X I GX8 CMU COLUMN W/ FILLED CELLS 5 BAR W/ HOOK PATCH CONC. PATIO EXISTING CONCRE E PATIO a a 4 a CO 24"X28"X 18" CONCRETE PAD WL (3) #5 BARS EA. WAY J 0 PAD FOOTING DETAIL SCALE: 3/4" = P-0` EXISTING FOUNDATION - NEW SLAB/FOUNDATION —, 5 X 20" REDAR EPDXIED 7" INTO EXISTING CONC. °4 2 - #5 @ 12" EMBED INTO NEW FOOTINGS CONC. @ 18" O.C. MIN. @ NEW -OLD 51 -AB CONNECTION SCALE: 4" = I '-0" 21-011 411 11-4111_ /i 11 6411 VC NEWdO N N CMU Q COLUMN N O ABOVE OO z 0 0 z D O EX15TI N Gm CONCRETE Q PATIO SLAB O xX LU L_ SEE DIM5. ABOVE FRONT PORCH FOUNDATI.ON SCALE: 4" = I 1-011 SEE 5LAB CONNECTION DETAIL D, TYPICAL 4" CONCRETE SLAB W/ FIBER REINFORCEMENT OR GXG 1.4X 1.4 WWM OVER VAPOR BARRIER OVER TERMITE TREATED CLEAN, COMPACTED FILL 141-311 VERIFYI VERIFY LAV 7-] LAV 7'- 1 " 5'-5" 1 A i 01 I 3 I '-4" TYP . BATH ROOM4 LAUNDRY RM EO`U N DATI ON SCALE: 4" = I '-O" C I C S I C 407-324-9437 DATE: 5H C I r PORCH, BATHROOM, LAUNDRY RM. ADDITION5 FOUNDATION PLANS e S I g n 1 300 Magnolia Ave. I 1/23/10 / Sanford, lorida 5ANfORDEOUNDATIODETAIL5StudioAVE., 18 32771 m 0 N FRONT POOCH FLOOD PLAN NOTE: ACCESS TO ATTIC IN ADDITION SHALL BE THRU OPENING IN EXISTING ATTIC GABLE -IN END, MIN. OPENING 22" X 30". EXISTING ATTIC c O ACCESS IN HALLWAY SHALL REMAIN. SAW CUT OPENING IN EXISTING CMU WALL FOR NEW DOOR; FRAME OPENING W/ P.T. 2X8, ANCHOR W/ 3" TAPCON5 TO CMU @ 4" O.C. STAGGERED CONTINUOUS BOND BEAM ABOVE TO REMAIN) NOTE: HARDWOOD FLOORING IN LAUNDRY ROOM SHALL BE INSTALLED OVER 8" PLYWOOD OVER FELT PAPER ON CONCRETE SLAB MATCH EXISTING ELEVATION) EX15T1 NG TO REMAIN 2X4 FURRING @ CMU WALL I X2 FURRING @ CMU WALLS INFILL OLD WINDOW OPENING W/ CMU KEY EXISTING CMU WALL NEW CMU WALL / COLUMN rammumumma, NEW 2X4 LOAD-BEARING WALL NEW 2X4 INTERIOR WALL (B- 1 2) 141-311 O I 0\. BATHROOM Jl 4 tele I A ELEC. PANEL 4'-411 I Uj W CL05ET • a _ ALIGN N 4 ALIGN FACE OF SHEATHING W/ FACE OF EX15TING CMU WALL LA 24" W. 24" W. O CAB. FW D CAB. OKil 5'-1-1/4" 21 II LAUNDRY hardwood IO o FINISH OPENING _ O WIIERE DOOR 0 2 REMOVED N R.O. 4-112" 9'-G-3/4" BATHROOM * LAUNDRY RM. FLOOR PLAN Cl a S S I C 407-324-9437 DATE: 5ET PORCH, BATHROOM, LAUNDRY RM. ADDITIONS FLOOR PLANS Design 1 300 Magnolia Ave. I I/23/I0 II Studio Sanford, Florida 1 901 PALMETTO AVE., 5AN FORD 114 — I -0 18 32771 ALL /'/ EX15TI NGCMU^ WALLS, MFW/ H l .lt .NA i I INANII= Amn C\,I CTIA I/` E)/ -,-NC 1 CA C/`IA M Irl Classic Design Studio 407-324-9437 1 300 Magnolia Ave. Sanford, Florida 32771 Wf-5T f LEVA 1-1 ON SCALE: 3/8" = I'-0` 5OUTH ELEVATION SCALE: 3/8" = 1'-0" (NORTH SIMILAR) DATE: 5 ET i (/23/10 PORCH, BATHROOM, LAUNDRY RM. ADDITIONS FRONT PORCM 1901 PALMETTO AVE., 5ANFORD WEST N/5 ELEVATIONS'1 8I'm MATCH EXISTING ROOF SLOPE 12 MATCH EXISTING PA5CIA * SOFFIT W/ +/-5 CONTINUOUS SCREENED VENT MATCH EXISTING OVERHANG STUCCO OVER ELEVATION Of WOOD NEW SLAB AND FRAME FINISHED FLOOR TO MATCH EXISTING HOUSE NEW GABLE END LOUVERED VENT MIN. 1.5 5F NET VENTILATION AREA) LN STUCCO MID -WALL FLA51-11NG CONTROL JOINT 5/4X2 HARDIE-TRIM 0 03 SILL NOSING BY co o U WINDOW MANUF. U LINE OF INTERIOR FINISHED FLOOR CAST ELEVATION SCALE: 3/8 = 1'-0' TOP Of WALL 8'-0" EXISTING WINDOW STUCCO ON WIRE LATH OVER EX15TING CMU CI Ci SS C 407-324-5437 DA T C: DATf1 * LAUNDRY 51-ICCT e S i g n 1 300 Magnolia Ave. I 1/23/10 POIACN, DATI-IROOM, LAUNDRY RM. ADDITIONS Studio Sanford, florida 130 1 PALMETTO AVE., 5AN PO RD EAST ELEVATION 9 of 18 32771 NEW ROOF TEAR BACK EXISTING SHINGLES AND FELT PAPER; LAP NEW FELT MIN. G" AND WEAVE NEW SHINGLES INTO OLD REMOVE F— 7 WINDOW INFILL W/ CMU — STUCCO ON WIRE LATH OVER EXISTING CMU CONTROL JOINT -- 5/4X2 HARDIE-TRIM STUCCO OVER WOOD FRAME o p ASPHA SHINGI MATC I- ROO F Hod EXTE COF BEAT LINE OF I FINISHEE NEW ROOF NEW WALLS NEW WALLS ROUT.CLFIV T i N NO Ki H ELEVATION SCALE: 3/8 = 1'-0" SCALE: 3/8" = 1'-0" Cl s S I C 407-324-9437 DATE: I (/23/10 POI C1 1, BATNI OOM, LAUNDRY ISM. ADDITIONSDesign1300MagnoliaAve. Studio Sanford, Florida 1901 PALMETTO AVE., 5AN FORD 32771 DATMKOOM/LAUNDRY NORTH * 50UTN ELEV5. 5 ET ' V-1 18 DOWEL LAPPED W/ WALL REINF. r 111 GROUTED CELL #5 CORNER BAR I A BOND BEAM CORNET DETAIL SCALE: 3/4" = 1'-0" w z m STD. BOND N z 0 w HOOK BEAM U EMBED, PER I STD. HOOK 203.3.3 - >/ LUz FOOTING REINFORCING m U 0 ONE-STORY MASONRY WALL NOT TO SCALE EXISTING (FRONT WALL OF HOUSE) 5 REBAR EPDXIED G" INTO EXISTING WALL 5 BAR FROM LINTEL FO FTG. IN FILLED CELL 12" - #5 BAR EPDXIED INTO EXIST. @ 32" O.C. NEW 8X I GX8 PORCH COLUMN gCMU TO CMU CONNECTION SCALE: 3/4" = 1'-0" BLOCKING BETW. JOISTS 1/2" GYPSUM BOARD TYPICAL EA. SIDE @ CEILING 30# FELT BELOW PLATE 2XG CEILING JOIST @ I G" OC, LAP @ BEARING WALL DBL. TOP PLATE W/ SIMP50N MTS 1 G @ EA. LAPPED PAIR OF JOISTS 2X4 STUD @ I G" O.C., 5P4 EA. STUD TOP * BTM. P.T. SILL PLATE W/ 2' ANCHOR BOLT @ 48" O.C. ASPHALT SHINGLES OVER 30# FELT TO MATCH EXISTING ROOF SLOPE: 5/8" PLYWOOD SHEATHING '10. 5: 1 2 INSULATION BAFFLE°C 01NSULATION IX8 FASCIA 3 2X6 P.T. SUB -FASCIA W/ DRIP EDGE — SEE A- 22 -,k- FOR SAVE DETAIL @ VERT. REINF. GABLE END IN GROUTED n CELL MATCH EXISTING CLEANOUT REQ'D. SIMPSON 51`2 @ 32" O.C. SOFFIT W/ FOR GROUT LIFT Q SCREENED VENT 5 FT. UNLESS FOOTING DWL. IS N NOT REQUIRED EMBED, PER I STD. HOOK 203.3.3 - >/ LUz FOOTING REINFORCING m U 0 ONE-STORY MASONRY WALL NOT TO SCALE EXISTING (FRONT WALL OF HOUSE) 5 REBAR EPDXIED G" INTO EXISTING WALL 5 BAR FROM LINTEL FO FTG. IN FILLED CELL 12" - #5 BAR EPDXIED INTO EXIST. @ 32" O.C. NEW 8X I GX8 PORCH COLUMN gCMU TO CMU CONNECTION SCALE: 3/4" = 1'-0" BLOCKING BETW. JOISTS 1/2" GYPSUM BOARD TYPICAL EA. SIDE @ CEILING 30# FELT BELOW PLATE 2XG CEILING JOIST @ I G" OC, LAP @ BEARING WALL DBL. TOP PLATE W/ SIMP50N MTS 1 G @ EA. LAPPED PAIR OF JOISTS 2X4 STUD @ I G" O.C., 5P4 EA. STUD TOP * BTM. P.T. SILL PLATE W/ 2' ANCHOR BOLT @ 48" O.C. ASPHALT SHINGLES OVER 30# FELT TO MATCH EXISTING ROOF SLOPE: 5/8" PLYWOOD SHEATHING '10. 5: 1 2 INSULATION BAFFLE°C 01NSULATION IX8 FASCIA 3 2X6 P.T. SUB -FASCIA W/ DRIP EDGE — SEE A- 22 -,k- FOR SAVE DETAIL @ L 2X6 CLG. JOIST @ I G" O.C. GABLE END DBL. TOP PLATE MATCH EXISTING SIMPSON 51`2 @ 32" O.C. SOFFIT W/ OR 5PH4 @ EA. STUDSCREENEDVENT HEAD FLASHING DBL. 2X6 HEADER ABOVE WINDOW TRIM SEE ELEVATION) WINDOW PER PLAN SCHEDULE PLAN SYMBOL DO I NT.. LOAD --BEAM NG WALL 5ECTI ON SCALE: 3/4" = 1'-0" TRADITIONAL 3 -COAT STUCCO OVER PAPER -BACKED LATH OVERLAP WEEP SCREED) J=2X SUB SILL O 03 1/2" GYP. BOARD @ WALL t- CEILING 112" CDX PLYWD. OR 7/1 6" OSB W/ 2X4 @ 16" O.C. HOU5EWRAP OR (SPRUCE/PINE/FIR) 15# FELT MIN . R- 13 PAPER -FACED BATT INSULATION 5IMP50N 5P 1 @ EA. STUD OR 5P4 @ 32" O.C. — WEEPSCREED — s P : SILL PLATE W/ T' A. b. OR 51MP50N MAS ANCHOR @ 48" O.C. W/ FOAM SILL SEALER BELOW a a a 9 BOTTOM OF v ° SHEATHING OVERLAPS FOUNDATION MIN. 1/2" e 0 EXTERIOR WALL 5ECTION SCALE: 3/4" = 1'-0" E 117 C I O S S 1 C.; 407-324-9437 DATT L: ET Desi n 1300 Magnolia 1/23/10 POOCH, BATHROOM, LAUNDRY RM. ADDITIONS WALL SECTIONS I g Ave.. Studio Sanford, Florida 190 I PALMETTO- AVE., SAN FORD CMU DETAILI g 32771 5/8" PLYWD. SHEATHING 2X4 WIND BRACE @ RIDGE * @ 8'0.C. MAX. TO 3RD TRUSS; SECURE ENDS W/ 51MP50N A-34 CLIP, TYP. 2X OUTLOOKER @ 24" O.C. W/ A-34 CLIP GABLE END FRAMING P50N 5TRAT I @ 48" O.C. 2" DRYWALL 51MP50N 5P2 CONN. CEILING @32" O.C. TO DBL. TOP L. NAIL G- I Od TO STUD, 2X4 BLKG. @ 48" O.C. G- I Od TO DBL. TOP PL. O GABLE END BRACING DETAIL WINDOW * DOOR INSTALLATION WOOD I=RAME): FOLLOW MANUFACTURER'S SPECIFICATIONS FOR ROUGH OPENING DIMENSIONS AND ATTACHMENT TO WOOD FRAMING. USE FLASHING TAPE AND URETHANE CAULK @ ALL JOINTS 2) 1 Od COMM. 2X4 BLOCKING @ CEILING JOISTS, 24" O.C. MIN. TYPICAL 2X4 #2 SPF STUDS @ 1) I Gd COMM. THRU 24" O.C. SINGLE TOP PL. — WALL PARALLEL TO FASTEN SILL PL. W/ 1/4" X CEILING 3-1/2" TAPCONS @ 12" O.G. STRU STU RE NON-BEARING WALL DETAIL DBL. TOP PL., MIN. 48" SPLICE LAP W/ 1 2-1 Od 51MP50N 5P2 @ 32" O.C. OR- 5PH4 @ EA. STUD OR 2xG RAFTER @ I G" O.C. TYPICAL 51MP50N MTS 1 2 51MP50N LSTA I G 51MP50N L5TA24 1/2' A.B. @ 24" O.C. WITHIN G" OF SILL PLATE CORNER #2 PT TYPICAL OPENING - SEE SCHEDULE 51MP50N SPH4 w/ 1 2- 1 Od ea. @ EA. FULL HEADER STUD OC BEARING WALL DETAIL 51MP50N LSTA I G 51MP50N L5TA24 SIMPSON 5P I @ 32" O.C.. -OR- 5PH4 @ EA. STUD Cl(J- S S I C 407-324-9437 DATE: J ET e S I g n 1 300 Magnolia Ave. I 1/23/10 PORCH, BATHROOM, LAUNDRY RM. ADDITIONS TYP. FRAMING DETAILS Studio Sanford, Fli ncla 190 I PALMETTO AVE., SAN FORD NOTES 2 I g 77 L 1 U s s I C 407-324-9437 DATE I (/23/10 PORCH, BATHROOM, LAUNDRY RM. ADDITIONS ROOF PLAN Design 1 300 Magnolia Ave. s Studio Sanford, fflorida 1901 PALM ETTO AVE . , SAN FORD SCALE: 1/4" — 1'-011 O>= 18 32771 B- 16 PROVIDE 2X4 BLOCKING TO REMAIN BETWEEN TRU55 BOTTOM TRU55E5 @ 24" O.C. I I I I I I I CHORDS @ 48" O.C. MAX. 3 TOTAL) 2X8 RIDGE BOARD I I I A- I G 1 1 1 1 1 1 2XG 3'-4" I I '-O" OVERHANG I I I 14'-3" 5IMP50N MTS 1 2 @ 2XG BARGE EA. RAFTER END RAFTER EXISTING 2) 2XG BEAM W/ 1/2" 2S111= PLYWD. TO OUTSIDE PLYWD. TO OUTSIDE, t W/ 51MP50N LUC2GZ HANGERS @ EA. END 2XG RAFTER AND 2XG CEILING JOIST 51MP50N I I I I 2XG LEDGER BOARD AT @ I G" O.C. EXISTING MTSM I G SIMPSON MTS 12, -- _ _ EXISTING GABLE END PROVIDE 2X6 BLOCKING OVERHANG EA. END BETWEEN J015T5 @ EXISTING BEARING WALL * @ 48" REAR ADDITION I Ln TO REMAIN O.C. MAX. 407-324-9437 IIIIIIIIIIQo cv EXISTING ROOF ffRAMING PLANS PRE-ENGINEERED TO REMAIN TRU55E5 @ 24" O.C. I I I I I I I 3 TOTAL) 2X8 RIDGE BOARD I I I A- I G 1 1 1 1 1 1 2XG R I I I I I I I I I m 2XG LEDGER@2) 2X6 BEAM W/ 112" EXISTING 15-15 PLYWD. TO OUTSIDE GABLE END SEE NOTE ABOVE) M ATC H 51MP50N EXISTING MTSM I G SIMPSON MTS 12, -- _ _ OVERHANG EA. END EACH END PORCH ROOF TAMING PLAN REAR ADDITION ROOF FRAMING PLAN i C l a S S i C 407-324-9437 DATE: PORCH, BATHROOM, LAUNDRY RM. ADDITIONS ROOF ffRAMING PLANS S ET Design 1 300 Magnolia Ave. 1 23 10 Sanford, Floria I/4 IStudiO - 01I 1 8 32771 PORCH CEILING BEYOND ARCHED OPENING SCISSORS TRUSS 4)2XGPL"ATE BLOCK AS REQUIRED EXISTING SLAB OF HOUSE 0'-0" BUILT-UP FRAMING TO CREATE ARCHED OPENING, SEE DETAIL AT RIGHT NEW CMU COLUMN @ EACH END O O COVER TRUSS, BEAM * BLOCKING W/ 2" SHEATHING EVEN W/ FACE OF CMU COLUMN (UNDERSIDE OF Q ARCH 3/8" SHEATHING), FINISH ALL W/ STUCCO OVER LATH EXISTING PATIO 2'-0" 1 G'- I O" rRON I POKCH' FRAMING SCALE: 3/8" = 1'-0" C c s s I C 407-324-9437 ' DATE: Design 1 300 Magnolia Ave. 1 1/23/10 Stud I O Sanford, Florida 32771 1211 2'-0" PORCH, DATNIROOM, LAUNDRY RM. ADDITIONS 1901 PALMETTO AVE., 5ANFOLD PRE -ENG. SCISSORS TRUSS @ 24" O.C. g FRAMING DETAIL SCALE: 3/4" = 1'-0" FRONT PORCh 5 EET l° FRAMING DETAILS12101f 18 SET TRU55 BACK 112" FROM CMU PEAK OF TRUSS BOTTOM CHORD 2X4 BLKG. BET. TRUSSES x' @ 24" O.C. 2X4 FRAMING @ 24" O.C. PORCH 112" EXT. PLYWD. CEILING I W/ LATH STUCCO 3)2XG W/ 5/8 L5TA 12 ; I PLYWOOD, STAGGER J OI NT5 4)2XGX 12" PLATE (RIP TO 5--L" W.) 75,E 8 12" ANCHOR 1 BOLT CMU COLUMN W/ FILLED CELLS g FRAMING DETAIL SCALE: 3/4" = 1'-0" FRONT PORCh 5 EET l° FRAMING DETAILS12101f 18 2XG RAFTER @ I G" O.C. 5/8" PLYWD. W/ L5TA 12 STRAP @ RIDGE 5HEATHING 2X8 RIDGE BOARD —, EXTEND RIDGE BOARD NOTCH @ O.H. FOR SOFFIT DRIP EDGE 2XG BARGE RAFTER W/ I X8 FASCIA SOLID SOFFIT RAKE WALL STUDS ALIGNED W/ STUDS BELOW 2" SHEATHING OVERLAPPING DBL. TOP PLATE @ INTERSECTION OF WALLS 51MP50N L5TA24 @ 48" O.C. 2XG CEILING JOISTS @ 16" O.C., OVERLAP @ BEARING WALL LOO 1= SLAM I N G DETAIL (REAL) SCALE: 3/4" = 1'-0" EXISTING GABLE END (NO OVERHANG) 51DEWALL FLA5HING - SLIP BEHIND EXISTING FASCIA PRE -ENG. 5C1550R5 TRU55 @ 24" O.C. 5/8" PLYWOOD SHEATHING W/ 30# FELT A5PHALT 5HINGLE5 DRIP EDGE A A/ FASCIA - MATCH EXISTING SOLID SOFFIT PEAK OF TRU55 W j / BOTTOM CHORD O z O DBL. 2XG I BEAM OO z w i I BLOCK 5HEATH 1 COVER BEAM A5 REQ'D. BLOCKING W/ 2 SHEATHING EVEN W/ FACE OF CMU COL., NEW CMU COLUMN FINISH W/ STUCCO OVER LATH I i B ROOF SLAM i NG DETAIL (FRONT) 0 SCALE: 3/4" = P-0" U I a Ss 'IC 407-324-9437 DATE: 5ET PORCH., BATHROOM, LAUNDRY RM. ADDITIONS ROOF FLAMING DETAILS Design 1300 Mag11/23/10noliaAve. , Studio Sanford, Florida 1901 PALMETTO AVE., SAN FORD OPENING 5CH EDU LE 1 8 32771 WALL OPENING SCHEDUI E ID TYPE QTY. R.O. HEADER N.O.A. NOTES 1 EXT. DOOR 3068 WOOD/GL 1 38" X 82- 14" 2-2X6 e4-t622tt- JE' 9 VV 10 LITE FRENCH DOOR 3. e 2 EXT. DOOR 2668 WOOD/GL 1 32" X 82- 14" 2-2X6 94.4622- JE'L&-WEN 10 LITE FRENCH DOOR 3 INTER. DOOR 2868 WOOD 1 34" X 82- f4" 2X8 PT EXISTG. BOND BEAM ABOVE 4 INTER. DOOR 2668 WOOD 1 32" X 82- 14" 2X4. FLAT CLOSET A AWNING WINDOW 3'-0" X 1'-5" 1 36-3/4"X17 3/4" 2-2X6 10929.1 JELD-WEN ALUMINUM -CLAD WOOD EXISTING GABLE END (NO OVERHANG) 51DEWALL FLA5HING - SLIP BEHIND EXISTING FASCIA PRE -ENG. 5C1550R5 TRU55 @ 24" O.C. 5/8" PLYWOOD SHEATHING W/ 30# FELT A5PHALT 5HINGLE5 DRIP EDGE A A/ FASCIA - MATCH EXISTING SOLID SOFFIT PEAK OF TRU55 W j / BOTTOM CHORD O z O DBL. 2XG I BEAM OO z w i I BLOCK 5HEATH 1 COVER BEAM A5 REQ'D. BLOCKING W/ 2 SHEATHING EVEN W/ FACE OF CMU COL., NEW CMU COLUMN FINISH W/ STUCCO OVER LATH I i B ROOF SLAM i NG DETAIL (FRONT) 0 SCALE: 3/4" = P-0" U I a Ss 'IC 407-324-9437 DATE: 5ET PORCH., BATHROOM, LAUNDRY RM. ADDITIONS ROOF FLAMING DETAILS Design 1300 Mag11/23/10noliaAve. , Studio Sanford, Florida 1901 PALMETTO AVE., SAN FORD OPENING 5CH EDU LE 1 8 32771 CONNECT NEW FLEX DUCT TO EXISTING HVAC DUCTWORK CAP EXISTING HOSE B1D EX15T1 NG TO REMAIN CONNECT NEW FLEX DUCT TO EXISTING HVAC DUCTWORK EXISTING TANKLESS WATER HEATER TIE-IN NEW SANITARY DRAIN LINES TO EXISTING SEWER LINE MM&TIMPT070 LAUNDRY TIE-IN NEW WATER LINES TO EXISTING WATER HEATER ABOVE CEILING NEW SHUT-OFF VALVE EXISTING WATER LINE NEW HOSE BIBS NEW DRYER VENT HVAC NOTES EXISTING HVAC UNIT (NEW IN 2010) IS 2.5 TON CAPACITY. TOTAL AREA UNDER HVAC, INCLUDING NEW ADDITION, IS 1 , 1 1 1 SQUARE FEET. SEE NEW SITE PLAN f=OR LOCATION OF EXISTING HVAC UNIT. Tf C I Cl S S I C 407-324-9437 DATE: 5 ET 1 1/23/10 PORCH, DATHROOM, LAUNDRY RM. ADDITIONS PLUMBING - HVAC PLAN Design 1 300 Magnolia Ave. Studio Sanford, Florida 1901 PALMETTO AVE., 5AN FORD 3/8" = 1'-O" 16 32771 LEGEND SEE NEW 51TE PLAN FOR LOCATION OF ELECTRICAL METER AND MAIN PANEL DUPLEX RECEPTACLE WEATHERPROOF DUPLEX wp RECEPTACLE . MAINTAIN MD P30" W. X GFCI DUPLEX RECEPTACLE 3C° CFC CLEARANCE F 220 VOLT RECEPTACLE IN TONT 220V OF EXI5TIN'G F BATHROOM 5UB-PANEL TELEPHONE OUTLET EF vv/ ING VAAI NNEW CONNECT I LIGHT Tv CA13LE/5ATELLITE OUTLET CIRCUITS TO EX15TING CLOSET I o SINGLE POLE SWITCH SPARE O BREAKERS ff 3 THREE-WAY SWITCH 2 Yc 48., LIGHT FIXTURE EXISTING W D TO REMAIN LAUNDRY RECESSED LIGHT FIXTURE KD WALL MTD. LIGHT FIXTURE r MD SECURITY LIGHT W/ MOTION