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HomeMy WebLinkAbout1904 W 4 StRECEIVED 1 CITY OF SANFORD PERMIT APPLICATION JUN 13 2007 Application # :_ �d ® Submittal Date: r� Job Address: CJ L✓ Value of Work: $ 7t C)t7 Parcel ID: Zoning: Historic District: I Description of Work: ��w /PiOltff7. ✓ Square Footage: 3&zy •• • • • • •• • Permit Type:Building-' Electrical ❑ / Mechanical ❑ Plumbing ❑ • Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial ❑ Industrial ❑ # of Gas Lines Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ... . 6666... ........................................... ........ ............................ Property Owner: ,/¢Contractor:G� Address: /C%D �% li/t�l Address: A/30 �d / )/ 32-77/ 7�—��/ PhonO; �Fp --3% E-mail: Pyy�hohe:737-2i29 State License Number:SC''/.3/��/�D0 Bonding Company: Address: Mortgage Lender: Address: Arch itect/Enginee r�� Lis .� Phone: / Address/0. gO,ra?/y36�'; sa�r% D.�Y/ )� 3%/li` es Fax- Plan Review Contact Person: piCl�S ��>'Ire Phone: !e7-777- Fax: %7 `79-371(l E-mail: - Application is hereby made to obtain a permit to do the work and installations as indicated. l 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 pro that may be fo nd in the public records of this county, and there may be additional permits required from other governmental entities such as water ma ement districts, state encies, or federal agencies. k.cc4eptanermit is verification that I will notify the ow of the prope of o a- le aw, FS 713. 4/3/a 7r Si ture ofnt \ _( Date Sig ture of Contrac ent a Date Pnn n / g nt's Name Print ontr to /A s Name Signature of N Ow�ner/ gent isL Produced ID of Florida Date W9469.6.464 ............. as ....... ERIK D. MUNOZ C"M OOtiMM � t0a7A00t! M"W'MltmrMMM..Mie : APPROVALS: ZONING:/' S 0 % UTIL Special Conditions: Rev 07.07 FD: Signature o '3@arf to 1M. WTA. MY COMMISSION # DD629096 gaF EXPIRES: February 25, 2011 OF 1-500.7•NOTARY FI. Notary Discamt Assoc. Co. Contractor/Agent is — pffyoly KnowVj [y)e�1r Produced ID ENG: BLDG: 6 gSloi P% Permit Number Parcel Identification Number,4 /� - 6 - � .tq -- &7oe�) - -W rl Prepared by: Return to: NOTICE OF COM ENCEMENT State of G County of ,7&���—�. '(`,.�✓`, iloll I1111I II illIIIIItt0mill mill I01111loll MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 8K 06725 pq 1405; (1pg) CLERWI S # 200708719G RECORDED 06/13/2007 06;32:38 AN RECORDING FEES 10.00 RE11IRDED BY T SNith ,r- C RT.IFIEO; COPY iV1AR Y p�INE ®RSE T COURT �,tRr CLERK �Fa ; y, >; LORIDA BY of The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in ac - ance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descripti n of rope ty (legal desc� p �i n of the property, and street address if available) sr yr %°n � l 2 V VXf2r. F3 a t ne�/ adcprhoimnt(2. eproven) .���u 3. Owner information .J Name rl �E�� r�C Telephone Number t5/0 7� 3 �j 72- ,c-2-1 �'4. Address I�FcK Fax Number Interest in Property: 4/ Fee Simple Title Holder (if other than owner shows above) / Name Telephone Number Address Fax Number "dontractorc �c ( Ldress ,A,,—Name r ` 32 Surety (if any) Name Address 7. Lender (if any Name dress 321- 377- 3 34.o Telephone Number Fax Number Telephone Number Fax Number Amount of bond $ _ Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (if expiration date is one year from the date of recording unless different date is specified): Date Signed Signature o4Ower (Nte: per 713.13(1)(g), "owner must sign ... and no one else may be permitted to sign in his or her stead." Swor"o and subscri0ed before me this y<4day of 20 0-7 by known to me O _ Signature of Notary 23-20 (9/04) ,^rte produced _ as identification. who is k--1 personally �ouun..uu.............................. � ERIK D. MUNOZ SEAL i wu t�ooHu�+xa+ Rkride �Aa N �.s NOTE�_ lik Qpsmae Color 3" Insulated roof Gutter/ Downspout Charcoal Screen, 18 x 14 Design at 120 MPH Wind Zone v411�h, A/-4W1/'/4WL to B o \ce. �A N 09\0 .6e cO Key to ge V.a �ovC( s,O.�\Oev' \ \09\\e 6e,, acy a, 6 LEFT II 91 HOST STRUCTURE it .Meting Concrete Slab 1 1. �- �-vjl FRONT - Header 3" Composite; Valance —Gu r .1c GHT =MI 1430 ADDIE AVE.DATE: ORL FL 32818 SCC 1149900 �c302 -7 7/ �1 ALUMINUM SVCS CORP. ire 3" Composite; Valance —Gu r .1c GHT =MI 1430 ADDIE AVE.DATE: ORL FL 32818 SCC 1149900 �c302 -7 7/ �1 ALUMINUM SVCS CORP. Design Check List for Screen / Vinyl Room (Page 1 of 2) 1. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Sup ments, Chapter 20, ASM35 and The 2000 Aluminum Design Manual Part 1-A & II -A; Exposure '8'_y or or'D'_;Importance Factor 0.87 for 100 MPH and 0.77 for 1Z7, H and higher, 120 MPH or/ MPH for 3 second wind gust velocity toad; Basic Wind Pressure Design Pressures for Screen / VinylR oms can be found on page 3A4i: a. 'B' exposure = PSF for Roofs & J3�PSF for Walls b. 'C' exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For'C' exposure design loads, multiply 'B' exposure loads by factors in tables. 2. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. �onctorith4ff-0Phone: �7 73%'" � 9 a — / o "ze Na`(please print) 3 al 77 � 73:45 CQ -e-0, Date: C 7 Cont ignature r'41 .J 3-2-77,1 Job Nam & Ad Note: Projection of room from host structure shall not exceed 16'. 3. Building Permit Application Package contains the following: Yes No A. Project name & address on plans ..................... ... .. ................ B. Site plan or survey with enclosure location ............. ....... ........... ... C. Contractor's / Designer's name, address, phone number, & signature on plans .... — D. Proposed project layout drawing @ 118" or 1 /10" scale with the following: 1. Plan view with host structure area of attachment, enclosure length, and ........ projection from host structure 1/ 2. Front and side elevation views with all dimensions & heights — 3. Beam span, spacing, & size ... .. ....... ................ . ..... . .... .... J� — (Select beam size from appropriate 3AA series tables) 4. Upright height, spacing, & size . .. .. . .... ............... .. .............. (Select uprights from appropriate 3A.2 series tables) (Check Table 3A.3 for minimum upright size) 5. Chair rail or girts size, length, & spacing ..................................... v (Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size ........ , .. (Check Table 3A.3 for knee brace size) 4. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & pudin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... — Section 3 tables used:"EWED Beam allowable span conversions from 120 MPH wind zone, 'B' EXpoNae tdo i MPH wind zone and/or'C' Exposure for load width, i Look up span on 120 MPH table and apply the following formula` IT" U � eAFORD Span / Height r Required Span @ 120 MPH i @CMPH �(b or d) x (b or d) x/- (b or d)= Wind Zone Multiplier ** J I Exposure Multiplier ** * Must have attended Engineer's Continuing Education Class within the past two years. ** Appropriate multiplier from Page 3A4i and Page b-15. b7 . . A Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights (Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH OMPH _(b ord)x% (b ord)A (b or d)=lVt f Wind Zone Multiplier ** I Exposure Multiplier *' Notes: ** Appropriate multiplier from page 3A -ii and Page b-15. b-8 9 :°� N r � E. V U L A A53 Yes No C. Table 3A.3 with beam & upright dombination if applicable ............ .. . . . --- ..D. D. Connection details to be used such as: � 1. Beam to upright— ... ............ ... ........... ........... 2. Beam to wall .. .... . .... . .............. ...... = 3. Beam to beam ........................ .... .. ... .... ...... — 4. Chair rail, purlins, & knee braces to beams & uprights ............ 5. Extruded gutter connection ........................ . . ... ... . . ... ....... — 6. U -clip, angles and/or sole plate to deck . . ... ... ....... — E. Foundation detail type & size — Notes: ** Appropriate multiplier from page 3A -ii and Page b-15. b-8 9 :°� N r � E. V U L A A53 I SITE EXPOSURE EVALUATION FORM I---- --- --- --- • - ---- ----- -- -- -- 1 I I QUADRANT[ I 1500' EXPOSURE _ I I I I - - - - 1500' - I 600' I QUADRANT IVI 40' I QUADRANT 11 - 600' 60U -� i EXPOSURE _ I 40, I EXPOSURE _ i 600' 1500'-�.-- I I I I QUADRANT 111 1500' EXPOSURE _ I - I I I I L-.--.-- -- -- -- -- -- -----------.J NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1"= 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS'B', 'C', OR'D' EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. -X3. NO SHORT TERM CHANGES IN B , 2 YEAR BEFORE SITE�EVALUATION'AND BU.ILD'�' OUT WITHIN 3 YEARS, SITE WILL BE'B'� 4. FLAT, OPEN COUNTRY, GRASSLANDS, PQNDSAND OEA CN OR SHORELINES�IN ANY QUADRANT FOR GREATER THAN�J.6809FI3ET.�"�irvRu EXPOSURE D: FLAT, UNOBSTRUCTED AREAS EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. � q SITE IS EXPOSURE'UAT D BY GAJ ��la DATE: � '/il SIGNTUR LICENSE #:,SCC //yfyoo b-14 CONVERSION FACTOR TABLE Load Conversion Factors Based on Mean Roof Height from Exposure "B" to "C" & "D" * Use larger mean roof height of host structure or enclosure Multipliers only apply to members when spans / heights are controlled by wind pressure, not by point load. bA 5 PLANO Vj Em CITY � 0�r i 1'� F rr 0 R D "',� 1 Exposure "B" to "C" Exposure "B" to "D" Mean Roof Height* Load Conversion Factor Span Multiplier Load Conversion Factor Span Multiplier 0-15, 1.21 0.91 1.47 0.82 15'.20- 1 1.29 0.88 1 1.54 0.81 20'-25- 1.340.86 1.60 0.79 25--30' 1.40 0.85 1.61 0.79 * Use larger mean roof height of host structure or enclosure Multipliers only apply to members when spans / heights are controlled by wind pressure, not by point load. bA 5 PLANO Vj Em CITY � 0�r i 1'� F rr 0 R D "',� 1 i SCREEN,. ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLE 3A.l.; SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR %- FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) I TYPICAL GABLE SOLID ROOF ENC SCALE: N.T.S. -397-11 3; FLORIDA SCREEN ROOMS, LLC. Lawrence E. Bennett, P.E. FL # 16644 1430 ADDIE AVE. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 ORL FL 32818 SCC 1149900 TELEPHONE: (386) 767-4774 FAX (386) 767-6M wx4.. .���� � � � S"✓s� S � pp y R A 2.eWs+M 1 C. .! © COPYRIGHTZW4 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-1 j SECT SIZE (ELEVATION NOTES: 1. ANCHO AND 1111% 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW` FOR MAX. H' / UPRIGHT HEIGHT h / • I () 1x2 MIN. 3-1/2' SLAB ON GRADE VARIES ,�• OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37,38,39) (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) AND UPRIGHTS (SEE TABLES) O.H. SOLID ROOF 'LW LOAD WIDTH FOR ROOF BEAM �'P/2' 'P/2' NO MAXIMUM B OR GRADE) �F— VARIES VARIES 'P' VARIES ALTERNATE CONNECTION FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) W zcr. Co U N P = PROJECTION FROM BLDG. LW = LOAD WIDTH 1' x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4' CONCRETE FASTENER MAX. OF 2'-0" O.C. 162 EACH SIDE OF UPRIGHT ANCHOR 1' x 2" TO WOOD WALL W/ #10 x 2-1/2' S.M.S. W/ 3 OR #10 x 2-1/2' WASHER HEADED SCREW 2'-0' O.C.. ANCHOR BEAM AND COLUMN .LY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS a EACH POINT OF 2. SELECT RONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT 4CREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHOR BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVER ION: 1100-1231 130 1 140 150 #8 1 #10 1 #12 #12 TYPICAL SCREEN ROOM—t SCALE: 3/16• =1'-0' Lawrence E. Bennett, P.E. FL # 16644" CNK GINEER - DEVELOPMENTCONSULTANT P.O. E OX 214388, SOUTH DAYTONA, FL 32121 CITY OF SANFORD TELEPHONE (388) 7674774 FAX: (388) 767-6558 PAGE 3A-2 © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BEI'mm. P.E SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2' S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4"x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3"= 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA #8 x 1/2" S.M.S. SPACED - @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS V/ ROOF PANEL TO WALL DETAIL SCALE: 3"= V-0" ROOF PANEL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS- SUB -FASCIA AND THOSE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN MUM 1 -- SHALL HAVE DOUBLE AREAS WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE BABOVETH ANCHORS APPROPRIATE FOR THE MATERIAL AREBASED ON A LOAD FROM 1 0 M.P.H. OR SBC CONNECTED TO. THE ANCHORS DETAILEDOVE SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -123Ri� 40 K#12 #812 a? Lawrence E. Bennett, P.E. FL # 16644 PLANS�r CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (366) 767774 0"- zA*NF^RD FAX: (386) 7676556 ION, PAGE I © COPYRIGHT 2004 7.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION17 ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH 1" MINIMUM EM 3EDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TR S OR RAFTER #10 x 1-1/ " S.M.S. (2) PER RAFTER OR TRUSS TAIL #10 x 3/40M.S. @ 12" O.C. (STING FASCIA SOLID, ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS FO MASONRY USE 1/4" x -114" MASONRY NCHOR ORE UAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HT STRUCTURE: WOOD FRAM , MASONRY OR OTHER ONSTRUCTION SEALANT r--- HEADER (SEE NOTE BELOW) ROOF PANEL TO FASCIA DETAIL SCALE: 3" =1'-0" ROOF PANEL TO WALL DETAIL SCALE: 3" =1'-W e ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/ 2"SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED A A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrenc a E. Bennett, P. E. FL # 16644 U 6y—%2 'Q w 9 CIVIL ENGINEER -DEVELOPMENT CON&LTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 SANFORD TELEPHONE: (386) 767-4774 ITY OF FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTIO 1/4' x THROUGH LOCK INTO FI ALTERNATE SCREENEDE BRICK STRUCTI. 1' WIDE x 0.01 Q EACH POS, FOOTIN( S.M.S. STRj (1)1/4' x 1 FLAT Notes: 3A in RAWL TAPPER 1' x 2' AND ROW RST COURSE OF BRICKS :ONNECTION OF VCLOSURE FOR )R OTHER NON- ZAL KNEE WALL r THICK STRAP FROM POST TO W/(2)#10x3/4"' P TO POST AND 3/4' TAPCON TO \B OR FOOTING K KNEE WALL MIN. SLOPE TYPE I )PE / NO FOOTING 0-2"/ 12' SCREEN, ACRYLIC $ VINYL ROOMS r co d77f • D FOUNDATION FC SCALE: 3/4' =1'-0' ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4' (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 7 COVER (TYPICAL) . R SCREEN WALLS 3-1/2" (TYP. (1) #5 BAR CONT. ALL SLABS) e 8' TYPE II MODERATE SLOPE FOOTING 2' / 12" - V-10' 4' MIN. (2) #5 BAR CONT. . . ' :v d +`-12"---A TYPE IN STEEP SLOPE FOOTING > 1'-10' 1. The foun lations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 7 � CIM f��n.l.a •nw ..I.wll L. ,1--�J .e r s • e slab dation, Aral, be waale d u- uebns, roots, and compacted prior to placement of concrete. 3. No footin other than 3-1/2' (4' nominal) slab is required except when addressing erosion until the projection from the iost structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 -10 x 10 welded wire mesh or crack cor trol fiber mesh: Fiberrnesh a Mesh, InForceTm e37m (FoFmerly Fibermesh MD) per maufacturees specifics on may be used in lieu of wire mesh. 5. If local bu Iding codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See add' 'onal detail for structures located in Orange County, FL) i 6. If a carriei beam or fourth wall frame is required use a Type 11 footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4' =1'-0" 1 Lawrence . Bennett, P.E. FL # 16644 1 X47 'q Vl 0' ` ' `7 410 V W' €-- 60 CML 8Y 31NEER-DEYELOPMENrCONSULTANT P.O. X ELEPH, SOUTH DAYTONA FL 32121 c'-2:11TY SANFORD TELEPHONE (388) 767-4774 FAX: (386) 767.6556 PAGE 3A-38 © COPYMHT2m NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 3A ISCREEN, ACRYLIC & VINYL ROOMS ALTER TE CONNECTION D AIL 1" x 2" WITH (3) #10 x -1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO CONCRETE SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN — 6",OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-10 SLAB 2500 PSI CONC. 6 x-10 x 10 W.W.M. OR FIBER MESH VAPOR TRIER UNDER CONCRETE BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 7 EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = V-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4'x 2 -1/4"CONCRETE ANCHORS Wr7HIN 6" OF EACH SIDE OF EA H POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 7A- C) , U,&v MIN. 3-1/2 SLAB 2500 PSI CONC. 6x6-1 oxio W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 20x20OR20x30OR2"S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = V-0" _Z174 EVA I Lawrence .Bennett, P.E. FL # 16644 PLA � u CIVIL EN !NEER - DEVELOPMENT CONSULTANT P.O. BCX 214389, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 767.4774 (3 FAX CITY SANFX: 88) 767-fa559 PAGE DC COPYRIGHT2084 3A-4 INOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. � sEcno 3A EDGE BEAM 1 x 2' OPEN ACK ATTACHED TO FRONT POST W/ #10 x 1-1 2' S.M.S. MAX. 6' FROM EACH END OF POST. AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2' S.M.S. 'HROUGH SPLINE GROOVES ,IDE WALL HEADER ATTACHED TO 1' x 2" OPEN ACK W/ MIN. (2) #10 x 1-1/2' .M.S. 1 WALL GIRT 1"x 2' OPEN BACK ATTACHED TO FRONT POST W/ JAX Mo FROM EACH END OF POST AND 24' O.C. 'IDE WALL GIRT ATTACHED 1 ' x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2' S.M.S. IN SCREW BOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO :ONCRETE W/ 1/4"x 2-1/4' :ONCRETE/MASONRY WCHORS @ 6' FROM EACH 'OST AND 24' O.C. MAX. AND VALLS MIN. 1' FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= V -On Lawrence E. Bennett, P.E. FL # 16644 PLAC1V/L EN !NEER. DEVELOPMENT CONSULTANT , NiS REVIEWED P.O. 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (366) 7074774 I I TY OF 5"'ANFORD FAX: (386) 767558 PAGE c COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E SENNETT. P.E. SECTI0�3A I SCREEN, ACRYLIC 8 VINYL ROOMS Table 3A.2.', Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T$ For 3 seconc wind oust at 110 MPH valeelty- ming efeeinn In!%el s 44 48100 Sections — 3'-0" --------- -•a — —.0.. .---. • "Wv Hollow 8'-8' b 8'4" b T$' b 7'-1' b 6'-8" b 6'-5' b 6'-1' b Tributary Load width 'IM = Purlin Spacing 5'-8" b 5'-6" b 2" x Y Sod ect na 3'-0" 3'$" .V 4'-8" -0S'" 5'$" 6'-0" 6'$" T-0" T$" Hollow 10'$' b 9'-7" b 8'-11" b All owable Height 'H' / bending'b' or deflectlond'' T-8' b T-4' b 2" x 2" x 0. Hollow 9'-5" b 8'-9'b 8'-2" b T-8" b T-0" b F-11" b 6'$" b 6'-5' b 6'-Y b 5'41' b 2" x 2" x O -OW Hollow 10'$" b 9'-6" b 8'-11' b 8'-5' b T-11" b T -T b T-3" b 6'-11' b 6'-9' b 6'-6' b 3" x 2" x 0-040"_Hollow 8'-5" b 11'$' b 10'-5'b 9'-9" b 9'.3' b 8'-9" b -48'" b T-11" b T-8" b T-6" b T-2' b 3" x 2" x 0.07 Hollow 12'-9" 17-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11' b 9'-6" b 9'-2' b 8'-10` b 8'$" b Y x 3" x 0. Hollow 12'-9' b 11'-9" b 11'-0' b 117-5' b 9'-10' b 9'$ b 8'-11" b B'$" b F7—b 8'-10 b Y x 4" x 0. Hollow 18'-3' b 15'-1' b 14'-1' b 13'-3' b Z' 12'-0" b 11'-6' b 11'-M b 10'-8' b 10'$` b Y x 4• x 0. S.M.B. _EL 19'-1" b iT-8" b 16'-6' b 15-T' b 14'-9' b 14'-1' b 13'$' b 12'-11' b 17.6° b 12'4' b Y x 5" x 0.05W FM 23'-7' b 21'-10' b 20'-6" b 19'-3' b 1 W -W b 1 T-5' b 16'$' b 19-0" b 15'$° b 14'-11" b Y x B" x 0.0 S.M.B_ 26'-1" b 24'-2" b 22'-7- b 21'-3" b 20' 2- b 19'-3' b 18'$ b 1T-9' b 1 T-1" b 16'$` b Y x Y x 0. Sna 117-7 b 1 O'$" b 9',9" b 9'-Y b 8'-8' b 8'$" b T-11" b T-7" b T$" b T-1' b r x Y x o.640 snap 14'-4' b 17-4" b 17-V b 1179' b 71'-2" b 10'-T b 10'-2" b I 9'4' b 9'-r b 9'-1' b Y x 4• x 0. Snap 1 T-7" b 1 16-3" b 151-3' b 14'-4" b 13'-7' b 12'-11' b 17-5' b 11'-11' b 11'•6• b For 3 secon wind nucf of 19n UPI4 velnwifv -t- ift , _ Sections Y UAW %U 3'-0" Tributary Load width W = Purlin Spacing 3'$" 4'-0" 1 4'$" 1 5'4• I 5'$" 1 6'-0" 16'$• Allowable Haight 'H' / bending 'b' or deflectlon'd' T-0" T$" Y x 2" x 0.044 —x0.055. Hollow 8'-8' b 8'4" b T$' b 7'-1' b 6'-8" b 6'-5' b 6'-1' b 5'-11' b 5'-8" b 5'-6" b 2" x Y Hollow 91-5' b 8'-9" b 8'-Y b 7'-9' b T-4• b B'-11' b 6'-8' b —97—b 6'-2" b 5-11 b 3" x 2• x 0. Hollow 10'$' b 9'-7" b 8'-11" b 8'-6' b 8'-0' b T-8' b T-4' b T-1• b 6'-10' b 6'-T b 3" x 2" x 0.070 Hollow 12'-1' d 11'-5' b 10'-8' b 10'-1' b 9'-7" b 9'-2" b 8'-9' b 8'-5" b 8'-1" b T-10" b 2" x 3" x 0. Hollow 12'-10• b 11'-11" b 11'-2' b 10'$" b 9'-11' b 9'-6' b 9'-1' b 8'-9' b 8'-5" b 8'-2° b 2" x 4" x O.0 Hollow 14'-11' b 13'-10• b 12'-11" b 17-2' b 11'-T' b 11'-0' b 10'-7" b 10'-2" b 9'$"' b 9'ri b Y x 4" x 0.046 S.M.B. 1 T-6' b 16'$' b 15'-2' b 14'-4" b 13'-7' b 17-11' b 17-5" b 11'-11" b 11'$• b 11'-1' b 2" x 5" x 0.050 S.M.B. 21'x' b 20'-1' b 18'-9' b IT -91 b 16'-10' b 16'-0' b 15'-4' b 14'-9" b 14' 2' b 13'-9" b 2" x 6" x 0.0 S.M.B. 23'-11' b 27-7' b 20'-9" b 19'-T b 18'-7' b 1T-9• b 16'-11" b 16'$' b 15'-8' b 15'-2' b 2" x 2" x 0.044 Sea 10'-4" b W -T b 8'•11• b 8'-5" b T-11' b T -T b T-4' b T-0" b 6'-9' b 6'-6' b 2" x 3" x 0.0451 Snap I 13'-3' b12'$" b 11'-5• b 10'-9' b 10'-3" b 9'-9' b 9'4' b 8'-11' b I b 8'-4" b Y x 4" x 0.045 Snap 2 -6 1 h10-11' b0 , b ,+ 'Vv �L# 1. Above spans o not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spare for tal beam spans. 2. Spans may Interpolated. awrence .Bennett, P.E. FL # 16644 Y UAW %U \a VW M �l i'� v U b. W W !."Tis Ls^ - CIVIL - DEVELOPMENT CONSULTANT HENT S _Y X 2143 NA.CO P.O. BOX 214369, SOUTH 32121 OF0 SANFORD TELEPHONE (386) 767-4774 FAX. (386) 767-6559 PAGE �f © COPYRIGHT 2004 3A•24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrrrEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Self Mating Sections S-0" 1 6'-0" Tributary Load Width 'W' = Purina Spacing I 7'-0" Fir F.o. 10'-0" Atlowable Span 'L' / bending `b° or deflection 'd" I1 -*-r 12'-0" 2" x 4" x 0.0 4 x 0.100" 2" x 4" x 0. x 0.100" 14'-8" d 13'76" bi 12'-6" b. 1 i' -W, b i v4r b 10`-5" b 9'-11" ; b 9'-6" b 2"x 5"x 0. "x 0.100" 17'-11" d 16'-8" b . 15'-5". b 14'-5" b 13'-7" _ b: 12-11" b 174" b 1 i'-9" b 2" x 6".x 0.00" x 0.110" 21'-0" d 19'-3" b 1T-10" b 161-8" b 15'--9" b 14'-.11" b 14'-3" b 13'-8" b 2"x 7r"'x 0. "x 0.720" 23'-9" b 21'-9" b 29-1" b 18`-10" ` b 1T-9" b 1$'-10" b 16'-0" b 15'-4" b 2" x 7" x 0:0 5"' w/ insert 28'-11" d 2T-3" d ' 25'-1 i" d 24`-9" , d 23'-7" b 22'-5" b 21'-4" b . 20'-5" b 2" x 8" x OA 2" x 0.224" 29-8" d 2T-11" d 25`-1:1 " b 1 24' 4" b 22'-1 i" . b 21'-9" b 20'-9" b 19 -10" b x 9" x 0.0 2"x 0.224" 32'-7" d 30-5" b :28'-2" b. 25-4" b 24'-10" b 23'-T b 22 -6" b 21'-6" b 2" x 9" x 0.0 " x 0.310" 33'-9" d 31'-9" d 30'-2" d 28'-10" d 2T-3" b. ` 23'-9", : b, :24'-8" b 23'-r b 2"k 10" x 0. 92" x 0.369" 40'-7" d 38'-3" d 36,-4" d 34'-9" d, 32'-s" I> 1 31'4" b 1.29-8., b Self Matli g Sections 5'-0" 6'-0" Tributary Load Width'W' = Purlin Spacing T-0" 8'-0" A9'-0".1. IT -0" 17•-0" Allowable Span 'L' /bending 7b or deflection 'd';, 92'-0" 2. Spans may be interpolated. 2" x 4" x 0.0 4 x 0.100" 13!-7" b 12`5" b 11'-6" b 10'-9" b 10'-I" b 9'-7" b V-2" b -' 8'-9" b' 2" x 5" x 0. 0" x 0.100" 18'-10" b 15'4" b 14'-2" b 13'-3:. b 1 Z -V b 1 f'-11" b 11>4" : b ' 10'-10" b 2" x 6" x 0.0 "x 0.120" 19'-5" b . 1T 9" b 16`5" . b 15'4" b '14'-6" ..b 13'-9" b 13'-1" ; b 17-7" b 2" x T" x 0.0 "x 0:120" 21'-11" b 19'-1.1" b 18'-6" b 1T-4" b 16'-4° b 15-6" b 141=9" 'b 14'-2" ` b 2" x7" x 0.0 "w/ insert 2T-5" d 25'-9°: d 24'-6"' d 23'-0" b .: 21'-8" b 20'-7" b 19'-8"Mb 2" x 8" x 0.0 2"x 0:224" 28'-1" .. d 25'-10" . b '23'-11" ; b: 22'-4" b 23'-1" b 19'-11 ".: b . .19 -1" 2" x 9" x 0.0 " x .0.224" 30'-8" b 27`-11" b 25'-11" 'b 24'-3" b 22'-10" b 21'-8..b . 294r2" x 9" x 0.0 2" x 0.310" 31'-11" d 30-1" d ' 28'-5" b 26'-T b 25'-1' b. ` 23'-9", : b 22,8"x 10" x 0. 2"x 0.369" 38'-5" d 36'-2` d 34'-2" b 31-11" b 30'r b , 28'-7' b 2T-3" Notes: 1. Tables as me extrusion oriented with longer extrusion dimension parallel to applied load: ' 2. Spans may be interpolated. MEWED....." PUA!) RE Lawrence F. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT . P.O. BOX , SOUTH DAYTONA FL 32121 767-4T74 TELEPHONE: (386)kWIN NFORD. F; t3e6y 767-6556 PAGE Q . COPYRIGHT 2004 pp ee�� 3A-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERIf3S519N OF LAWRENCE E. BENNETT, P, SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Spans for 0.024" PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Metals USA Building Products L.P. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Roof Panel wl EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 1 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 16-4" 14'-10" 4'-0" 120 MPH 1 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 174" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 9'-6" 10'-8" 1014" 3'-11" A" v AR" v n n7A" 92—f P.nn1 w/ F7_1 r1r1C Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-0" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 13'-9" 15'4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13' 6" 1571" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 1 12'-4" 11'4" 1 4'-0" _-%" Y aw, Y n_n7a,, Knnt PnnP_I w/ k-Z.1OCK Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 3 4 1&2 3 4 1&2 3 4 span span span span span span span span span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25-10" 24'-11" 18'-2" 20'-4" 19'-8" 4'-0- 120 MPH 25'-2" 28'-1" 27'-2" 21'-6" 24'-1" 23'-3" 16-6" 18'-8" 18'-0" 4'-0" 123 MPH 24'-2" 27'-0" 26'-1" 20'-11" 23'-5" 22'-7" 15'-1" 18'-1" 17'-6" 4'-0" 130 MPH 22-4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 14'-4" 15'-11" 15'-5" 4'-0" 140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 13'-4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 12'-5" 13'-11" 13'-5" 4'-0" 6'"x 48" x 0.024" Roof Panel wl EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 29'-1" 32'-0" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4'-0" 110 MPH 29'-1" 32'-0" 31'-5" 25'-6" 28'-6" 27'-6" 20'-1" 22'-5" 21'-8" 4'-0" -1-26 MPH- 27'-8" -30'-11" 29'-11" 23,_9" 26'-6" 25'-8" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 26'-8" 29'-9" 28-9" 23'-1" 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4'-0" MPH 24'-7" 27" 6130 26'-0" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 18'-2" 16'4" 18'-9" 18'-2" 14'-9" 17'-4" 15'-11" 4'-0" 150 MPH 16'-9" 18;,9; 18'2",, �16�-9" (1.$'=9�' 1'8i21�3,'-8„ 1(5'14' 14'-10" 4'_0" Note: Total roof panel 2=11IC 1 flLt),�U�f�lTLYP Bui1ding ProdluctsL. OF 7815 American way, Groveland, FL 34736 : (352) 787-7766 x202 FAX: (352) 429-2011 FREE: 1-800-342-9077 bkaufmann@metalsusa.com 1CeN of eOPMPENFL # 16644 C&ILSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE YRIGHT 2004 TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 7-45 IP Legal Description Lot 11, ST. JOHNS VILLAGE 2ND REVISION, according to the plat thereof, as recorded in Plat Book 10, Page(s) 71 and 72, of the Public Records of Seminole County, FL. Community number: 120294 Panel. 0045 Suffix: E F.I. R. M. Date: 4/17/1995 Flood Zone: X Date of field work: 11/17/2003 Completion Date: 11/25/2003 Certified to: Parra Araceli; Allied Abstract and Title Company, LLC,- Commonwealth LC;Commonwealth Land Title Insurance Company; One Source Mortgage, its'successors and/or assigns. Revised Certifications: 121412003 LEGEND SCALE: 1 " = 30' zZ U P1A77ED ALLEY 72.50'(P) 72.59'(M) EOW RR 1/2 St/R�EI CONTROL UNE o �u � \ Q o � LJT 11 5C(� N 30 It(FAF, porzc� ��� A�p�� 1'/S Ll (� Lor 10 � 1 'L O O O h N zZ U �- / Al ❑ 46.0' Manhofe---- — ---- -x-x- ONE STORY W.M. Water Meter N.T.S. RESIDENCE F.N. Found Nail TEL. N 1904 14.0' Official Records • Property Comer ® Covered Area O.R.B. O R. Record S.R. Bearing Reference P.C.P. Permanent Control Point M Field Measured v Chord P.R.M Permanent Reference Monument CL Clear RAD Radial PG. Page o Encroachment V ... 72.45'(U) PVMT. Pavement CL nR 1/2" nR 1/2' 72.57(M) Air Conditioner P.B. Plat Book 72.50'(P) Concrete •a r c J I J ! ! `� FOURTH STREET 3 i FIFTH STREET v > >e sr se » nR 5/$" WITNE55 CORNER N O 6.5' 4TH STREET WEST 50-R/W 1141- Wood Fence CATV---..._ Fable Riscr —. M. -H. Manhofe---- — ---- -x-x- Wire Fence W.M. Water Meter N.T.S. Not to Scale F.N. Found Nail TEL. Telephone Facilities O.R. Official Records • Property Comer ® Covered Area O.R.B. Official Records Book R. Record S.R. Bearing Reference P.C.P. Permanent Control Point M Field Measured CH Chord P.R.M Permanent Reference Monument CL Clear RAD Radial PG. Page ENCR Encroachment NR- Non Radial PVMT. Pavement CL Centerlinc A/C Air Conditioner P.B. Plat Book G Concrete B.M. Bench Mark P.O.B. Point of Beginning FL Property Line C. Calculated P.O.C. Point of Commencement C.M. Concrete Monument 27a Block Wall P.O.L. Point on Line F.I.R. Found Iron Rod Z�s Central Angle/Delta P.C. Point of Curvature F.I.P Found Iron Pipe D.B. Deed Book P.R.C. Point of Reverse Curvature R/W Right Of Way D. Description or Deed P.T. Point of Tangency N&D Nail & Disk D.H Drill Hole R. Radius (Radial) D.E. Drainage Easement D/W Drive way R.O.E Roof overhang Easement U.E. Utility Easement ESMT Easement S.I.R. Set Iron Rod & Cap FD. Found EL Elevation S/W Sidewalk P Plat F.F. Finished Floor T.O.P. Top of Bank /.V.'v.W* Asphalt F.C.M Found Concrete Monument TYR, Typical O.H.U. Overhead Utilities F.P.K. Found Parker-Kalon Nail W.C. Witness Comer P.P. Power Pole L Length 10.05 Existing Elevation fX Transformer L.A.E Limited Access Easement E.O.W Edge Of Water LOT 12 0 p f tV IEWr r rV F7R 1 2 r A A Property Address: 1904 West 4th Street Sanford, FL 32771 --- --- Survey number: SL 26650 GENERAL NOTES 1. Legal description provided by others. 2. The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat. 3. Underground portions of footings, foundations or ether improvements were not located. 4. Wall ties are to the face of the wall. 5.Only visible encroachments located. 6. No identification found on property comers unless noted. 7. Dimensions shown are plat and measured unless otherwise noted. I. Elevations if shown are based upon N.G. V.D. 1929 unless otherwise noted. 9. Adjoining lots are within the same block unless otherwise noted. 10. This is an AS -BUILT SURVFV unless ath— noted. l 1. Not valid unless sealed wi igning svry o embossed seal. 12. Flood zone dctermina are pr vided no s c ery only, and are denied from the best souses avaireble to the surveyor. This ormati she d not be relied upon for flood insurance purposes, and may differ from i ormati n pro ided by others. 13. L.B. 7132 I hereby cerr� that this survry :s o .ve m cr .ep,rsenrar.on oja svrey p> �d undsr my dr>ecrion. Ralph a lot{ %­/ 1 /fte iVred Land Sarveyor No. 3411 Sw d/loft& Long Surveying, Inc. 365 Waymont Court, Suite 109, Lake Mary, FL 32746 Voice 407.688.7631 Fax 407.688.7691