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HomeMy WebLinkAbout186 Cedar Ridge Ln1 3 CITY OFSANFORD PERMIT APPLICATION RECL"VED Permit # Date: 7I3b �7 tVIQ{Y a Job Address: Description •f Work: edriC 12,� Historic District: Zoning Value of Work: S �6, Permit Type: Building Electrical Mechanical Plumbing . Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cala Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 530 Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone; (FEMA form[ required for other than X) Parcel #: —/ ~ '��' O r� �i -9 (Attach Proof of Ownership & Legal Description) Owners Name & Address: i"I I M r4 )✓1 ixll / _� . 0 !� 1'� l Gip, J ✓1 . ctor :Name & Address: .t .. — Phone & Fax: = Bonding Company- Address: Mortgage Lender: Address: Person: Phone: 40V — ne: 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 .rior 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 applicab !! laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the A ' 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 bmits required from other governmental entities such as water management districts, state agencies, or, federal agencies. Acceptance of p it is veriill otify the X;ffe property of the requirements id Lien Law, 713. rl Si a of Ow Date Signare of Contractor/Ag ntA . � �f a.F.. 11 A .1 _ of Florida 7 Owner/ gent is _ Persin, n to M�M#DDOSU310 roduced ID Expires3t2 OI() 'owe:fid+. Bonded by (80432.4254 �...... Fylonda Notary Assn., Inc APPLIC:\ rION APPROVED BY: Bldg: frl( i3 fj7al Date) �periui Conditions: PrI.qj Contractor/Agent's N S ignaturi of Notary -S tt c r Contra gent is __ Produced I D _ (Initial & Date) Utilities: d M.Imo- ............ i to t04U :kir-748sn., htC FD: (Initial & Date) (Ink al 5 Date)~ 0 I Lam.. SITE EXPOSURE EVALUATION FORM r— -- -- -- — -- — — - — — • — — - — — - — — - — — - — — -- j QUADRANTI 1500' j EXPOSURE y I � — — -- 1500'— �. I I 600' QUADRANT IV I 40' I QUADRANT II 600 600 --� 2 � j EXPOSURE I 40, I EXPOSURE 6 j 600' —1500' — • I I � I QUADRANT 111 ! EXPOSURE ID 1500' 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. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FLAT, UNOBSTRUCTED AREAS EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. SITE IS EXPOSURE: EVALUATED BY. 0_« 1.4419 DATE SIGNATURE LICENSE #: �J[c b-14 F1 A i 'll i s i nstrun1cnt INVI UCLI by: l INNI IN IlN 11 NNI 11 NN1 it INN 11 NNI Nl INl 11 NNI 1111N IN lNi NI IIN i INEI Richard H Zapf OFFICE MARYANNE MORSE] CLERK OF CIRCUIT COURT 2867 Stonewall Place SEMINOLE COUNTY Sanford, F132773 AK 05711 pg 02551 tlpga CLERK'S #1 2007080291 RECORDED 05/31!2007 Ol:24:40 PM RECORDING FEES 10.00 RECORDED BY H DeVore Permit No. Tax Folio No. -CfR`VFiED OPY AP ANN : MORSE CLERIC OF I 01T COURT SEPIIN-OLE ' INTY. FLORIDA 31-19-31-527-0000-016y DEPUTI CLFQK NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF: SEMINOLE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of property: (legal description of property, and street address if available) LOT 16 CEDAR HILL REPLAT P1363 PGS 96 97 & 98 Is�(�'A, �Ikc, L41, banrot-d) F _�3Aggj 2. General description of improvement- SCRM 3. Owner information: a. Name and address - APRIL FORTIN 186 CEDAR RIDGE LN SANFORD, FI 32771 b. Interest -in property - c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Homesavers, Inc. 2867 Stonewall Place Sanford, Fl 32773 407-322-6149 SCC 056734 5. Surety a. Name and address - b. Amount of bond $ 6. Lender: (name and address) it 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is I year from th date of recording unless a different date is succified)/� /1 s Sworn to and subscribed before me This day of �� ,200' Notary's Name j r" Notary's Commission Expiries:' Q of Owner) tis �F s' m Owner's Name�,Ol`�r g g� o sc�4 lam_ Address • _,�3a,, r I� �,errunoie uounry rroperty Appraiser vet inrormation oy rarcei Numoer rage t or i OFFICE http://www. scpafl.orglweblre_web.seminole_county_title?PARCEL=31193152700000160... 4/30/2007 �M_EWAVE k � _ DAVID jcHnsom. CFA. ASA PROPERTY APPRAISER , <=...� SEMINOLE COUNTY 11. , 1 101 E. FIRST ST N, r ae SANFORD, FL3E771-1468 s _ 4G7-665-7506 n 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-527-0000-0160 Number of Buildings: 1 Owner: FORTIN JEAN D & APRIL A Depreciated Bldg Value: $134,993 Mailing Address: 186 CEDAR RIDGE LN Depreciated EXFT Value: $0 City,State2ipCode: SANFORD FL 32771 Land Value (Market): $36,500 Property Address: 186 CEDAR RIDGE LN SANFORD 32771 Land Value Ag: $0 Subdivision Name: CEDAR HILL REPLAT Just/Market Value: $171,493 Tax District: S1-SANFORD Assessed Value (SOH): $157,548 Exemptions: 00 -HOMESTEAD (2006) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $132,548 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $2,533 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $2,533 SPECIAL 03/2005 05659 1360 $155,100 Improved Yes WARRANTY DEED Save Our Homes (SOH) $0 Savings: WARRANTY DEED 07/2004 05390 0975 $567,300 Vacant No 2006 Taxable Value: $128,705 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 16 CEDAR HILL REPLAT PB 63 PGS 96 LOT 0 0 1.000 36,500.00 $36,500 97 & 98 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost r Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2005 91,120 2,680 2,215 CB/STUCCO $134,993 $136,357 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 24 Appendage / Sgft GARAGE FINISHED / 441 Appendage / Sgft UPPER STORY FINISHED / 1095 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. "' If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. OFFICE http://www. scpafl.orglweblre_web.seminole_county_title?PARCEL=31193152700000160... 4/30/2007 9 CEDAR BILL HOMEOWNERS ASSOCIATION, INC. ARCHITECTURAL REVIEW BOARD PROPERTY OWNER: e ,y, +1 PROPERTY ADDRESS: K PHONED The Architectural Review Board (ARB) has reviewed the plans on Lot # Swimming pool Landscaping _ Other: '� /" V-40 PA Exterior colors & materials Fencing The ARB's decision on the plans submitted is as follows and supporting documentation may be attached to this letter. Approved unconditionally ✓ Plans incomplete - Information requested: Approved with the following conditions: Rejected: Please be advised that the ARB has Thirty (30) days from receipt of your request to response with their decision. Be advised that work cannot be performed until the ARB has rendered a written, unconditional approval. Thank you for your cooperation. Please mail form to Jerome Lewis 297 McKay Blvd. Sanford 1.3277 . By: Date ' O ers' signature By Date_(: ' 'r7 Ce Hill omeowners Association, Inc. Architectural Review Board OFFICE 0 Z o o �v �Efu o fa� o 6 U 0 a) > .- C 0 � o .0 0 C >, N (L6 fo(1)a� E'd 0• N L a� ani 2� i41 n a) > C 0 0- � 0) C:) C O N Q1 0 C v, o 0a�0(o 0 o_ _0 OU (1) > o� �v :3 o c U .9-0 – aa)E°r+ o'�Li6 > Cr Q > O 0 v 0 -00 a") Qm U foci Mu - 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 Supp ements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure �••G• 'B' or'C'_ or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for 11 PH and higher, 120 MPH or MPH for 3 second wind gust velocity load; Basic Wind Pressure J�tir ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A -ii: a. "B" exposure = PSF for Roofs & J-? PSF for Walls ei®d b. "C" exposure = PSF for Roofs & PSF for Walls\ Z c. "D" exposure = PSF for Roofs & PSF for Walls > Negative I.P.C. 0.18 W For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A -C on page 3iii. CLOO 2. Host Structure Adequacy Statement: U. have inspected and verify that the host structure is in good repair and attachments made to the r structure will be solid. Z 0 _RkCt,,-nvN "hpr Phone: yo? -?;?.2 Iy9 Contractor / Authorized Rep* Name (please print) Date:/ 2 soon==Contractor / Authorized R ' Signature 6 / Q/CT/iJ /JP C(t'4YL A)DGiiS7 LrJryFOtz Job Name & Address 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 .............................................. 1(1-� _ B. Site plan or survey with enclosure location ..................................... _ZZ — C. Contractors / Designer's name, address, phone number, & signature on plans .... L -l" — D. Site exposure form completed ................................................ — E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1. Plan view with host structure area of attachment, enclosure length, and ........ _ projection from host structure 2. Front and side elevation views with all dimensions & heights ............ ...... 3. Beam span, spacing. & size ................................................ _rte (Select beam size from appropriate 3A.1 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 ..................................... (Select chair rails from appropriate 3A.2 series tables) , U 6. Knee braces length, location, & size ......... (Check Table 3A.3 for knee brace size) 4. v 3 0 i c 0 (U–vTn • �a0ico ro o c U a) Q o v, .2 W a`ni3Nvr, m 0 c 4-J o 0 E M 65 E 2a 0 E 2>- o� 0)MC: -0 Ln a� rn S N c Cr a) U.) o o ra 0C o � Jv CL Highlight details from Aluminum Structures Design Manual: Yes A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... — Section 3A tables used: ? , 1. 1— J / O �3 1a „2 , 1 Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to / /0 MPH wind zone and/or "C" or "D" Exposure for load width 6 Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPHr (a /10 MPH $—i-_ (b or d) x go'R(jor d) x ' (b or d) = �'• y, Wind Zone Multiplier ** I Exposure Multiplier * ` * Must have attended Engineer's Continuing Education Class within the past two years. ** Appropriate multiplier from page 3A -ii and page 3A-4ii. b-7 No a � OFFIC-- E Design Check List for Screen / Vinyl Room (Page 2 of 21 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 / / 0 MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span /Height�-;quir d Span @ 120 MPH (b or d) x /, 07 (b or d) x (b or d) _ �•.�S @ MPH Wind Zone Multiplier " __P 1 Exposure Multiplier" Notes: Appropriate multiplier from page 3A -ii and 3A -iii. Alk OFFICE Yes No C. Table 3A.3 with beam & upright combination if applicable ........................ .� 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 3A -iii. Alk OFFICE 3^coaNFn I 0 01 1 A,Lcc. C HA►, yQ Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is provided. FRC R310.1 n A � n INI; �c A �c on LU CX 0 L.L. J L.:. z W DP tnW\ Ce C/3 0z itZ Z n� 7-4 c� ell %� FC, Ctce �, r z 3^coaNFn I 0 01 1 A,Lcc. C HA►, yQ Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is provided. FRC R310.1 n A � n INI; �c A �c on LU CX 0 L.L. J L.:. z W Ce C/3 0z itZ OFFICE Ix K)- A M, (L AJ �r St 1 FQ o r4 101 i ➢002 2 w��� JSP R SI DF WAL-k- S PLANS REVIEWED SCITYF ANFORIS A.c. t+ Tz/ ~ s'Mep L i(CN (�GO �� C6m/os/rf pe(N PI�TI� o �i, wRL Z KICK K)- A M, (L AJ �r St 1 FQ o r4 101 i ➢002 2 w��� JSP R SI DF WAL-k- S PLANS REVIEWED SCITYF ANFORIS A.c. SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS — --------- U) W ROOF PANEL IX (SEE SECTION 7) o- ANCHOR PER DETAILFOR PAN OR COMPOSITE PANEL BEAMS MAY BE ANGLED FOR ; FOR NUMBER OF BOLTS AND GABLED FRAME SIZE OF POST (SEE TABLE 2.3) COLUMN NOTCHED TO SUIT BEAM AND POST SIZES (SEE TABLES SECTION 2) I SIDE NOTCH POST TO BEAM CONNECTION BEAMS MAY BE ANGLED FOR GABLED FRAME 1-3/4" x 1-3/4" x 0.063" RECEIVING CHANNEL THRU BOLTED TO POST W/ THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOLTS) COLUMN NOTCHED TO SUIT SCALE: 3"= 1'-0" ---------- ROOF --------ROOF PANEL (SEE SECTION 7) r �- ANCHOR PER DETAIL FOR PAN in 0 OR COMPOSITE PANEL Uj 0.10 FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) LLJ WINSOME z BEAM AND POST SIZES � (SEE TABLES SECTION 2) U. CENTER NOTCH POST TO BEAM CONNECTION SCALE: 3"= 1'-0" it Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone #:, (386) T67-4774 Fax #: (386) 767-6556 Email: Iebpoebellsouth.nel d PAGE ..Y . © COPYFUGHT2008 2-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF_LAWRENCE I? BENNETT;P E,' # ,•_..._._.., ���. _..r,�:_.,: yam. _ . w,-._. - SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS 0 W J Z. N t ALUMINUM/STEEL COLUMN 'U' CHANNEL ANCHORS (SEE SECTION 9) (SEE SECTION 9 FORCONNECTIONS) NCRETE SLAB OR FOOTING - MAX. CONCRETE ANCHOR'S (SEE TABLE NEXT PAGE)- " FOR POST CONNECTIONS TO WOOD DECKS (2" NOMINAL LUMBER) USE THESE DETAILS W/ WOOD FASTENERS (1-3/8" EMBEDMENT) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 3"= V-0" ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING Z 2 ro ALUMINUM / STEEL COLUMN 2" x 2" WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL MAX. CONCRETE ANCHORS (SEE TABLE NEXT PAGE)- ' FOR POST CONNECTIONS TO WOOD DECKS (2" NOMINAL LUMBER) USE THESE DETAILS W/ WOOD FASTENERS (1-3/8" EMBEDMENT) POST TO CONCRETE CONNtCTION - INTERNAL OR EXTERNAL ANGLE CLIPS SCALE: 3"= 1'-0" NOTE: ANGLES OR U -CHANNELS SHALL BE A MINIMUM OF 2-1/8" IN HEIGHT AND SHALL BE 0.125" 6063 T-6 EXTRUDED ALLOY OR 0.125" 5052 H-32 BREAK FORMED ALLOY Lawrence E. Bennett,-P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax W. (386) 767-6556 EmaO: lebpe®bellsouth.net ............ PAGE © COPYRIGHT 2008 _ 2-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BFNNETT P r ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS C SECTION 2 Table 2.1.2-110 Allowable Roof Beam Spans For Attached Covers, Fourth Wall Structures, or Freestanding Gabled Carports For 3 sec. wind gust at 110 MPH; using design load of 17,.7 #/SF (47.1 #/SF for Max. Cantilever) Olumimim Ailnv RDR3 T -A 2" x 3" x 0.045" Hollow 2" x 3" x 0.050" Hollow Tilt Load Width (fL) Max. Span'L'/(bending'b' or deflection'd') 1&2 Span 3 Span 4 Span Cant lever Load Width (ft.) Max. Span 'L'/(bending'b' or deflection'd') 182 Span 3 Span 4 Span Cantilever 4 6'-11" d 8'-6" d B'-5" b 1'-6" d 4 6'-9" d 8'-4" d 8'-2" b 1'-5" d 5 6'-5" d 7'-9" b 7'-6" b 1'-4" d 5 6'-3" d T-7" b 7'-4" b 1'-4" d 6 6'-0" d 1T-1" b 6'-10" b 1'-3" d 6 5'-11" d 6-11" b 6'-8" b 1'-3" d 7 5'-8" d 6'-7" b 6'-4" b 1'-3" d 7 5'-7" d 6'-5" b 6'-2" b 1'-2" d 8 5'-5" d 6'-2" b 5'-11" b 1'-2" d B 5-4" b T-11" b 5'-9" b 1'-2" d 9 5'-2" b 5'-9" b 5'-7" b 1'-1" d 9 5'-1" b 5'-8" b 5-5" b 1'-1" d 10 4'-11" b 5'-6" b 5'-4" b 1'-1" d 10 4'-9" b 64" b 5'-2" b ' 1'-1" d 11 4'$" b 5'-3" b 5'-1" b 1'-1" d 11 4'-7" b 5'-1" b 4'-11" b 1'-0" d 12 4'4" b 5'-0" b 4'-10" b 1'-0" d 12 4'-4" b 4'-11" b 4'-9" b 1'-0" d 2" x 4" x 0.045" Hollow Tilt 2" x 4" x 0.044" x 0.100" Self Mating Beam Load Width (ft.) Max. Span 'L'/(bending'b' or deflection'd') 1&2 Span 3 Span 4 Span Cantilever Load Width (ft.) Max. Span 'L'/(bending'b' or deflection'd') 1&2 Span 3 Span 4 Span Cax.Malxever 4 8'-7" d 10'-2" b 9'-10" b 1'-10" d 4 9'-11" d 11'-5" b 11'-1" b 2'-2" d 5 7'-11" d 9'-1" b 8'-10" b 1'-8" d 5 9'-2" b 10'-3" b 9'-11" b 1'-11" d 6 T-5" b 8'-4" b 8'-0" b 1'-7" d 6 8'-4" b 9'-4" b 9'-0" b 1'-10" d 7 6'-11" b T-8" b T-5" b 1'-6" d 7 T-9" b 8'-8" b 8'-4" b, 1'-9" d 8 6'-5" b T-2" b 6'-11" b 1'-5" d 8 T-3" b 8'-1" b T-10" b 1'-8" d 9 6'-1" b 6'-9" b' 6'-7" b 1'-5" d 9 6'-10" b T-7" b 7'4" b 1'-7" d 10 5'-9" b 6'-5" b 6'-3" b 1'-4" d 10 6'-6" b 7'-3" b ' 6'-11" b 1'-7" d 11 5'-6" b 6'-2" b 5'-11" b 1'4" d 11 6'-2" b 6'-11" b 6'-8" b 1'-6" d 1 - b 5'-11" b -" b 1'-3" d 12 5-11" b 6'-7" b 6'4" b 1'-6" d 2" x 5" x 0.050" x 0.100" Self Mating Beam)2" x 6" x 0.050" x 0.120" Self Mating Beam Width (ft.) 1&2 Spanh3Span or deflection 'd') 4 Span Cantlever Load Width (ft.) Max. Span 'L'/(bending 'b' or deflection'd') x. 1&2 Span 3 Span 4 Span Cantilever 4 12'-4" d b 13'-7" b 2'-8" d 4 14'-0" b 15'-8" b 15'-2" b T-1" d - " b 12'-1" b 2'-5" d 5 12'-7" b 14'-0" b 13'-7" b 2'-10" d 6 10'-3" b11'-1" b 2'-4" d 6 11'-5" b 12'-10" b 12'-4" b 2'-B" d 7 -6" b b 10'-3" b 2'-2" d 7 10'-7" b 11'-10" b 11'-5" b 2'-7" d 8 8'-10" b 9'-11" b 1 9'-7" b 2'-1" d 8 9'-11" b 11'-1" b 10'-9" b 2'-5" d 9 8'-4" b 9'44" b 9'-0" b 2'-0" d 9 9'-4" b 10'-5" b 10'-1" b 2'-4" 10 T-11" b 8'-10" b 8'-7" b 1'-11" d 10 8'-10" b 9'-11" b 9'-7" b 2'-3" 11 T-7" b 8'-5" b 8'-2" b 1'-11" d 11 8'-6" b 9'-5" b 9'-2" b 2'-2"12 dd T-3" b 8'-1" b T-10" b 1'-10" d 12 8'-1" b 9'-1" b 8'-9" b 2-2" " Gabled sloped roofs include gables with a roof slope greater than 1" ih 12". Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. LANS w&V j t VV t u Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING �� � P.O. Box 214368, South Daytona, Fl 32121 CITYOF Telephone M. (386) 767-4774 Fax #:, (386) 767 556 Email: Iebpe(Mbellsouth.net i � C jiu La �v nLL 'C © COPYRIGHT 2008 IPAGE. I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ,245 SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.1 Allowable Attributable Roof Area per Post for Attached Carports or Freestanding Carports with Gabled Roofs ALUMINUM POSTS r nnwmra;nn Miil4intiorc fnr l:roactanHinn Carnnrts with Mono Slocled Roofs 100 110 120 Aluminum Post 130 140-1 140-2 150 Wind Load (MPH) = 100 16.6 #/SF 110 1 17.7 #/SF 120 123 130 140-182 150 1 21.1 22.2#/SF 24.8 #/SF 1 28.7 #/SF 1 32.99 #/SF Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load (lbs.) 2" x 2" x 0.044" Hollow Extrusion or 2" x 2" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 PAGE PAGE 7'-4" 2,064 172 181 1 153 1 145 1 130 1 112 1 122 8'-7" 1,548 129 136 115 109 97 84 92 9'-10" 1,204 100 106 89 85 1 76 65 71 11'-1" 903 75 79 67 64 57 1 49 1 53 Height Load (lbs.) 2" x 3" x 0.045" Hollow Extrusion or 2" x 3" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 8'-2" 2,736 228 240 1 203 1 193 1 172 1 149 1 162 9'-6" 2,502 209 219 1 185 1 176 1 157 1 136 1 148 10'-11" 1,596 133 140 1 118 1 112 1 100 1 87 1 94 12'-3" 1,197 100 105. 1 89 1 84 1 75 1 65 71 Height Load (lbs.) 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 10'4" 2,381 198 1 209 176 168 150 129 141 11'4" 1,786 149 157 132 126 1 112 97 106 13'-4" 1,389 116. 122 103 98 1 87 75 82 15'-0" 1,042 87 91 77 73 1 66 57 62 Height Load (lbs.) 3" x 3" x 0.060" Roll Formed -Aluminum Alloy 3105 H-14 11'4" 3,600 300 316 267 1 254___L_226 196 213 12'-10" 2,700 225 200 1 190 1 170 147 160 14'-B" 2,100 175 184 156 1 .148 L;237 1 132 114 124 16'-6" 11575 131 117 1 111 1 99 86 93 Load ( s.) 3" x 3" x 0. Hollow Extrusion - Aluminum 6063 T-6 11'-10" 3,408 84 299 252 240 214 185 202 2,556 213 189 180 161 139 151 15'-10" 1,968 166 174 147 140 1 125 108 1 118 17'-10" 1,491 124 131 110 105 94 81 1 88 r nnwmra;nn Miil4intiorc fnr l:roactanHinn Carnnrts with Mono Slocled Roofs 100 110 120 123 130 140-1 140-2 150 1.00 1.20 1.27 1 1.25 1.23 1.27 1 1.23 1 1.23 Example: Find Roof Area Needed; Area ='A'; Post Spacing ='S'; Structure Projection ='W A = S x (W/2 + O.H.); If 'S' = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045" Hollow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. ' Note: 1. Spans may be interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 100 MPH). Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING CITY S/ P.O. Box 214368, South Daytona, FI 32121 \NF D Telephone # (386) 767-4774 Fax #: (386) 767-6556 Email: labpe@bdwuth.net ..-. . __:. . ------ PAGE PAGE C COPYRIGHT 2006 2-60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN, PERMISSION OF LAWRENCE -E. BENINETT .... .:asr• - ._. sic •: R.."., SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) 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 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. r I I J K L V 1 L V Y L. U I Lawrence E..Bennett, .P.E..FL # 16644 CITV Amv-F QANF ORDP.O. CIVIL & STRUCTURAL I32121ENGINEERING Box 264366, South Daylong, Fl 6) 76 Telephone tC (366) 767 774. ,. Fax >E (366) 767-6556 t Emad: lebpe@bedsouth.net © COPYRIGHT2008 ?':.'•'!': ";'hik.q'::. PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E...;>< 3A-1 SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS YVI 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL SECTION 3A RISER PANELS ATTACHED PER CHAPTER POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3"x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1"x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) SCALE: 3" = l'-0" nmryz) i<tviEWTU Lawrence E. Bennett, P.E. FL # 16644 SANFORD CIVILP. STRUCTURAL ENGINEERING C I Tv, OF P.O. Box 214368. South Daytona, Fl 32121 Telephone #: (386)767-4774 Fax M (386) 767-6556 i �Emalle''Ielipe�tieOsouCi:net ........_.-_. AGE \ © COPYRIGHT 2008 „ P NOT TO BE REPRODUCED IN WHOLE OR1 PART WITHOUT THE WRITTEN PERAAISSION'l)F LAWRENCE�EIBENNM:P.E: ' :w 3A-7 SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF 'a BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS 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/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS scA( P- 3/4" = V-0" 1" PER A _� P (1) #5 BAR CONT. 2'-0" MIN. ALL SLAB BEFORE SLOPE _ a a � g TYPE I TYPE II FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" 11 " 2"/ 12" - V-10" 2" MIN. (2) #5 BAR CONT. c d i TYPE III STEEP SLOPE FOOTING > 1'-10" 1. The foundations s Own e -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. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 16'-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 3,000 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForce7m e3TM' (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. All slabs shall be allowed to cure 7 days before installing anchors. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767.4774 `,.Fax•#: (386) 767.6556 Email: Iebpe@beltsouth.nel PAGE © COPYRIGHT 2006 I 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. SECTION 313 GLASS & MODULAR ROOMS �- 3.120" 05 CORNER POST SCALE: 6" = V-0" 0 fV ri T 0 Iq 0 3.125" © 3.00" PANEL ADAPTER SCALE: 6" = V-0" — 2.936" 3.00" Q 3.00" INSERT CHANNEL (D.R.C. SCALE: 6" = V-0" PROPERTIES: A=0.564 in' Ix - y = 0.8756 in.' Sx - y = 0.703 In.' ry - y = 1.246 in. PROPERTIES: A=0.164in.' Ix - y = 0.102 in.' Sx - y = 0.129 In.' ry - y = 1.493 in. PROPERTIES: A=0.138 in? Ix - y = 0.165 in. ` Sx-y=0.110 In' ry - y = 1.092 in. Lawrence E. Bennett; P.E. FL # 16644 a ftW " -" 111%111111101 ® ' "' W W &. is' CIVIL & STRUCTUFML ENGINEERING P.O. Box 214368, South Daytona, FI 32121 C;'ITY OF. QnNFORD Telephone #: (386) 7674774 Fax $P.. (386) 767.6556 Email:-IebpeCbe8aou#umt PAGE © COPYRIGHT 2008 a NNETT P.E 313-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART;WITNOUT THE WRITTEN PERMISSION OFMLAWRENCE E BE SECTION 7 SOLID ROOF PANEL PRODUCTS u PRIMARY CONNECTION: (3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA 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. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: 3"= 1'-0" 0, 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 1-1/2" x 1/8" x 11-1/2" PLATE OF 6063 T-5, 3003 H-14 OR 5052 H-32 SEALANT HEADER (SEE NOTE BELOW) J 130 1 140 za #8 #10 #12 #12 CL ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO WALL DETAIL SCALE: 3" = T-0" 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 AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. 100 -1231 130 1 140 1150 #8 #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 PLANS. REVIEWEDCIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone #: (386) 7674774 Fax M (386) 767.6556 CIT%/ Email: lebpe®bepsouth.net OF SANF Dir . ... . ..... PAGE © COPYRIGHT 2006 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART,WITHOUT THE, WRITTEN PERMI11 SSION OF LAWRENCE E. BENNETT P E. SOLID ROOF PANEL PRODUCTS RIDGE CAP #8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS #8'x 1/2" S.M.S. (3) PER PAN AND (1)AT PAN RISER ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING TO ALUMINUM USE TRUFAST HD x ("t" + 3/4") AT 8" O.C. FOR UP TO 130 MPH WIND SPEED EXPOSURE "D"; 6" O.C. FOR ABOVE 130 MPH AND UP TO 150 MPH WIND SPEED EXPOSURE "D" CAULK ALL EXPOSED SCREW HEADS & WASHERS PAN ROOF ANCHORING DET ROOF PANEL TO BEAM DETAIL SCALE: 3" = T-0" SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR OOFS: (3) A x 1/2" LONG S.M.S. P AN EL W/ 3/4" MINU PAN WASHER ROOF PANEL (PER TABLES SECTION 7) FOR COMPOSITE ROOFS: #10 x (t + 1/2") S.M.S. W/ SUPPORTING BEAM 1-1/4"0 FENDER WASHERS (PER TABLES) @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. @ a NON-BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3"= 1'-0" r U',%1 V %) K L V I L. V V L U Lawrence E.=Benriett;'P.'E. FL•# 16644 CIVIL'& STRUCTURAL. ENGINEERING CITI TV OF SANFORD! P.O. Box 214388 South Daytona Fl 32121 T6 Telephone # (386) 767 4774 °Fax # (366) 767 6556 EmaiF'`lebpeC�beUsoth:net " © COPYRIGHT 2008 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PE00!S§ION OF LAWRENCE E'BENNETT. P.E rR }„ • '' .7-21 x Table 7.1.6 Industry Standard Composite Roof Panels Allowable Spans and Design /Applied Loads' (#/SF) Screen Rooms 8 Attached Covers © 3" 48" 0.024" Panels Aluminum Allo 3105 H-14 or H-2 x x . nsit Screen Rooms Foam Glass 8 Modular Rooms 182 Overhang 3 O 09 " • Wind 182 Open Structures Mono -Sloped Roof 3 4 4 a Covers 182 3 4 Enclosed All All Cantilever sanlload' s anlload' "-� Zone 182 s an/load', 3 4 s anlload' 182 s anlload' 3 4 100 182 13 3 13 4 13 All . 17 O to 17 MPH s an/load' s an/load• s an/load' s an/load', s an/load' s an/load' s anlload` s an/load' s anlload' ,Roofs 17'-8" M 5==.1ibzs-CR7 1 15'-4" 13 17'-2" 13 16'-7" 13 '- 21 13'-4" 21 12'-11" 21 10'-6" 27 11'-9" 30 11'-5" 27 4'-0". 45 15'-11" m N 1 T-10" 110 13'-6" 17 16'-8" 114 16'-1" 1 11'-8" , V-2-13" -1" 22 12'-7" 22 9'-2" 36 10'-10" 36 10'-6" 32 3'-8" 55 15'-6" o 17'-4" 17 2" 20 15'-1" 17 13'-2" 20 -1" 27 11'-9" 27 11'-5" 27 8'-4" 43 9'-4" —9' 39 9'-0" 43 3'-5" 65 36 0 C 31 123 11'-11" 21 13'-4" 21 12'-10" 21 10'-4" 28 11'-6" 28 11'-2" 28 8'-2" 45 11'-9" 27 11'-5" 27 8'-7" 41 , 9'-7" M 9'-3" 41 T-8" 51 8'-7" 45 8'-3" 51 2'-11" 89 140-2 10'-6" 27 11'-9" 27 11'-5" 27 8'-7" 41 9'-7" ui o 41 7'-2" 59. 7'-11" 53 7'-8" 59 2'-11" 89 12'-6" � B'-8" � �� � '� 59 " 593'-5",89 '- " 48 0 z � 6'-8" 68 7'-5" 60 7'-2" 68 102 68 8'-6" 6 3'-3" 102 9'-2" 68 8'-10" 68 3'-2" 102 r = 150 9-2 36 10-11 32 10 7 32 7 11 48 8 10 v a M id i 3" 48" x 0.030" Panels Aluminum Allo 3105 H-14 or H-25 1.0 EPS Core DensityFoam 0 o �. E. 0 D0 'f1 f T' > o Z M M ;7 Z 0 'a 4" 48" x 0 024' Panels Aluminum Allo 3105 H-14 or H•25 1.0 EPS Core DensityFoam v M C o17— z o n f v r C7 z 3 o ROCD M 6) co m W 3. N W M °° -' C 0 0) z m> n -- 4" 48" x 0 030" Panels Aluminum Allo 3105 H•14 or H-25 1 0 EPS Core DensityFoam n C t" or- K Z m d G) IT1 �Z m -,i �Nm n D m bJZ] X 0 y Z Wy W Note: Total roof panel width= room width + wall width + overhang. 'Design or applied load based on the affective area of the panel x Open Structures Mono-Sloped ed Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang Cantilever Zone 182 3 3 4 4 182 182 3 3 4 4 182 182 3 4 4 All All LZone sanlload' s anlload' sanlload' san/load•san/load'sanlloadsanlload' s anlload' s an/load', s anlload• s anlload' sanlload`san/load'sanlload' s anlload' s an/load' Roofs, 100 18'-2" 13 20'-4"13 13 19'-7" 13 15'-9"17 17 1T-7" 17 16'-11" 17 12'-6" 27 15'-1".23 127 13'-6" 27, 4'-0" 45 110 17'-8" 14 19'-9" 14 19'-1" 14 15'-3" 18 17'-1" , 18 16'-6" 18 11'-5" 32 12'-10" 32 12'-5" 32.4'-0" 55 120 15'-11" 17 1 T-10" 17 1 T-3" 17 12'-6" 27 15'-5" 22 13'-6" 27 10'-5" 39 11'-7" 39 11'-3" , 39 4'-0" 65 123 15'-6" 17 17'-4" 17 16'-9" 17 12'-2" 28 -1" 41 8'-9" 45 3'-4" 69 130 11'-4" 23 12'-8" 23 12'-3" 23 9'-2" 36 10'-11" 31 20 31 7'-8" 51 8'-7" 45 8'-3" 51 3'-1" 77 140-1 10'-6" 27 11'-9" 27 11'-5" 27 8'-7" 41 , 9'-7" 41 : 9'-3" 41 T-8" 51 8'-7" 45 8'-3" 51 2'-11" 89 140-2 10'-6" 27 11'-9" 27 11'-5" 27 8'-7" 41 9'-7" 41 9'-3" 41 7'-2" 59. 7'-11" 53 7'-8" 59 2'-11" 89 12'-6" � B'-8" � �� � '� 59 " 593'-5",89 '- " 48 8'-6" 48 6'-8" 68 7'-5" 60 7'-2" 68 102 x Open Structures Mono-Sloped ed Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang Cantilever Zone 182 3 3 4 4 182 182 3 3 4 4 182 182 3 4 4 All All LZone sanlload' s anlload' sanlload' san/load•san/load'sanlloadsanlload' s anlload' s an/load', s anlload• s anlload' sanlload`san/load'sanlload' s anlload' s an/load' Roofs, 100 18'-2" 13 20'-4"13 13 19'-7" 13 15'-9"17 17 1T-7" 17 16'-11" 17 12'-6" 27 15'-1".23 127 13'-6" 27, 4'-0" 45 110 17'-8" 14 19'-9" 14 19'-1" 14 15'-3" 18 17'-1" , 18 16'-6" 18 11'-5" 32 12'-10" 32 12'-5" 32.4'-0" 55 120 15'-11" 17 1 T-10" 17 1 T-3" 17 12'-6" 27 15'-5" 22 13'-6" 27 10'-5" 39 11'-7" 39 11'-3" , 39 4'-0" 65 123 15'-6" 17 17'-4" 17 16'-9" 17 12'-2" 28 15'-1" 23 2" 28 9'-7" 45 11'-4" 41 —45 10-11" 41. 4'-0" 69 130 13'-5" 23 16'-5" 20 15'-10" 20.11'-t3" , 31 , 13'-0" 31 12'-7" 31 9'-1" 51 1t '" 12'-2" 1,0'-5" 4 3'-8" 77 140.1 12'-6" 27 15'-3" 23 13'-6" 27 10'-10" 36 -1"3611'-8" 36 9'-1" 51 10'-6" 4510'5"453'-5",89,140.212'-6" 10'-2" 51 3'-4" . ,89 140.2 13'-4" 27 15'-3" 23136"2710'--1"3611'-8"368'-5" 14'-5" 27 10'-6" Nfl 12'-11" 36 12'-6" 36 B'-8" 59 9'-9" 59 9'-1" 593'-5",89 150.11'-7"3212'-11" 150 13'-0" 32 32 12'-6" 32 9'-4" 11'-2" 42 10'-10" 42 T-10" 68 68 8'-6" 6 3'-3" 102 x Wind Open Structures no -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang Cantilever Zone 182 �• 3 3 4 4 182 182 3 3 4 4 182 3 3 4 4 All MPH s anlload• s an/load', s anlload' s anlload' s anlload' s anlload' s an/load', s anlload• s anlload' s anlload' s anlload' s an/load' Roofs 100 1 T-9" 13 19'-10" 13 22'-10" 13 15'-4" 17 1 T-2" 17 16'-7" 17 13'-2" 27 14'-9" 127 14'-3" 2 4'-G' , .45 110 . 1 T-3" 14 19'-3" 14 14 14'-11" 22 16'-8" 18 16'-1" 18 11'-2" , 32 13'-7" 32 _ 13'-2" , 3Y 4'-0" 55 120. 15'-7" 17 1T-5" 17 20'-1" 713'-6" 19'-5" 27, 15'-1" .22 14'-7"27 22. 10'-2" 43 12'-6" 3910'-11" 13'-1" 34-065123 12'-8" 39. 15'-2" 17 16'-11" 17 P16-- 17 13'-2" 28.14'-B" 15'-2" 28 14'-2"28 23 9'-11" 45 11'-1"4110'-8"4i1,4'-0"69130 41 12'-9" .41.12'-4" 41 4'-0" 69 14'-4"3 16'-6" 16'-0" 20, 20 12'-5" 31 13'-10"31 16'-0" 13'-5" 31 9'-5'51 10'-11" 10'-6"45 12'-2" 10'-2" 513'-11" 77140-1 4'-0" 77 13'-4" 27 14'-11" 27 2316'-8" ,27 10'-6" 36 12'-11",36 9'-5" 51 . 10'-6" .45 10'-2" 51 3'-4" . ,89 140.2 13'-4" 27 14'-11j' 27 14'-5" 27 10'-6" 36 12'-11" 36 12'-6" 36 B'-8" 59 9'-9" 59 9'-5" 59, , 3'-4" 89 150 13'-0" 32 14'-0" 32 13'-6" 32 9'-9" 48 .10'-11" 42 10'-7" 42 8'-2" 68 9'-2" 68 8'-10" 68 3'-2" 102 x Wind Open Structures Mono -Sloped ed Roof .. Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang Cantilever Zone 182 3 4 182 3 4 182 3 4 All MPH s an/load', s anlload' s an/load' s an/load', , s an/load' span/[ oad• span lload' s .anlload' s an/load'.. .,Roofs 100 20'-5" 13 22'-10" 13 22'-1" 13.17-9" 17 19'-10" ..17 19'-2" 17 15'-3" 23 17'-0" 23 16'-5" 23 4 -0" : 45 19'-11" 14 22'-3" 14 21'-6" 14 1 T-3" 18 19'-3" 18 , 18'-7" 18 12'-11" 32 15'-9" 27 . 1,5'-2" 27 4 -0" ,55 1T-11" 17 20'-1" 17 19'-5" 17 15'-7" ,22 1T-5" 22. 16'-10" 22 11.'-8" 39 13'-1" 39 12'-8" 39. 4'-0" 65 1T-6" 17 19'-7" 17 , 1;8'-11" 17 15'-2" 23 16'-11" 23 16'-5" 23 1.1'-5" 41 12'-9" .41.12'-4" 41 4'-0" 69 r140-11 16'-6" 20 18'-6" 20 1T-10" 20 13'-1" 31 16'-0" 26 15'-6" , 26 10'-11" 45, 12'-2" 45 11'-9" 45 4'-0" 77 1"23 1T-3" 2316'-8" .2312'-2"3613-3610'-11" 45 12'-2" 4511'-9" ,45 4'-0" 89-2 15'-5" 23 1T-3" 23 16'-8" 23 12'-2" 36 . 13'-7" 36 13'-2" 36 9'-6" 59 11'-3" ,53 10'-10" s53 . 4'-0" .:89 150 13'-0" 32 16'-2" 26 15'-7" 26 11'-3" 42 12'-7" 42 12'-2" 42 8'-10" 68 10'-6" 60 9'-7" 68 3'-7" 102 PLAT OF BOUNDARY SURVEY for MARONDA HOMES Legal Description LOT 16, CEDAR HILL REPLAT, according to the Plat thereof as recorded in Plat Book 63, Pages 96 through 98, of the Public Records of Seminole County, Florida. 0 w 0 z LO ANS RE W VI EWE i E QANFORF 17 S 89°51'50" E 105.00' 25.00' I I 1 1 , I I I I I 1 I I I I I".0 I__ 0 O 0 15 <" .) U0 .) I Ju C `.j +.I U TRACT 'B' SCALE: 1 "=20' SURVEY NOTES: 1) The street address of the above-described property is 186 CEDAR RIDGE LANE. , 2) The above-described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995. SURVEYOR'S CERTIFICATE 'his is to certify that I have made a Survey of the above described property and that the plat hereon delineated .s an accurate representation of the same. I further certify that this Survey meets the Minimum Technical tandards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REV15ED FOR FINAL SURVEY 4 FE6. ZON PROJECT NO: 04.4.91 KITNEA SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, Fl. 32772-0823 (407) 322-2000 SURVEY DATE: 8 OCTOBER 2004 CERTIFIED CORRECT TO: JEAN D. FORTIN 3 APRIL FORTIN PARAMOUNT FINANCIAL CHICAGO TITLE INSURANCE COMPANY KAMPF TITLE d GUARANTY CORPORATION ADNORAM TrTLE COMPANY, INC.