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HomeMy WebLinkAbout231 Clydesdale Cir•7 CITY OF SANFORD PERMIT APPUCATION Application -# : 7— 7 Y z Job Address:n, GU ��5�„_l i c, Parcel H): ��-ci�� �� `• 5C)L0 -mon - O(,eA Zoning: escript'n of Work: 1 Permit Type: Building El"' Electrical ❑ Electrical: New Service - # of AMPS W). Mechanical ❑ Plumbing ❑ Submittal Date: Value of Work: $ to L UU'" ...,....,;.,•-•,VE P Historic District: SquareFootage: 10 . R(Ck F.0N .N :........................... Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential 0 Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: . # of Dwelling Units: Flood Zone: (FEMA form required) Property Owner'zas l-Pnw 10. .. Contractor: A;�(A 9ae_ &ffeh Address: Address: Ci 3 D-1 Phone: E-mail: Phone: State License Number: RL udQgto Bonding Company: Mortgage Lender: Address: Architect/Engineer: Address: Plan Review Contact Person: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS., and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits requi from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit BECKY ROGERS My COMMISSION # DD 630297 ywIRES; February 14, 2011 Pondo t lhN Factory Public Unaarvmors thownere th roperty of the o? Date q Produced ID1/C, I L C.0/G�"�� APPROVALS: ZONING: i% UTIL: FD: Special Conditions: Rev 02/2007 ofFlorida Li rt Law, FS 713. -- 4lJ7 Printractor/ nt's N U / tgnature of Not tate -- --•• BECKY ROGERS +3 MY COMMISSION # DD 630297 . ; EYHIM February 14, 2011 Uonaad 7 iru N AN PWbl a Urt&Wan Contractor/Agent is _ ersonally Known to Me or r Produced ID Z�U� ENG: BLDG: k POWER OF ATTORNEY DATE: : q I hereby name and appoint of Affordable Screen & Patio, Inc_ to be my lawful Attorney-In.Fact to act for me and apply to t11 Building Department for a permit for work to be performed at a location described as: Parcel AD # I..l ~ �1' U,, �' — Lot 10-S Block Subdivision: Raktx--s ernss'] anL r (A odreV o£ Job) (®waxer of Property & Address) anci Tn sign zny name. and do all things necessary to this appointment e'44—k NJ %-- I I LIJLJIV! , pe and print name of C tifie Contractor S'ignatujfePK rti£ied Contractor The foregoing instrument was acknowledged before me this o is personally known to m who produced as identification and wh did not take an oath. Mate ofFloi•ida Notary Sign.atu Notary Name, Printed County 0 seamiraote BECKY ROGERS �'cai , MYOOMMISS1000 030297 ) +� EXPA691 obtUA 1A, 2011 Date: ! / / � nityrU Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 "ARCELID. ,,, 57 S '> 1 u3 ? ;I23 122 121 120 DAvin JoHmsom, CFA, ASA , � 72 r � iY� k'7d titl p PROPERTY 0' 1' TRF TRACT A R " APPRAISER 67 SEMINOLE COUNTY FL, 11 Of E. FIRsT sT PINE WAY sANFORD, FL32771.1468 407-665-750$ 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0650 Number of Buildings: 1 Owner: PAVLAK JASON & SHANNON J Depreciated Bldg Value: $191,244 Mailing Address: 231 CLYDESDALE CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $38,000 Property Address: 231 CLYDESDALE CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: BAKERS CROSSING PHASE 2 Just/Market Value: $229,244 Tax District: S1-SANFORD Assessed Value (SOH): $159,836 Exemptions: 00 -HOMESTEAD (2005) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $134,836 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,761 Deed Date Book Page Amount Vac/imp Qualified 2006 Tax Bill Amount: $2,577 QUIT CLAIM DEED 03/2006 06225 1243 $100 Improved No Save Our Homes (SOH) WARRANTY DEED 03/2004 05282 1198 $170,300 Improved Yes Savings: $1,184 WARRANTY DEED 11/2003 05103 0539 $811,000 Vacant No 2006 Taxable Value: $130,938 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontae DeLand Unit Land gpth PLATS: Pick... Method Units Price Value LOT 65 BAKERS CROSSING PHASE 2 PB 62 LOT 0 0 1.000 38,000.00 $38,000 PGS 97 - 99 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2004 8 1,955 2,390 1,955 CB/STUCCO $191,244 $194,156 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 425 Appendage / Sgft OPEN PORCH FINISHED/ 10 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_County_title?parcel=18203150600000650&cp... 4/4/2007 NOTICE OF COMMENCEMENT STATE OF ;FLORIDA . COUNTY OF& Permit No. 11111 le osii!FtiIFHinItvitIII MIISpIII lIIIIVI IIIA MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COMITY DK 06650 Rg 1711; flpg) CLERK' S # 2007(61726 RECORDED 04/1012007 09:28:38 AN RECORDING FEES 10.00 RECORDED BY T Saith Tax Folio No. (P;ID)AC$_ S� This Instrument Prepared by; " x P O t.4 wr 1 •a Return to; As CERTIFIED ";� r) y fWARYANNE N _ CLERK 0 ' CIRCUIT CC :SEMIN L OU T , RIL1� BY. RK G AI n 10 2007 The undersigned hereby gives notice that improvement(s) will be made certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. OWNER INF TIML h , Name Telephone # �� • �=c7��fa Addres Facsimile # QOAVAD:13a� FEE SEVIPT F. $MILE HOLDER (If other than owner shown above) Name Telephone' Address —' Facsimile # CONTRACTOR Name 'to Telephone #�D`( '3 -- 2� 1 DCP _ Address 1. 110. oy- �SQ.09 5 Q Facsimile # L -0Y1 ts�� , ' 1 • � �"7� SURETY (13® l[NG COMPANY) (IF ANS') Name and Address FENDER (TF ANY) Name and Address I H a a a g a m@ S.l a H a m a g m .i. m a a ID H o@ a i H m g m a a H a s m a m m m m. m a a a S m a a® a ID a q.¢ a H a a a H a a m m a Ia m e a m. m a. q Y. m q q Persons within the State of Florida designated by Owner upon whom notice or other documents ar!ay be ser -Ted as provided by Section.713.13(I)(a)7.,Florida Statutes_ Name & Address Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(I)(a)7., Florida Statutes: Name and Address a l a 3..... m m a a.................................. In addition to himself; Owner designates of To receive a copy of the Lienor's Notice as provided in Section 713.13(i)(b), Florida Statutes. 1 8 0 II II S@ O H fl m®®0 ®IID ®ID @ ®®@ m ID m ID H ID O H a ID a ID m II ID ID g II II H ®H t9 H@ ID H H ID H CI @ ID ®@ m g m ID q II H@ ID 9 m H m S_H H ID ID@ ..^ tl q 0' II@ q Expiration Date of Notice of Commencement (The expiration date is I year from date of recordi g unless a liff, ient date is specified.) Pk u �J - ' Signature Off Owner 1;�y cl y BECKY RMCIS Sw r to a sub ed before me this I�ay ofy l . , 2® �� #° w MY COMMISSION # CO 0302, 7 or 4 71� CRI'IRS, dab y Icy Commission Expires ',�plfy!k!!cUfitii�ltlt@'r� I otary Pub t ���� ,/q /� /� �> The for in ru . t a y owledged before the this _ day of / v 'Y K�V , 20 by (Name of ledged), Yvlto is personally known who has produced _,e e of j.de7tification 'd€ntifieation and who did/ I'd ` e, ati ,/ Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 ,FBC109.1 F.� Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy x 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 1 11 3 SCREEN, ACRYLIC & VINYL ROOMS VTERIOR BEAM (SEE TABLES _ 3A.1.3) H ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES _ 3A.1.4) H SECTION 3�► IA. HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST OST STRUCTURE OR FOURTH WALL FRAME USE BEAM -TO WALL DETAiL tiq;S, Q TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. EVIEWE Lawrence E. Bennett, P.E. FL # 16644 PLANSCIVIL ENGINEER - DEVELOPMENT CONSULTANT ®� tl C; P.O. BOX TELEPHONE: SOUTH DAY ONA,7-4T7 FL 32121 qq �% TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A H* SCREEN, ACRYLIC & VINYL ROOMS 'LW' FOR / MAX. / UPRIGHT HEIGHT (h EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) //-- 1"x2" MIN. 3-1/2" SLAB ON GRADE IF-- OR RAISED FOOTING VARIES (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" X 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) VARIES 'LW' LOAD WIDTH FOR ROOF BEAM 'P/2' 'P/2' JVARIES 'P' VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) w OC r-' z� F- U Lu P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 1. ANCHOR 'I" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS O OR W� ANCHORASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM DCOLUMN INTERNAL CLIPS AND (2) #8 SCREWS W// WASHERS @ EACH POINTNT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF Pl2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140 15U #8 #10 #12 CAL SCREEN R SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 (��Y ru�i�I CIVIL ENGINEER - DEVELOPMENT CONSULTANT I! LA��+kii EVIE�y P.O. BOX 214368, SOUTH DAYTONA. FL 32121 CITY ti� ly j FORD TELEPHONE: (386) 767.4774 �( fiAuvYl FAX: (386)767-6556 PAGE © COPYRIGHT 2004 3A'2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO 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. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) 910 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE - HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 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 2" x 2" OR 2" x 3" OR 2" 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" = l'-0" Lawrence E. Bennett, P.E. FL # 16644 REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT i P.O. BOX 214368, SOUTH DAYTONA, FL 32121 �� ��1I 0"D TELEPHONE: (386) 767-4774 ��Y vF SA FAX: (386) 767-6556 PAGE �g © COPYRIGHT 2004 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: -) #10 x 1-112" S.M.S. -HROUGH SPLINE GROOVES 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. 'IDE WALL HEADER \TTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. "IDE WALL GIRT ATTACHED T ' x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE Q..TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 p, LAN nEViF-W[Epj' CIVIL ENGINEER - DEVELOPMENT CONSUL7ANT� � ���D P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE I © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 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 POST ATTACHED T W/ MIN. (3) S.M.S. IN SCRE SECTION 3A RISER PANELS ATTACHED PERI CHAPTER 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 TU HOST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 14" MASONRY @ 6" FROM EACH ID 24" O.C. (MAX.) PLANSAEVIEWEB Lawrence E. Bennett, P.E.. FL # 16644 ////�'''' �� CIVIL ENGINEER - DEVELOPMENT CONSULTANT j' P.O. BOX TELEPHONE: SOUTH DA 67-477 FL 32121 [{`� TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A0 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Edge BeamSpas -Hollow Extrusions Table 3A.1.1-110 Allowable for Screen, Acryyl design load of 11 #1SF (36 #1SF for Max. Cantilever) g at 110 MPH velocity; using For 3 second wind gust Aluminum Alloy 6053 T-6 2" x 2' x 0.055" 'L' 1 (bendingdefleMax. cti) 2" x 2" x 0.044" b' or deflection 'd') 'L' ' Load Max. Span Load Max. Span 1(bending Max. Width (ft.)3 1 & 2 Span Span 4 Span Cantilever 4 Span Width (ft.) 1 & 2 Span 3 Span Cantilever 51-4" d 6'_7" d 6'4" d 1'-1" d 5 d6 d F;,-4". 7 q'_g" d 5'-11" d 5' g 4'-10" d 5'-11" d 6'-1" 4'-7" d 5-8 d 5' 7" b 0'-11" d 4 8" d 5' 9" d 5' 9" b 0' 11" d g 4'-5" d 5'-5" d 5'-3" b 0' 10" d 9 4'-6"" d 5 -6' d 5'-5" g d 4'-3" d 5'-21 b 4'-11 b 0,-10" 10 4'-4' d 5'-4"(1 5'-2" 10 d 4'-11" b 4'-9'' b 0'-10" d 11 -3 d 14 12 3'-11" 4'-8" b 4'-7" b 0'-10" d 123•• x 2" x 0.070" b' or deflection 'd') 3" X 2" x 0.045" 'L' 'b' or deflection'd') Load Max. Span 'L' 1 (bending' Max. Load Max. Sp 1 (bending Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Cantilever Span 3 Span 4 Span Cantilever 6'-9" d 8'_5" d 8'-7" d 1' 4 d 5 6'-0.. d 7._5.. d 7.7.1 d 1._2,. d 5 6 6'-5" d 7'-11" d 8'-0" d 1. 3.. d 5._8" d 7'-0" d 7.-2,. d 1'-2" d 7 6'-1" d 7�. d 7._8" d 1._3" d 6 d 6' 10" d 1'-11. d 5'_5" d 6'-8" g 5' 10" d 8 7.2. d 7' 4" d 1' 2" d 7 1. 0„ d 5 -2 d 6'-4 d 6�_6,� d 5 7 d 6' 11" d T_0" d 1. 1.. d 6 d 0'-11" d g 4'-11" d 6'-2" d 10 5'-5" d 6'-8" d 6'-9" d 1' 1" d 1-1 10 4'-g" d 5'-11' d 5' 11" b 0'-11" d 11 5'-3" d 6'-5" d 6'-7" d d 11 4'-8" d 5' 9" d 5'-8" b 0' 11" d 12 12 4'-6" d 5'_7" d 5'-5" b 0'_11" d 2" x 4" x 0.050" or deflecti 2" x 3" x 0.0 5"or deflection'd') 'L' Load Max. Span'L' I (bending'b' Max. Load Span / (bending'b' Max Width (ft.) 1& 2 Span 3 Span 4 S an P Cantilever 4 Span Width (ft.) 1 g 2 Span 3 Span Cantilever 9'-8" d 11'-11" d 12'-2" b 1,_11•1 7.�,. d 9'-3" d 9'-5" d 1'-6" d 5 6 9'-1" d 11'-3.. d 11'-1.. b 1, _10" d 5 1' 5" d 7'_0" d 8' 8" d 8'-8" b 7 8.8,. d 10'-8" b 10 3„ b 1. 9.. d 6 6'_g" d 8' 3" d 8'-1" b 1' 4" d 8 8._3, d g 11.. b 9. 7.. b 1'-8" d 7 7,-6„ b 1 _T d 6'_5" d 7'-g" b 9 7'-11" d 9' 5" " d 8 1'-3" d 6'-2" d 7' 4" b 7'-1" b 10 7'-8" d 8' 11 b _g„ d g 10 5'-11" d 6'-11' b 6'-9" b 1' 2' d 11 7' 5" d 8' 6' b 8' 2" b 1.�. d 11 5'-9" d 6'-8" b 6'-5" b 1'-2" d 12 5._7.1 d 1' d distance from upright to center of brace to beam Notes: Add horizontal Above spans do not incllength 1. for beam spans. above ude to the connection interpolated. 2. Spans may Lawrence E. Bennett, P.E. FL # 16644 EVIE ° CIVIL ENGINEER BO NEER 8, SOUTH DAYT NA, FL 3 121 �� SANFUR P.O. BOX ( 86)767-4T74FL 32121 ICI�ll FAX; (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A�� ® M 0 0 a 1 0 V. v in r v n (D 0m CD 0 Z x 0 'z r? Fnm w CD ••o mo�� �'• 0 m CD vm2 0C. a m 2-4 0 y Aom T y -n r ,yr 'z �k Cn A .p Table 3A.1.3-110 Allowable Beam Spans for Miscellaneous Framing Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 XSF Hollow and S ng Beams 2'-6" 3'-0" 3'-6" Tri tary Load W' 4'-0" 4'-6" 5'-0" 5'- •" 6'- " Allowable Span 'L'/ bending 'b' or deflectio 'd` 7'-0" 7'-6" 8'-0" 2" x 4" x 0.050" Hollo 12'-2" d 11'-6" d 10'-11" d 10'-5" d 10'-0" d 9"-8, d 9'-5" d 9'-1" d '-11" d 8'-8" d 8'-6" d 8'-3" d 0.062" Hollo 15'-9" d 14'-10" d 14'-1" d 13'-6" d 12'-11' d 12'-6" 12'-1" d 11'4" d 11'-5" d 11'-2" d 10'-11" d 10'-8" d 2" x 0.044" x 0.1941" 13'-8" d 12'-10" d 12'-2" d 11'-8" d 11'-2" d 10'-10" d -6" d 10'-2" d 9'-11" d 9'-8" d 9'-5" d 9'-3" d 2" x 5" x 0.050-1-U.100" 16-11" d 15'-11" d 15-1" d 14'-5" d 13'-11" d 13'-5" d 12'-1 12'-7" d 12'-3" 11'-11" d 11'-9" d 11'-6" d 2" x 6" x 0.050" x 0.120" 19'-9" d 18'-7" d 17'-8" d 16-11" d 16'-3" d 15'-8" d 15'-2" d " d 14' d 14'-0" d 13'-9" d 13'-5" d 2" x 7" x 0.055" x 0.120" 22'-6" d 21'-2" d 1 20'-2" d 19'-3" d 18'-6" d 17'-10" d 17'-4" d 16'-10" d 16'-5" d 15'-11" d 1.5'-7" d 15'-3" d 2" x 7" x 0.055" w/ insert 27'-3" d 25'-7" d 24'-4" d 23'-3" d 22'-4" d 21'-7" d 20'-11" d 20'-4" d 19'-9" d 19'-4" d 18'-10" d 18'-6" d 2" x 8" x 0.072" x 0.224" 27'-11" d 26'-3" d 24'-11" d 23'-10" d 22'-11" d 22'-2" d 21'-5" d 20'-10" d 20'-4" d 19'-10" d 19'-4" d 18'-11" d 2" x 9" x 0.072" x 0.224" 30'-7" d 28'-10" d 27'-4" d 26'-2" d 25'-2" d 24'-4" d 23'-7" d 22'-10" d 22'-3" d 21'-9" d 21'-3" d 20'-9" d 2" x 9" x 0.082" x 0.306" 31'-9" d 29'-10" d 28'-4" d 27'-2" d 26'-1" d 25'-2" d 24'-5" d 23'4" d 23'-1" d 22'-6" d 22'-0" d 21'-6" d 2" x 10" x 0.092" x 0.369" 38'-2" d 35'-11" d 34'-1" d 32'-8" d 31'-5" d 30'4" cl 29'4" d 28'-6" d 27'-9" d 27'-1" d 26'-6" d 25'-11" d Double Self -Mating Beams 2'-6" 3'-0" 1 3'-6" 1 Tributary Load Width 4'-0" 1 4'-6" 1 5'.0" 1 5'-6" 1 6'-0"1 6'-6" 1 Allowable Span'L' 1 bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 8" x 0.072" x 0.224" 35'-2" d 33'-1" d 1 31'-5" d 39-1'_d 28'-11' d 27'-11" d 27'-0" d 26'-3" d 25'-7" d 24'-11" d 24'-5" 2" x 9" x 0.072" x 0.224" 38'-7" d 36'-4" d 34'-6" d 32'-11" d 31'-9" d 30'-7" d 29'-8" d 28'-10" d 28'-1" d 27'-4" d 26'-9" d 26'-2" d 2" x 9" x 0.082" x 0.306" 41'-1" d 38'-8" d 36-8" d 35'A" d 33'-9" d 32'-7" d 31'-7" d 30'-8" d 29'-10" d 29'-1" d 28'-6" d 27'-10" d 2" x 10" x 0.092" x 0.369" 48'-1" d 45'-3" d 42'-11" d 1 41'-1" d 39'-6" d 38'-2" d 1 36'-11" d 35-11" d 34'-11" d 34'-1" d 33'-4" d Note: 1. It is recommended that the engineer be consulted on any miscellaneous framing beam that spans more than 40' 2. Spans are based on 110 M.P.H. wind load plus dead load for framing. 3. Span is measured from center of connection to fascia or wall connection. 4. 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. 5. Spans may be interpolated. n X M M Z D 0 r n 90 Z 17- X X O O SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A —1---------- U) _ W ROOF PANEL _ Q (SEE SECTION 7) BEAMS MAY BE ANGLED FOR L ANCHOR PER DETAIL FOR PAN GABLED FRAMES OR COMPOSITE PANEL - - FOR NUMBER OF BOLTS AND BOLTS FOR SIDE BEAM SIZE OF POST (SEE TABLE BEAM AND POST SIZES _ 3A.3) (SEE TABLES 3A.3) 1" x 2" MAY BE ATTACHED FOR OF BOLTS)( SCREEN USING (1) POST NOTCHED TO SUIT #10 x 1-1/2" @ 6" FROM TOP AND BOTTOM AND 24 O.C. SIDE NOTCH POST TO CARRIER REAM CONNECTION SCALE: 3" = V-0" ---I----------- co w ROOF PANEL (SEE SECTION 7) 1-3/4" x 1-3/4" x 0.063" RECEIVING CHANNEL THRU — — — — - — — — — -� ANCHOR PER DETAIL FOR PAN BOLTED TO POST W/ THRU - �— OR COMPOSITE PANEL BOLTS FOR SIDE BEAM FOR NUMBER OF BOLTS AND (SEE TABLE 3A.3 FOR NUMBER _ OO SIZE OF POST (SEE TABLE OF BOLTS)( 3A.3) BEAM AND POST SIZES 1" x 2" MAY BE ATTACHED FOR AB 3) S USING (1) #10 x 1-1 6" FROM TOP AND BOTTO ND 24" O.C. D T OTCHED TO SUIT CENTER NOTCH POST TO CARRIER BEAM CONNECTION SCALE: 3" = V-0" �7� ennett, P.E. FL # 16644 PLAN .. CIVIL ENGINEER - DEVELOPMENT CONSULTANT r� P.O. BOX 214368, SOUTH DAYTONA, FL 32121 {('M Qf� TELEPHONE: (386)767-4774 ES � FAX: (386) 767-6556 C PAGE COPYRIGHT 20643A-33 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) #10 x 1-1/2" INTERNALLY PRIMARY FRAMING BEAM v (SEE TABLES 3A.1.1, 2) ® w 1-112" x 1-112" x 0.080" ANGLE ® �m 4 EACH SIDE OF CONNECTING ® o BEAM WITH SCREWS AS ® ui SHOWN MINI. #8 S.M.S. x 3/4" LONG NUMBER REQUIRED ­--\:—ERIOR BEAM TABLES: TO BEAM DEPTH IN INCHES / .1.3 BEAM TO oEAu CONNECTION DETAIL SCALE: 3" = 1'-0" 9EAM TO WALL CONNECTION: (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD FRAME WALL W/ MIN. (2) 3/8" x 2" LAG SCREWS PER S!DE OR, TO CONCRETE W/ (2) 1/4" x 2-1/4" ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" ANGLE OR RECEIVING CHANNEL EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1-1/2" INTERNALLY MINIMUM #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES INTERIOR BEAM TABLES: __j 3A.1.3 X ALTERNATE CONNECTION: (1) 1-3/4" x 1-314" x 1-3/4" x 1 l8" INTERNAL U -CHANNEL ATTACHED TO WOOD FRAME WALL W/ MIN. (3) 3/8" x 2" LAG SCREWS OR TO CONCRETE OR MASONRY WALL W/ (3) 1/4" x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH IN OF BEAM DEPTH LARGE THAN 3" BEAM TO WALL CONNECTION DETAIL SCALE: 3" = l'-0" LawrenFORD ce E. nnett, P.E. FL # 16644 �� E1� CIVIL ENGINEER - D OPMENT CONSULTANT P.O. BOX 214368, SOUTH DA 21 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE��yy y © COPYRIGHT 2004 JA�3� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PER MISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- 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) 45 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. BEFORE SLOPE 3-1/2" (TYP. (1) #5 BAR CONT. ALL SLABS) -/-- TYPE TYPE I T SLOPE / NO FOOTING 0-2" / 12" 8 TYPE II MODERATE SLOPE FOOTING 2" / 12" - V-10" a \\\/.Od k --12" —� TYPE III STEEP SLOPE FOOTING > V-10" Pries: 1. T oundations�show��,ased on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be v e 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 e nominal) is eminimum erosion projection from the host structure of thcarPort or exceeds 20'-0"Thenn a 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 tur h or crack control fiber mesh: Fibermesh ®Mes , InForce e ormerl Fibermesh MD) p er specification may be used in lieu of wire mesh. e II footing or footing section required by local 5. If local building codes require a minimum footing use Typ 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 OF SANT R CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOXSOUTH 214368, FL 32121 E: (366) 767-4774 TELEPHONE: FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 '.�A�3® NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 1 SOLID ROOF PANEL PRODUCT'S 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"_Q_:G- - EXISTING HOST STRUCl'UF WOOD FRAME, MASONRY OR OTHER CONSTRUCTION . FOR MASONRY USE 1/4" x '1-1/4" MASONRY NCHOR OR EQUAL @ 24" U.C. FOR WOOD USE #10 x 171/2" S.M.S, OR WOOD SCREWS @ '12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ..fir`: ROOF PANEL ROOF PANEL, "ASCIA DETAIL SOLE: 3" '='-V-0" ROOF PANEL TO WALL DETAIL STING FASCIA #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL SCALE: 3" = V-0" WOOD STRUCT ES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA AMING WHERE POSSIBLE ONLY. `%, OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SU ASCIA AND THOSE AREAS SHALL HAVE DOUBL - NCHORS. ALL SCREWS INTO THE HOST STRUCT SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE ER HEADED SCREWS. HEADER INSIDE DIMENSION SHALT_ 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 WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC 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 -123 130 140 150 #8 1 #10 1 02 E= Lawrence C. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214360, SOUTH DAYTONA• FL 32121 TELEPHONE: (366) 767-0774 FAX: (386) 767-6556 PAGE © COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. OLID ROOF PANEL. PRODUCTS � SECTION it �~ Tab I1 7.4.1 Structall Buildirig Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" u 48" x 0.024" Roof Panel Open Structures Screen Rooms Glass &Modular Rooms Overhang[ VYind Mono -Sloped Roof &Att 14 1, 40 A Wind Open Structures ached Covers Enclosed Cantilever Rl�yiolt 182 3 4 span span span 1&2 3 span span 4 182 3 4 span span span span All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-e 22'-9" 21'-11" 15'-1" 1T-9'_ 16'-3" 4'-0" 1() NIPH 120 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" .'.:.8: 20'-11" "17'-5" 19-5" 20'-2" 13'-9" 15 4" 14' 10 18-10 12'-6" 13'-11" 13'-6" 4' 0" 4'-0" 1 :i Ivr 19'_6" 21'-10" 21'-1" 19.6'. - 18' 11" 18'-3" 11' 8" 13'-B" 132" 4'-0" 130 MPI, 18'-0" 20'-2" 19'-5" 15'4"4'-0' 23'-10" 26'_8" 140 MPH 3' 12'-4" 13'-9" 1-3" 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'-G" 10'_8" 10'-4" 3'-11" 14 1, 40 A Wind Open Structures Screen Rooms Glass & Modular Rooms Overhang I Wind Mono -Sloped Roof & Attached Covers Enclosed Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 All - span span span span span span span span span Roofs 1 DI) Mr Ff 24'-11" 2T-11" 2T 0" 23'-10" 26'_8" 25'-9 18'-8" 20'-10" 20'_2" 4'-0" 111) MPH 24'-11" 27'-11" 27'-O" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'_8" 4'-0" 121) MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25.7" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4" 16'-0" 15'-6" 4'-0" MPH 272 23'7" _- 22'_10 -3" 20.10" 2 213,_7" 15'_2' 14'-8" 4'-0' _ 140 MPH 14'-5" 16'-2" 5E"' 14-5"83 6'-2" 15-7 12'-8" 14'-2" 13'-8" 4'-0" 50MPH - 4'5" 16'2" 5'-7" 4'-" 16'-2" 15-711-2" 13-2" 129" 4-015 —^ 14 1, 40 A Wind V.u4'4 n- I-- Open Structures _ Idlono-Sloped Roof __ Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed vur I r.- Cantilever f;egion 3�,2 span 3 span =.4 3 n span 4 span 182 span 3 span 4 span AEI Roots 100 MPH 2.3'-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'-G" 22'-11" 22'-2" 15'-1" 118'-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 m 123 MPH 21' S' __ 23'-11" 23.2" III' -6" 20--g" 20'4" 13'_5" 14'-11" 14'_6" 4'-0" -.r 1311 MPH 19'_9" 22' 1" 21'14" - -7.F- 17' 5" 19�-6-6" 18'_10" 12'_8" 14'-2" 13' 8" 4' 0" 14_0 MPH 13'-6" 15'-1" 14'_7" 13'-6" 15'_1" 14'-7" 11'-3" 13'-3" 12'_9" 4'-0" 1ti0 MPH 13'_6" 1>-1" 14' 7" 13' 6" 15'_1" 14' 7" 10'-5" 12' 4" 1 10" 4' T 4" X 48"'X U.V:50' KOOT cane, _ Open Structures Screen Rooms Glass & Modular Rooms Overhang I Wind Mona -Sloped Roof & Attached Covers Enclosed Cantilever Region 18,2 3 4 1&24 1&2 3 4 A!1 Roofs span span span span span, span span span 100 MPH 27'-11" 31' 4" 30'-3" 26'-8" 20'-10" 23'-4" 22'-6' 4'-D" 1.10 MPH 27'-11" 31'-4" 30'-3" 24'-7" �A29'-10"28'-10" 26'-6" 19'-4" 21'-7" 20'-10" 4'-0" 92rd MPI, 26' 6" 29'-10' 28'-10" 22'-10"24'-8" -17'-8" 19'-1 p" 19'---l' 4'-0" 123M 25'-8" 23 28'-8" 26' 5" 27'-9" 25'-7" 22'-2" 24'-10" 23'-11" 16'_0" 19'-3" 18'-7" 4'_0" 13ttl MPH 23'-8" 20'-10" 23' 4" 22 6" 15'-2" 18'_1" 17'-6" 4'-0" 140 - 1 T_6„ 14' 2" 1 10" 15'-4" 15k3 MPH 16'_2" 18'-1" 17'_6" 16'_2" 18'_1" 17'_6" 13'-2" 14'-9" 14' 3" 4'-0" Ni)t.e: TOtal root panel whin = rvum w,uu, �.�„ �• u••• _ -—„�..m..m�r..-.�— �s �U,� Lka Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT 3 5 o B U R B A N IL ROAD, P.O.80X 214368, SOUTH DAYTONA. FL 32121 OLIC)BMAR, FLORIDA 34677 TELEPHONE: (38(3)7674774 NA-fOON�Nir�E. 7-B C10••229 -5L57 FAX: (306)767-6556 IL©CAL �13-r35S-2627 q�lry F•AX E31 3-855-B 12E3 cumQ�gc''s.w 'd i Q COPYRIGI.172001 II T WITHOUT TI -IG WRITTEN PERMISSION I�° fp(j n(t �a t]l:Jl9 NOT TO BE REPRODUCED IN WHOLE OR IN PAROF W CE E%BFSNhICTT E. FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPI E SCREW T -BOLT BOLT ANCHOR .xtrL I I CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. S4METALHEX HEAD MACHINE TEK SCREW LAG SCREW BOLT I I /NEOPRENE WASHER I I OPTIONAL METAL FASTENERS WASHER I SCALE: N.T.S. NOTES: 4 1 ALTERNATIVE FASTENERS"MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING'LQAD VALUES SPECIFIED BY THE MANUFACTURER; AND SHALL BE APPROVED BY THE BUILDING OFFICIAL ...., ..,,.,w„ P EVEWE Lawrence E. Bennett, P.E. �=L 416644 2� CIVIL ENGINEER - DEVELOPMENT CONSULTANT MTV �/ O Lt� NFORD P.O. BOX TELEPHONE: SOUTH DA 67-4T7 FL 32121 �j Yi CCC!!! fffJJJ��u TELEPHONE: (386) 767-4T7M1 FAX: (386) 767-6556 PAGE © COPYRIGHT ADOd NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-1 I-ILAT OF SURVEY • DESCRIF;TION: (AS FURNISHED) LOT 65, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: (;!=RTIFIED TO AND FOR THE THE FINISHED FLOOR ELEVATION OF THIS EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS THE Q.R.H. TITLE COMPANY OF FLORIDA INC. THE REQUIREMENTS SET FORTH IN THE FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). JASON PAVLAK AND SHANNON J•FITZGERALD FIRST HORIZON HOME LOAN CORP, CO N N ^� 40.0' 0 1 1�t 0':1 �20' NVIRONMENTAL rCONSEMENT -� Y i• �' - 1 1 -- WALL IS WALL IS 2.6' OFF N89°35'18"W 6' BRICK WALL 75.00' 2.6' OFF TRACT "I" LANDSCAPE BUFFER NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-13-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. 'ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 65 AS BEING S00'42'26"W PER PLAT. (FIELD DATE:) 11-20-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM42682 FOUNDATION DRAWN BY: FINAL 2-13-04 CK B PLOT PLAN 09/25/03 S00 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE a EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB86393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 wEk"4. ,+ NAIL AND DISC CLYDESDALE CIRCLE46.2003 /,Poe QFND NAIL AND DISC TRACT "A" R'S0 a4 0. b6 '— 1/2"IRON ROD AND CAP LB 86393 (02/13/04) 50' RICHT-OF-WAY `aA 61 CB` 3S 5 CORNER NOT ACCESSIBLE In, ��-------------------ftF---_ N89'36*15"W 196.07 /� PC O' DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY 1" = 30' CENTERLINE OFetg RICHT-OF-WAY A/C 49.91'o�N CBW GRAPHIC SCALE RP RADIUS POINT OHU ,sPy of 0 15 30 IDENTIFICATION WALK IS J zi PCC POINT OF COMPOUND CURVE - - 1.4' OFF_ _ --;:ai`.ig'%IY!:.': _'•..'::.'. ::::,:'�. (f% r6 10' UTIUT EMEN7' �' (� ------------ LO-------^--------- Qa 10 n=14'36'54" 3• C �CONCREfE,- ::;DRIVEWAY,. �= (fi R= 75.00' — 17.5• — 17.5' > > L=19.13' w 15.0' s. :::. a•`• 20.0•:.' o 5.0' 0 CB=N83°05'19"E co (�f COVERED ENTRY O 0 C= 19.08' N 0) N � Q ,— O ONE STORY CONCRETE BLOCK a LOT 64 z RESIDENCE o FINISH FLOOR o nu vu LOT 66 o ELEVATION -28.39 CO N N ^� 40.0' 0 1 1�t 0':1 �20' NVIRONMENTAL rCONSEMENT -� Y i• �' - 1 1 -- WALL IS WALL IS 2.6' OFF N89°35'18"W 6' BRICK WALL 75.00' 2.6' OFF TRACT "I" LANDSCAPE BUFFER NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-13-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. 'ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 65 AS BEING S00'42'26"W PER PLAT. (FIELD DATE:) 11-20-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM42682 FOUNDATION DRAWN BY: FINAL 2-13-04 CK B PLOT PLAN 09/25/03 S00 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE a EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB86393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 wEk"4. ,+ I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOT! CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FOR - BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. FOR THE FIRM b )v w MUISCATELLO JR. PSM#4 28 DATE NAIL AND DISC O LBT#6393 (02/13/04) QFND NAIL AND DISC LB 86393 (02/13/04) OFNO 1/2"IRON ROD AND CAP LB 86393 (02/13/04) CNA CORNER NOT ACCESSIBLE In, DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOT! CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FOR - BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. FOR THE FIRM b )v w MUISCATELLO JR. PSM#4 28 DATE