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HomeMy WebLinkAbout101 Monterey Oaks Dr (4)CITY OF SANFORD PERMIT APPLICATION PermitrNo.: Job Address: f-, it tD a4 Date: 3-17.0,5 Permit Type: ✓ Building Electrical Mechanical Plumbingii Fire Alarm/Sprinkler Description of Work: CAk po-v-r Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓ Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: $ Type of Construction: f1LVa- Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: T3 / 9 30 — 511— wey / / c o (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: GA#tG i�Y Contractor/Address/Phone: F1, 09,0o4 e -,'C u 4,c75 t3e��a 'rw / 3 State License Number: SLG oS 6Co Q,q Contact Person: lul/4 Phone &Fax Number: �'7 Z6o•-a96V abo -6AI)/ Title Holder (If other than Owner): Address: Bonding Company: Address Mortgage Lender: Address: Architect/Engineer 64.:)v^ •:77 Phone No.: Address: S • .9 E3 L./ Fax No.: 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 compliar.; a 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 OU';INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING"OUR. NOTICE OF COMMENCEMENT, • ,. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be . found in the public records of this county, and there may be additional permits required from other governmental entities such. as. ,water management districts, state agencies, or federal agencies. 4cceptance of permit is verification that'I will notify the owner of the property o e requirements of Florida Lien Law, FS 7713. z On 3 nature of Owner/Agent Date/Signature of Contrac or/Agent Date ___ aale11--d1b 6-c / Tint er/Agent's ame ;ijwkureofNotary-State fF1&i a at ra M. f:euley ic: Stao. of Florida eVeL� ,res June 28, 2004 )caner/Agent is �coogeMr Produced ID ,PPLIGATION APPROVED BY: �{o / f,— pccial,Conditions: Tamara M. Cauley Notary Publiceco's State ne 28 da My Comm. Exp 04 Contractor/ NMy Known to Me or Produced ID Date: __3_3/_ 3 Aa r (� FLORIDA POOL ENCLOSURES, INC. A� 927 Hickory Street nri a Altamonte Springs, FL 32701 407-260-2800 Fax: 407-260-6411 STATE CERT. LIC # SCCO56689 Pool Enclosures 9 Rescreening • Screen Rooms • Florida Rooms • Awnings • Glass Windows • Vinyl • Concrete Slabs 9 Service Work Date 3100 3 ❑ Estimate A Order Lot Blk. Sub. JOB DESCRIPTION AMOUNT SCREEN _T7j7 S`f�1CL` A 70"X 4M Mesh..................... Color S v15v ROOF .................... LAt e_A C_o.ti.p05 14e_ F,.4NZ,(, /� ,c rr j-11�2iZm Enamel .................. �ao'1`" � rJ� �li (� S.q'y►+-� •�-J �DtlsQ, Color ..................... DOORS J� � ivr� I.S. Swing .............. bWOW kP �'o Q O.S. Swing ............. SPLASH "' r1Qa� vi, 01' Size ......................:Plop -t> ��v Color ...............:.... � i1,d i' . t� POST Size ....................... Pov+ ���6• BEAM/ tv.j,ae z r1,000 (Aa -e51 3 C 1-2 Color .....................14c+ -f-v b.0 ? z o LM Q,� GUTTER Tyl5+mwL !ZO -- TOTAL $ILI 176- v Color ..................... C�7`� : O V1SJZ F2J �' Size ....................... r7. ��ES • �-,LES&DOWN PAYMENT Downspout..,,..: ...... _,\ Color........... / ' J BALANCE PAYABLE UPON COMPLETION 39e 3pr6posr hereby to furnish material and laborriorriplete in accordance with above specifications, for the sum of dollars $ Payment to be made as follows: Co.,) 5, e, C,0 ...................................................................................................................................................................................................................................... ............................ All material is guaranteed to be as specified. All work to be completed in a workmanlike manner accord- ing to standard practices. Any alteration or deviation from above specifications, including extra costs, y will be executed only upon written orders and will become an extra charge over and above written orde lorida Pool Enclosures, Inc. and will become an extra charge over and above the estimate. All agreements contingent upon strik s, (This proposal may be withdrawn by us accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. if not accepted within days from date.) workers are fully covered by Workman's Compensation Insurance. In consideration of the promises set forth herein, this shall be a binding contract between the parties hereto when executed by both parties. .............................................................................................................................................................................................................................................................I..................... Remptance of Proposal - The undersigned hereby agrees to the above prices, specifications and conditions as being satisfactory and the same are hereby accepted. Florida Pool Enclosures, Inc. is authorized to do the work as specified and payment shall be made as outlined above. "Payments must be received within 10 days of invoicing, and failing such, all outstanding balances will accrue interest at the rate of 18 percent per annum. In the event of a default in any payment, Florida Pool Enclosures, Inc., in addition to any amounts due, plus interest, shall be entitled to cost expenses and attorney's fees incurred in enforcing this agreement. Any action brought to enforce this agreement shall be brought in a court of competent jurisdiction within Seminole County, Florida." This proposal has to be approved by Supervisor of Company within 1 week of sale in order to be valid. Date of acceptance and contract Signatur 4 V TT?Ll VS .1LLcI 11V T The undersi�unPrl hereby anpointc Tami f'atiley as attorney in fact to aptly for and receive a iiwidinE pe, ijiit Tier ire Ti;iiovvinc, aGuress: My attorney is hereby authorized to do everything necessary, to apply for and rec-eive the said Duiiding permit and 1 rainy evervthinu the said aiiornev shah do on my Denali. Sworn to a ibscribed before ine this day the tial of ""3. My COfIMIfUOM DD16MO ssica Kolmetz a E*Bes Novwnbu 28.2M PLAT OF BOUNDARY SURVEY DESCRIPTION: LOT 1 IO RECORDED IN PLAT BOOK 56 1'}=E PLANS ARC RCVIEVJn r ACCEPTED FOR PERMIT A P CONSTRUED TO 6F_ A LICt r THG WORK ANO ',IDT AS CANCEL., ALTER. OR S: PROV iS!ONa GF' l?-iE TE:Ch; ISSUANCE OF A PERMIT !"' DCI'T FRC.:'NI-nu',RFAFTCR TION OF LRRURS UN 'THE: Fa 4Di2 CGTHER VIOLATIONS OF'N' MJ o Q � 3 IL °L V � U for: MARONDA HOMES, INC. MONTEREY OAKS PHASE If PAGES) 3334 PUBLIC RECORDS OF N89043'38"W 85.19' I I — _I0'D.4u N0. -NUMBER P.T.-POINT OF TANGENCY LIED SHadILLBE I, (�T � WITH I ti uj v'C7LATE. I� 66 THG D.E.-DRAINAGE EASEMENT � V rlALL I (. -)ING I6 O.R-OFFICIAL RECORDS aEc- U.E.-UTILITY EASEMENT ARC -ARC LLNG7H L.U.-LICENSED BUSINESS CH.URG.-CHORD UEARING S.&U.E.-SIDEWALK & UHLITY EASEMENT I` �Q i F'.A17� �S'T GOh.IG $L,LX'r{L. I I a 10.00 coyEFZ.EP �pp I I God 3 N I I 3 mos V -Ir 1S\ 10 D. 4 U.E.- "Ci> - �g \ ori A REPLAT SEMI NOLE TRACT'I' 5TORMWATER RUENTION/DETENTION AREA •r I N0. -NUMBER P.T.-POINT OF TANGENCY N I, FOUNDATION LOCATION I ti P.l.-POINT OF INTERSECTION I� W.E. - WALL EASEMENT D.E.-DRAINAGE EASEMENT Chl.-CHORD I6 O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE N89043'38" W I $ $ PERMIT m co MONTEREY OAK.5 DRIVE -- NOTFS- ch COUNTY, FLORIDA 5CALE !'- 20' a 5' 10' 20' GRAPHIC 5CALE NS N Z LOT 109 .¢'cvr.1G �nL4LJL �� Lrr�1E R= 1 50.00'=07°34'38" ARC= 19.84' CH.= 19.82' CH.BRG.= N85°56' 19'W OFFICE COPD e_...... CL r. C_ 1, BEARINGS ARE BASED ON THE CENTERLINE OF MONTEREY OAKS DRIVE BEING N59'43'38"W. FLOOD CERTIFICATION 2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS BASED ON THE FEDERAL EMERGENCY AND FOOTERS HAVE NOT BEEN LOCATED. MANAGEMENT AGENCY FLOOD INSURANCEC E RT I F I ED TO: 3. ELEVATIONS ARE BASED ON NATIONAL GEOOE TIC RATE MAP, THE STRUCTURE Alberto & Jennifer L. Garcia VERTICAL DATUM OF 7929. SHOWN HEREON DOES NOT LIE WITHIN 4. BUILDING TIES ARE TO FOUNDATION. THE 100 YEAR FLOOD HAZARD AREA. Live 0 a k Investment Corporation ,Inc . 5. BUILDING TIES ARE NOT TO UE USED 10 THIS S IRUCTURE LIES IN ZONE " X r a n ty Corp. r pCONSTRUCT DEED OR PLATTED LINES. COMMUNITY PANEL NO. 120294 0040Kam f Title & Gua 6. BEARINGS AND 01-TANCCS ^IONN HEREON ARE EFFFC1`I1,L DATE: APRIL 77, 1995 Adnoram Title Company, I nc. MEASURED AND PER RECORDED PLAT UNLESS MAP REVISION DATE: OTHERWISE NOTED. (SUB..EC T TO CHANGE) Chicago Title Insurance C C) , THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION ABBREVI ATIONS/LEGEND: Q FOUND 1 1/4" IRON PIPE (LS 2005) 9 FOUND Ado. 28��� Q FOUND L71r�L�o. L.S.Za75LJ FOUND CONCRETE MONUMENT N0. -NUMBER P.T.-POINT OF TANGENCY CONC-CONCRETE C.S.E. -CITY SERVICE EASEMENT FOUNDATION LOCATION R, -RADIUS P.l.-POINT OF INTERSECTION L.S.-LAND SURVEYOR W.E. - WALL EASEMENT D.E.-DRAINAGE EASEMENT Chl.-CHORD P.C.-POINT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE U.E.-UTILITY EASEMENT ARC -ARC LLNG7H L.U.-LICENSED BUSINESS CH.URG.-CHORD UEARING S.&U.E.-SIDEWALK & UHLITY EASEMENT D.U.&S.E.-DRAINAGE, UTILITY & CENTERLINE A/C -AIR CONDITIONER PAD ADELTA (CENTRAL ANGLE) D.&U.E.-DRAINAGE do UTILITY EASEMENT SIDEWALK EASEMENT T VONE, INC. — � � LAND SURVEYORS AND MAPPERS 300 COUNTY ROAD 427 SOUTH LONGWOOD, FLORIDA 32 750-54 99 TELEPHONE (407) 830-9080 FAX No. (407) 339-3636 THIS SURVEY NOT VALID UNLESS EMBOSSED WITH THE SIGNATURE AND RAISED SEAL OF AFL IDA LICENSED URVEYOR AN7APPER / REVISION DATE RECERTIFIED FINAL LOCATION FOUNDATION LOCATION K,;. NICK F, CAVONE ( PRESIDENT FLORIDA SURVEYOR k MAPPER NUMBER 2005 LICENSED BUSINESS NUMBER 5073 FORMBOARD LOCATION STAKE HOUSE STAKE LOT W.O. STAKE LOle-3 I W.O. STAKE HOUSE �- I p(o I W.O. FORM CHECK _ W.O. FOUNDATIONZ000-&Z W.O. FINAL ` CoC:�z _7F7 W0. RECERT LOT by CHIP CADD FILE: MOAKSL 110.DWG .. � peer• � ►-- ���. � �qq 7z, -7 ZI Joe 31a o C) o x vt 20xt(o aosL'L-1-4 -Poa� '&"4syc� AP,P� gtWA+M. P64y, 6-t6w P&4d Rme- w�"�S. lzool= 3 CnJL..'Iv%r-"S S CAR-R-Lk6- - .. rkoeaf hop On/ F.PVA Aoter,, //iD � 0Nrt./t� j( s<,� .� Pa.� df ). 3 ppptex QG. R IN s C7AR.tiA� 0 0 0 j m A M = C Q z 0 m 0 2 1 0 �i s M Z M 0 s M M in m in 2 Z 111 t f - Y f O 0 (D m r m m r 0 0 m I1 W 2 O I , iT1 03 m T V = • \ yJ V v 10 y� �y �fD r � - N �i fT1 Table 2.1.3 , Allowable Spans For CARRIER Beams Used in a Solid Roof, Open or Partially Enclosed Buildings For 3 second wind gust at velocity of 120 MPH or an applied load of 28 # 1 sq. ft.' Aluminum Allov 6063 T-6 Single Self -Mating Beams 13'.0" 14'-0" 15'-0" 2" x 4" x 0.044" x 0.100" 2"x5"x0.050"x0.100" 2"x6"x0.050"x0.120" 2"x7"x0.055"x0.120" 2"x8"x0.072"x0.224" 2" x 9" x 0.072" x 0.224" 2" x 9" x 0.082" x 0.306- r x 10" x 0.092" x 0.369" Double Sblf-Mating Beams 2"x8"x0.072"x x louble Self -Mating Beam with 2 x 4 SMB added to Top or Bottom (Perpendicular to Wobs 2" x 8" x 0.072" x 0.224- 2" x 9" x 0.072" x 0.224" 2"x10"x 5'-6' b 5'-3' b 5'-1' b 6'-10' b 6'-7' b 6'-4' b T-10' b 7'-7' b 7'-4' b 8'-11' b 8'-8' b 8'-I' b 11'•8' b 11'-3' b 10'-10' b 12-11' b 12-5' b 2-0" IT -0- bb 13-11' b 1 13-5. b 12-11' 16-6 11'-10' -4' b5 5 16':6"-]-17'-0" 1 18'-0" 1 Allowable S an'L' 1 4'-11' b 4'-10' b 4'-8' b 17-2 b 5'-11' b 5'-9' b TA' b 6'-10' b G'-0' b 8'-1' b 7'-10' b 7'-8' b 10'-6' 'b 10'-2' b 9'-11" b 11'-8' b 11'-4' b 10'-11' b 12'-7' bl 12'-2' b 11'-10' 14'-10' b 14'-5' b 14'-0' Load Width ' b 4'-2' b 19'-0" 20'-0" bandin 'b' or deflectlon d 4'-6' b 4'-5' b 4'-4' b 5'-7' b 5'-6' b 5'-11' b G' -G' b G'-4' b 6'•2' b T-5' b 7'-3' b 7' 9'-8' b 9'-5' b 9'•2' b b 10'-5' b 9'A V b 01 11'-3' T-6' b bi 13' 10'-6' b 22'-0" 23'-V 1 24'-0" 4'-3' b 4'-2' b 4'-0' b 5'-3' b-1' 21'.0 Tributiry 6'-0-b 5'-11' b 5-9' b 1' bi G'-9" b 6'4' b 8'-11' bi 0'-9" b 8'-7' b 9'A V b 9'-9' b T-6' b 10'-9' b 10'-6' b 10'-3' b 12'-0' b 17-5* b 12'-1' b Tributary Load Width 13'-0" 14'-0" 15'-0" 16'-0" 1 17'-0" 18'-0" 19•-0" 11 20'0" 21'.0 Tributiry Load Width 24'0" Allowable Span'L' f bondin 'b' or o octlon'd' 17'-11' b 17'-3' b 16'-8' b 16'-1' b 15'-8' b 15'-2' b 14'-10'b 14'-5" b 14'-1' b 0"1 24'-0" 13'-2' b 14'-6' b 19'-8' b 18'-11' b 18'-4' b Allowable Span 'L' / bendin 'b' or deflection 'd' 15'-6' b 16'•5" b 6'-6' b 15'-10' b 15'-4' b 14'-10" b 14'-5' b 13'-11' b 18'-6' b 12'-11' b 12'-8`#13'-91- i b b 12�-i 1 ' b 17'-7' b 17'-0'' b 16'-6' b 15-11' b 15'-6' b 15.1' b 14'-9' b 14'-4' b 14'-1' 117-6' -y. 19' 3' b 18-9' b 18'-4' b 17'-11' b b 17 2' b b 22' S' b 21' 8' b 20'-4' ti 19'- 0' b Tributary Load Width 13'-0" 14'-0" 15'-0" 16'-0" 1 17'-0" 18'-0" 19•-0" 11 20'0" 21'.0 22•-0•' 23'-0" 24'0" Allowable Span'L' f bondin 'b' or o octlon'd' 17'-11' b 17'-3' b 16'-8' b 16'-1' b 15'-8' b 15'-2' b 14'-10'b 14'-5" b 14'-1' b 15'-2` b r b 14-10' b 13'-2' b 14'-6' b 19'-8' b 18'-11' b 18'-4' b 17'-9' b 17'-2` b 16-9' b 16'-3' b 15'-10' b ' b 15'-6' b 16'•5" b 20'-10' b 20'-1' b 19'-5' b 18'-10" b 18'-3' b 17'•9' b 17'-3' b - 19'-5' b 18'-11' b 18'-6' b 10'-1' b 17'-9' C 124-1' b 23'3' b 22'-5' b 21'-9' b 21'-1" b 20'-6' b 19'-11' les at the beginning of this section and velocities other than 120 MPH, see conversion tables on the specification pa a or example below. Note: 1. It is recommended that the engineer be consulted on any carrier boam that spans more than 55' 2. Spans are based on 140 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 Indude length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. 5. For high velocity zones, convert to 130 MPH spans. Example: To calcualats maximum span'L' at 140 MPH wind velocity for: 2"x 9"x 0.072' Single Self Mating Beam with a Tributary load Width 1. FInd'L' al 120 MPH: L=17-0" 2. Convert 1: to decimal feel: L=17-0'=12.00' 3. Select the appropriate multiplier from the conversion table'found on the specification sheet at the beginning of this section. if the span is followed by V use Bending multiplier, if the span is followed by'd' use Deflection multiplier. 4. Multipty 1: in decimal feet by appropriate multiplier. 'L' at 140 MPH Is 12.00' x 0.87 =10.44' =10'-5' -r --I 0 m v� 'Ti m rn N D Z v O m D Z D IF N Z' v; N 4 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.2.7 Allowable Spans for 0.030" PRO -FAB Composite Panels wl EZ -LOCK for Various Loads Metals USA, Building Products Southeast, Inc. Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" v AR" r n Win" Rnnf Dnnei /R Vnlua of 11 AM —19: 7J r%f'le I P_I.e. 12nn ­ Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 182 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang I Cantilever All Roofs 100 MPH 18'-3' 20'-5' 19'-9' 24'-11' 27'-11' 2T-0' 12'-10' 17'-8" 13'-10' 17'-11' 14'-4' 13'-11' 4'-0' 110 MPH 13'-6' 18'S" 18'-0" 23'-10' 26'-8' 25'-9' 10'41' 13'-1' 12'S' 15'-7' 13'-1' 12'-8' 4'-0' 120 MPH 12'-4' 13'-10' 13'-4' 21'-11" 24'-6' 23'S' 9'-11' 11'-2' 10'-10' 14'-4' 11'-11" 11'-7' 4'-0" 123 MPH 11'-3' 13'-6" 13'-0- 21'-9' 24'4' 23'-0' 9'-9' 10'-11" 10'-0' 13'-11' 11'-8' 11'-3' 4'-0' 130 MPH 10S' 12'-9" 12'-4' 20'-5" 22'-10" 22'-1' 9'-3' 10'-4' 9'-11' 13'-3' 11'-1' 10'-8' 4'-0' 140 MPH 9'-11" IVA' 10'-8' 19'-2' 21'-5' 20'-9' 8'-7' 9'-7" 9'-3' 12'-9' 10'-3' 9'-11" 4'-0- 150 MPH 9'-3" 1V-4- 9'41' 1T-8- 19'-9' 19'-1" T-11' 8'-11' V-8- 11'-11' 9'-7' 9'-3' 4'-0' 4"x 48" x 0.030" Roof Panel IR Value of 15.441 wl EZ -LOCK I Glass Rooms Wind Region Open Structures Mono -Sloped Roof 182 3 4 span spanspan Sere,_„ ::;:ems 18Z 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang I Cantilever All Roofs 100 MPH 20'-3' 22'-8'21'-10" ' 27'-9" 30'-11' 29'-11' 1T-6' 19'-7' 18'-11' 19'-10' 22'-2' 21'-5' 4'-0' 110 MPH -0 18'' 20'-8' 19'-11' 26'-5' 29!-6" 28'-7' 12'-11' 1T-11' 14'-0' 17'-3' 19'-3'- 18'-7' 4'-0' 120 MPH IT -8- 18'-10' 18'-3- 24'-4-2T-2' 20'-11' 26'-3' 11'-1' 13'-3' 12'-10' 15'40' 17'-9' 17'-2' 4'-0' 123 MPH 13'-4' 1 18'-5" 17'-9' 24'-1' 26'-11" 26-1' 10'-10' IZ-11" 12'-0' 15'-6' 17'-4' 16'-9' 4'-0' 130 MPH 12'-8' 1 1T-5' IT -8- 22'-8' 1 25'-4' 1 24'S' 10'-3' 1 11'-6' 11'-1' 14'-8' 16'-5' 15'-10' 4'-0' 140 MPH 10'-11' 13'-2' 12'S- 21'-3' 1 23'-9' 1 2Z-11- 9'-W I 10'-8' 1 10'-3' 14'-2' 15'-10' 15'-4' 4'-0' 150 H IV -3" I 12'-3' 11'-1' 19'-T 1 21'41' 21'-2' 8'-10' 1 9'-11' 1 9'-7' 13'-3' 1 14'-9- 14'-3" 4'-W 5"x48" x 0.030" Roof Panel (RVal of 19.30 w1 EZ -LOC r -Ince v.•.,.,.� � Wind Region Tmnmmctures Mono -Sloped Roof 182 3 4 span span span QGxW 182 span 3 span 4 span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang I Cantilever All Roofs 394' ' 26'-8' 25'-10' 32'-8' 36'-T 35'-4" 20'-8' 23'-1' 22'-4' 23'-5' 26'-2' 25'-4' 4%0' 2T-8" 21'-1 ' 24'-4'• 22'-S 23'-T 21'-T 31'-2' 2V-8- 34'-10' 32'-1' 33'-8" 30'-11' 18'-11' 14'-0- 21-1' 19'-3' 20'-5' 18'-7' 20'-4' 18'-9' 22'-9" 20'-11' 21'-11' 20'-3" 4'-0' 4'-0' 123 MPH 19'-5' 21'-9' 20'-11' 26-6" 31'-10' 30'-9" IT -8' 18'-10" 18'-2' 18'-3" 20'-5" 19'-9' 4'-0' 130 MPH18'-5' 23'-10' 20'-7 19'-11' 26'-8' 29'-10' ' 28'-10' 12'-11' 1T-10' 13'-11' 17'4' 19'-5' 18'-9' 4'-0' 140 MPH 13'-11' 1 19'-1' 18'-5' 25'-1' 1 28'-0' 1 2T-1- 11'.3' 13'-5' 12'-11' 16'-9' 1 18'-8' 18'-1' 4'-0' 150 MPH 12'-11' 1 17'-8' 13'-11' 23'-1' 25'-10' 24'-11' 10'-5' 1 12'-6' 11'-3' 15'-7' 1 1T-5' 1 16-10' 4'-0' . 6"x 48"x 0.030" Roof Panel IR Value of 22,16% wl F7J ACK I Ghee Refnn,e I Wind Region Open Structures Mo loped Roof 182 3 4 span span span Screen Rooms 182 3 ., . 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang I Cantilever All Roofs 100 MPH 27'-2' 394' 29'-4' 37'-2536-2" 40'-2" 23'-0' 26'-3' 25'-5' 26'-7' 29'-9" 28'-9" 4'-0' 110 MPH 24'-9' 2T-8" 26'-9' 35'-538'-3' 21'-5' 23'-11' 23'-2' 23'-1' 25'-10' 24'-11' 4'-0' 120 MPH 22'-T 25'-3" 24'-5" 32'-735'-3" 19'-7' 21'-11' 21'-2' 21'-3' 23'-9' 22'-11' 4'-0' 123 MPH 22'-1' 24'-0" 23'-10' 32'-434'-11' 19'-1' 21'A" 20'-8' 20'-9" 23'-2' 22'-5' 4'-0' 130 MPH 20'-11' 23-5" 22-7' 30'-432-9' 18'-Y 20'-3' 19'-7' 19'-8' 22'-0' 21'-3' 4%0" 140 MPH 19'-5' 21'-8" 20'-11' 28'-0 30'-10' 13'-8" 18'-9" 18'-2' 19'-0' 21'-3' 20'-7' 4'-0' 150 MPH 1TA1' 20'-1" 19'-5' 26'-328'-5' 1 `9' 1 1T-5" Note: 1. The Skylight panel system is designed to span from support to support mated to a full 48' PRO -FAB panel between skylights. Reference this table or table 7.2.6 for allowed spans of the Skylight system. 2. Total roof panel width = room width + wall width + overhang. EMETRLS USRTM Lawrence E. Bennett, P.E. Building Products southeast, Inc. CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 7815 American way, Groveland, FL 34736 TELEPHONE(386)7674774 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX(366)767-6i556 TOLL FREE: 1-800-342-9077 ppeterson@metalsusa.com SEAL © COPYRIGHT 2002 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-33 s I ATTACHED &FREE-STANDING COVERS AND •UTILITY SHEDS Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required . - ....-,-...-. All- GnCi T -A - SECTION `2 ' I, Beam Size Minimum Post Size # Thru•Boits @ 114' o L=D+Y." 318" a Minimum Knee Brace* Minimum # Knee Brace Screws 2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 - 2" x 3' x 0.050' (3) #8 2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 - 2' x 3" x 0.050' (3) #8 2" x 4"-x 0.038" x 0.100" S.M.B. 3'x 3"x 0.060" Scalloped 2 - 2'x 3' x 0.050' (3) #8 2" x 5" x 0.050" X 0.100 S.M.B. 3"x 3'x 0.060" Scalloped 2 - 2' x 3' x 0.050" 3 #8 2" x 6" x 0.050" x 0.120" S.M.B. 3"x 3"x 0.060" Scalloped 2 - 2'x 3' x 0.050' 3 #10 2" x 7" x 0.055" x 0.120" S.M.B. 3" x 3" x 0.093" 3 2 2' x 4' x 0.050' 3 #10 2" x 8" x 0.072" x 0.224" S.M.B. 3" x 3" x 0.093" 3 2 2' x 4' x 0.050' (3) #12 2" 72" x 0.224" S.M S.M.B. A-"-nne-2--naao"cu R- 0.125" 3" x 3" x 0.125" a-Ya"zD.12 4 4 6 3 3 4 2' x 4' x 0.050' 2' x 4" x 0.050' 2'x2'x0.050' 3 #14 3 #14 (4 )014 • Minimum post/beam may be used as minimum knee brace 1 av,c- •Wlnd Uplift M 80# Sag Maximum Attributable Roof Area In Square Feet 91 76 1 62 1 54 1 41 Dimensions" Rating # Zone = 90 to 100 110 MPH 120 MPH 130 MPH 140 MPH 150 MPH 520 MPH 18 15 13 11 10 Applied Load = 23 #/Sq. Ft 28 IN/Sq. Ft. 33 #/Sq. Ft 1 39 #/Sq. FL 45 #/Sq. FIL 52 #/Sq. FL Existing Slab on Grade with unknown 20 17 15 I 13 I 10 I 8 I reinforcement Isolated Footing Uplift M 80# Sag Maximum Attributable Roof Area In Square Feet 91 76 1 62 1 54 1 41 Dimensions" Rating # 96 79 165 of 1 49 1 80# Bag 1,904 - 100. 83 68 60 I 51 --- - ...�- ._..- ---• ---- - ---r-a 1--a 1'-0' x 1'-0' x 1'-0" 520 22 18 15 13 11 10 1'4'x V-4" x 1'-4' 1000 43 36 30 26 22 19 11-6'x 1'-6' x 1'-6" 1320 57 47 40 34 29 25 1'-8" x 1'-8' x T -O" 2040 89 73 62 52 45 39 1'-8" x 1'-8" x 7-6" 2540 111 91 77 65 57 49 2'-0' x 2'-0' x 2'-0' 2640 115 94 80 68 59 51 2'-0" x 2'-0' x 2'-6- 3300 143 118 100 85 73 63 2'-6' x 2'-6" x 2'-6" 4000 200 164 139 118 102 88 4800 .240 197 167 141 123 106 -Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). Slab on grade must be new or in good condition. Pre -Cast Block Footing A. . -. -%." 1...2..... --A. -Ath an a h» nra mix ennerete and backfilled to grade. Dimensions Uplift Rating # Maximum Attributable Roof Area In Square Feet M 80# Sag 1,734 91 76 1 62 1 54 1 41 1 800 Bag 1,819 96 79 165 of 1 49 1 80# Bag 1,904 - 100. 83 68 60 I 51 --- - ...�- ._..- ---• ---- - ---r-a 1--a Note: Maximum upon on pose Is oetermineu oy mulupymy 1410A11,1,.," -,"•-- --•- •--• ^ -.r -- --- Example: Post tributary roof area = 77' Applied load for 110 MPH wind zone = 20#/Sq. Ft. Uplift on post = 77 x 20 =1,540# Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT p.0, 50X t3 --P SntITH pA.YTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 © COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART cal T HOOT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr. P.E. SEAL PAGE 2-31 SECTION 2 I ATTACHED'& FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.2 Allowable Attributable Roof Area per Post for Carports, 0-41, f, %jnr= nnri nthar Onen Buildinas - ALUMINUM POSTS Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT c TELEPHONE (386) 767.4774 FAX (386) 7676556 SEAL PAGEI p COPYRIGHT 2001 2-3 U NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERNi,IISSION OF LAWRENCE E. BENNETT. P.E. Post Wind Load = 90 to 100 MPS110 MPH 120 MPH 130 MPH 140 MPH 150 MPH Applied Load = 23 #/Sq. Ft. 28 q. 33 #/Sq. Ft. 39 #/Sq. FL 45 #/Sq. Ft. 52 #/Sq. Ft. Allowable Roof Area In Square Feet for Various Loads on Post Maximum Height Load Lbs. 3"x 3'x 0.090" Hollow Extrusion -Aluminum Alloy 6063 T-6 11'-10' 5,184 225 185 157 133 100 115 86 100 75 13'-10' 3,888 169139 118 108 92 78 67 58 15'-10' 3,024 131 99 81 69 58 `•� 44 17'-10' Height 2.268 Load Lbs. 3' x 3" x 0.125' Hollow Extrusion - Aluminum Alloy 6063 T-6 13'-9' 6.912 301 247 209 177 157 133 154 115 133 100 16'-1' 18'-4' 5.184 4,032 225 17576 185 144 122 103 9607 58 ht 4'Extrusion -Aluminum Alloy 6063T:1 1 _ 9.31 05 304 212 179 ;107 15 5 179 134 21'-0' 6,984 5,432 236 194 165 139 121 91 104 78 23'-8' 4 074 177 1 146 L 123 104 Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT c TELEPHONE (386) 767.4774 FAX (386) 7676556 SEAL PAGEI p COPYRIGHT 2001 2-3 U NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERNi,IISSION OF LAWRENCE E. BENNETT. P.E. 'ATTACHED &FREE-STANDING COVERS AND UTILITY SHEDS -' t T1 1 ALUMINUM/STEEL COLUMN 'U' CHANNEL (SEE SECTION 9 FOR ANCHORS (SEE SECTION 9) - CONNECTIONS) e .. CONCRETE ANCHORS NCRETE SLAB OR FOOTING — (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL 4zf`_01 P. 3" = V-0" t ALUMINUM / STEEL COLUMN 2"x 2" WITH WALL THICKNESS EQUAL TO OR GREATER THAN ANCHORS (SEE SECTION 9) _ COLUMN WALL '. • . CONCRETE ANCHORS NCRETE SLAB OR FOOTING_XJ:(SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS NOTE: SCALE: 3"= V-0" ATTACHMENT DETAILS ALUMINUM / STEEL COLUMN SHOWN REQUIRE DIAGONAL INTERNAL EXTRUDED FREE-STANDING COVERS ALUMINUM BASE OR BREAK U -CLIP WITH WALL BRACING FOR (CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE ICONCRETE SLAB OR FOOTING FORMED EQUAL TO OR GREATER THAN POST WALL CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O PDX 4368. SOUTH DAYTONA, FL 32121 FAX (366) 767.6556 SEAL PAGE Q COPYRIGHT 2001 2-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ATTACHED &FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 w ROOF PANEL Q (SEE SECTION 7) ANCHOR PER DETAIL FOR �- PAN OR COMPOSITE PANEL BEAMS MAY BE ANGLED FOR FOR NUMBER OF BOLTS AND GABLED FRAME - SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES COLUMN NOTCHED TO SUIT (SEE TABLE 2.1.1, TABLE 2.1.2 AND / OR TABLE 2.2.1, TABLE 2.2.2) 14� SIDE NOTCH POST TO BEAM CONNECTION BEAMS MAY BE ANGLED FOR --f--------- GABLED FRAME w ROOF PANEL (SEE SECTION 7) 1-3/4" x 1-3/4'x 0.063'- RECEIVING CHANNEL THRU - - - - - ANCHOR PER DETAIL FOR j BOLTED TO POST W/THRU O® - �- PAN OR COMPOSITE PANEL BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER ® - ' FOR NUMBER OF BOLTS AND OF BOLTS) ® - SIZE OF POST (SEE TABLE 2.3) OO -9W BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND / OR TABLE 2.2.1, COLUMN NOTCHED TO SUIT ^ TABLE 2.2.2) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CML ENGINSER . DEVELOPMENT CONSULTANT P.O. BOX 4366. SOUTH DAYTONA, FL 32121 F/1X(366)767.8556 SEAL PAGE © COPYRIGHT 2001 2-17 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 CONt;ECTOR MAY BE (2) ANGLES, INTERNAL 'U' CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) MINIMUM NUMBER S.M.S. @ 314' LONG REQUAL T BRA DEPTH (SEE SECTION 9) SCREENED ENCLOSURES 8 � 8 J 6 G PRIMARY BEAM ' 6 WC- (SEETABLE 1.1 OR 1.8) 6 oW. 8 r NOTE CARRIER BEAM _ EXTRUSIONS W/ INTERNAL (SEE TABLE 1.5) SCREW BOSSES MAY BE CONNECTED W/ (3) #10 x 1-1/2' INTERNALLY.. . -rr% r2=A■a r-nmmr-r 1oN DETAIL 1' X 2' OR 2- X 2- ATTACHED TO WALL W/ #10 x 2' S.M.S. O.@ SCALE: 3' =1'-0' HOST STFjUC:TURE MASONRY OR FRAMED WALL (SELECT FASTENERS FROM SECTION 9)iiiiiiiiinitiontorslow; BEAM TO WALL CONNECTION DETAIL BEAM SCALE: 3'= V-0* --.000 SA PAGE 1-16 Lawrence E. Bennett, P.E. V. rP.O. BOX 4368. SOUTH DAYTONA. FL 3Z1Z► TELEPHONE (386) 757-4774 FAX (386) 7674556 © COPYRIGHT 2002 THE yWWTTEN PERJ.USSION OF LAWREMM E• B�ETT- PJE. NOT TO BE �PROOUCEO U4 WHOLE OR 1.4 PART WRHOtIT . PRIMARY OR J ��l 6 MISCELLANEOUS o. FRAMING BEAM W 8 ; (SIZE PER TABLES) a 8 HOST STFjUC:TURE MASONRY OR FRAMED WALL (SELECT FASTENERS FROM SECTION 9)iiiiiiiiinitiontorslow; BEAM TO WALL CONNECTION DETAIL BEAM SCALE: 3'= V-0* --.000 SA PAGE 1-16 Lawrence E. Bennett, P.E. V. rP.O. BOX 4368. SOUTH DAYTONA. FL 3Z1Z► TELEPHONE (386) 757-4774 FAX (386) 7674556 © COPYRIGHT 2002 THE yWWTTEN PERJ.USSION OF LAWREMM E• B�ETT- PJE. NOT TO BE �PROOUCEO U4 WHOLE OR 1.4 PART WRHOtIT SECTION 7 0.024"x 12" ALUMINUM BRK MTL RIDGE CAP SOLID ROOF PANEL PRODUCTS #10 x 4" S.M.S. W/ 1/4 x 1-1/2' S.S. NEOPRENE WASHER 8' O.C. SEALANT #8 x 9/16" TEK SCREW aQ W O.C. (3)1/4"0THRU-BOLTS (TYP.) 1/8' x 3" x 3" POST OR SIMILAR #8 x 9/16' TEK SCREW @ 6" O.C. BOTH SIDES PANEL R60F TO RIDGE BEAM Cad POST DETAIL SCALE: 3" =1'-0' 0.024' X 12' ALi'1 ON I`.�. 8" MTL RIDGE CAP VARIABLE HEIGHT RIDGE BEAM EXTRUSION ROOF PANEL 2"x' SELF MATING BEAM #10 x 4' S.M.S. W/ 1/4 x 1-1/2' NEOPRENE WASHER 0 8' O.C. SEALANT .. ............... #8 x 9/16' TEK SCREW @ 8" O.C. ' 1/8" WELDED PLATE SADDLE W/ (2)1/4' THRU-BOLTS #5 REBAR IMBEDDED IN TOP OF CONCRETE COLUMN (BY !'a .' '• OTHERS) PANEL ROOF TO RIDGE BEAM Caa CONCRETE POST DETAIL SCALE: 3" =1'-0' Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774' FAX (386) 76744 SEAL PAGE ® COPYRIGHT 2002 7-14 NOT TO BE REPRODUCED IN wHoLE oR w PART wITHouT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E I ALUMINUM FRAMING COMPONENTS SECTION 8 0.072' r 4.00' A = 3.474 in? WT = 3.981 p.l.f. Ix = 31.657 in' Sx = 7.89510. 6063 - T6 STITCH W/ (1) #8 S.M.S. (4124' O.C. TOP AND BOTTOM OF EACH BEAM (2) 2" x 8" x 0.072" x 0.224" SELF MATING BEAMS SCALE: 3"= V-0' T--4.00' 0.072' A=3.831 in= WT = 4.390 p.l.f. Ix = 43.772 in! Sx=9.718 in' 6063 - T6 STITCH W/ (1) #8 S.M.S. (4124' O.C. TOP AND BOTTOM OF EACH BEAM (2) 2"x 9" x 0.072" x 0.224" SELF MATING BEAMS SCALE: 3"= V-0" / Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (396) 767-4774 FAX (386) 767 -OW SEAL • © COPYRIGHT 2002 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUT THE WRNITEN PERMISSION OF LAWRENCE E BENNETT, P.E 8'7 ALUMINUM FRAMING COMPONENTS 0.092' O o' N —Jc SECTION 8 A=6.249 ins WT = 7.160 p.l.f. Ix —101.446 in' Sx =16.901 In.3 6063 - T6 STITCH W/ (1) #8 S.M.S. Q 24' O.C. TOP AND BOTTOM OF EACH BEAM (2) 2" x 10" x 0.092" x 0.369" SELF MATING BEAMS WITH 2" x 4" x 0.0382" x 10" x 0.092" x 0.369" SELF MATING BEAMS WITH 2" x 4" x 0.038" SCALE: 3' =1'-0' Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSVLTMIT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 787-4774 FAX (386) 7874;556 SEAL PAGE ® COPYRIGHT 2002 NOT TO BE REPRODVCED W WHOLE OR IN PART WITHOVT THE WRRTEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. 8'11 -J* c 0 " io� -17 u6c L}� F PANEL ROOF TO EXISTING FASCIA W/ SUPER GUTTER ROOF PA.ia- TO MR FASCIA I e 401 MALL CARRY BEAM A2 —101 ROOF PANEL TO FASCIA TYPE 1 0 2 OPE FOOTM TYPE 1 2112 TO MODERATE SLOPE FOOTING TYPE 11 VlO STEEP SLOPE FOOTING Al A3 A4 A5 AB nv. —Wt% X— WET =tx"r— =W= PANEL ROOF TO EXIST. FASCIA W/ SUPER GUTTER KNEE BRACING @ POST TO BEAM(4th WALL FRA?15) FOOTING 0 SLAB EDGE FOOTING 13 EDGE WALL SCREEN WALL TO DECK SCFEEN ROOM CORINIER DETAL Ell 132 17,: B3 a. B4 B5 B6 cn W VT F- C) co Z- i�• 0 3' MODUILAR ROOM SUDING DR TO CORNER 3' MODULAR ROOM FLL PNL @ CORNER POST X MODULAR ROOM MALE/FEMALE MULLION CONN. 3* MODULAR ROOM FILL PNIL TO E)GST. STRUCT 3' MODULAR ROOM MODULE TO EXIST. STRUCT SCFEEN WALL 0 HOST STRUCTURE C2 C4 Cl C3 C5 C6 t;6 W:X.NT mf—&.r. tea) .000 tow w -M POST TO FOOTING W/OLIT BRACING (41% WALL FRAME) POST TO FOOTING WITH (11 WALL (1 GLASS ROOM EDGE FOOTING MW MPH & VE 3' MODULAR ROOM FILL PHL Kom MODULAR ROOM WALL TO SLIDING DOOR 3' MODULAR ROOM WALL MODULE TO PNIL RDi 2 E) r D4 99!9'MoBLE ID6 s/-, — — D3 D6 Mar 28 03 02:52p .. "• /lox S.M.S. W/ 1/4, X 1-1/2• SS. NEOPR. BACKD WASHER SPACED O 6' O.C. — ROOr COMPOST -.0 PANEL J• CUTTER RECEIVER I� BLOCK FOOTING DETAIL ErRUSIDN I JS X 9/16' TECKS 0 6. O.C. BOT)+ SIDES _ yI (3) 1/4' D0., 3-1/2• p iHRu- BOLTS 444��r 2 X9 SELF WATEB THROUCH BOLTED TO -y X 3' X.123 NOTCHED; POST OR EOUAL OST TO BEAM DETAIL J" RECEN£R CUTTE7 EXTRUSION r. $EALAhi SNAP -N -LOC KI• I:. :':: •:'.':.:•: ... LOMF'OSNE PM!Ll: 16 % 9/16• TEK PACED O B• O.C,; p OOTH SIDES d i )OF PANEL TO JTTER RECEIVER EXTRUS_ /2' * V -O" R0065 ROOT FINISH 4 CUTER BY OVERS. I,t JB • 9/16' S.M.$ O B• O.C. EACH 910C CONT• 1/4' BEAD OFT ELASTOM CRIG SIL-LMT.,'� 4' SNAP-N-LDC.K N COMPOSITE PANEL 1/B• DIA. WEE- HOLES IN00,5E OF FASCIA TRIM O 45• O.C. CONT. 4' z ,DSO ALUM. FASCIA TMM EXTRUS. OR EOUAL ,NEL ROOF FASCIA ROOF01 /B X 9/16' TEK SPACEDO 6' O.C, GOTH SIDES SEALANT �'- ...::.:: J' SWAP -N -LOCK COMPOSITE PANEL 3' VALANCE EXTRUSION DF PANEL TO FREE-STANDING TYPE STRUCTURE _ANCE DETAIL YY GABLE CARCOVER 1'-0' ROOFOB /\/\ 1 1/2 - V-0" FREESTANDING TYPE STRUCTURE TYPICAL GABLE CARPORT yi 4 SEE ROOF PANEL TO RIOCE BEAM DETAIL J• PANEL FASCIA SEE P.DOr PANCL TO FASCIA PANEL DETAIL p.4 L v O O z Q (n Q V 0 v� J dcc OZ �U- oQ nyAa L.ENGOlLS7 9olc 1/9 a.• JYF SEE POS: TO &.AM 1 DETUL (MISCO2) SEE POST TO fODTINO DETAILs° SEE POST TO CONCR. ,y Y A BLOCK FOOTING DETAIL J' x 3' x 1/6" POST TYPICAL _ O 0 33N zz _ F z F N In N N N jK N ROOF LAYOL FREESTANDING TYPE STRUCTURE TYPICAL GABLE CARPORT yi 4 SEE ROOF PANEL TO RIOCE BEAM DETAIL J• PANEL FASCIA SEE P.DOr PANCL TO FASCIA PANEL DETAIL p.4 L v O O z Q (n Q V 0 v� J dcc OZ �U- oQ nyAa L.ENGOlLS7 9olc 1/9 a.• JYF SEE POS: TO &.AM 1 DETUL (MISCO2) SEE POST TO fODTINO DETAILs° SEE POST TO CONCR. ,y Y A BLOCK FOOTING DETAIL O7 lA19CDJ I I CC2 Mar 28 03 02:S2p •s/ r. i- Eng -02 aa.o 03-01-02 O arm . SRD a.A..e �y1�W /, r Dti �F� " AM1 Oy 1 2001 5.8.5.. INC. S3 11 no c A 61 e V� g e Panel Thk. a, G >> e 9 e 20'-7' 20'-8' 20'-11' 21'-5' 1 22'-1' 18'-10' 18'-11' l9'-3' 21'-11' 22'-0" 1 22'-3" 1 22'-9' 23'-4" 20'-4' 20'-1- 20'-5' 22'-6' 22'-7' 22'-10' 1 23'-3" 23'-10" 20'-B' 20'-11' p.3 Half --Snap Composite Panel G ,024 E Panel Wind Speed - 100 M.P.H. Wind Speed - 110 M.P.N. Thk• Overhang 0 F7. 7 FT. 2 FT. 3 FT. 4 FT. 0 FT. 3 T. 4 FT. Foam - tok Density E.P.S. Aluminum - 3105-H14/1-125 Alloy Steal - ASTM-AT26/A 52SM-90 - 7/16", Exposure 1Patent # 4.769,963 & 5,066,599 22'_4• 22'-7 2a' -o' 23'_6 20'- 20'-0' 21'-2' 21'-10' 17'-7' 13'-4' 13'-10' 14'-6' IV -5' �f7 a u .032 15'-7'14'-3' 21'^1• Wind Speed • 26ga. 15'-11' 16'-0" 16'-5" 17'-0' 17'-10' 14'-7 14'-8' 15-1' no c A 61 e V� g e Panel Thk. a, G >> e 9 e 20'-7' 20'-8' 20'-11' 21'-5' 1 22'-1' 18'-10' 18'-11' l9'-3' 21'-11' 22'-0" 1 22'-3" 1 22'-9' 23'-4" 20'-4' 20'-1- 20'-5' 22'-6' 22'-7' 22'-10' 1 23'-3" 23'-10" 20'-B' 20'-11' p.3 Half --Snap Composite Panel IG .024 17'-1' 11'-3' 17'-7' 18'-1' 78-10• 15'-#117'-Sr' #117'-10' '-5" IT -0- " T-0' _ e 6" u .032 18'-Z' -4' 16'-T 19'-2' 19' -SO' 19'-'-5 17'-) 1 - 26ga. 18'-6' 16'-9' t9'-1' 19'-7' 20'-4' 17'- G ,024 18'-5' 18'-7' 16'-11' 19'-5' 20'-1• 17'-2' 17'-4' Foam - tok Density E.P.S. Aluminum - 3105-H14/1-125 Alloy Steal - ASTM-AT26/A 52SM-90 - 7/16", Exposure 1Patent # 4.769,963 & 5,066,599 22'_4• 22'-7 2a' -o' 23'_6 20'- 20'-0' 21'-2' 21'-10' 25'-S' 25'-7' 28'-0' 26'-6' 23'-B23'-11' 24'-6'O.SS. 25'-6' 23'-T" 25'-10' 26-3 28-9 23'-8' 24'-1' 24'-8' fL- Wind Speed - 120 M.P.H. 21'^1• Wind Speed - 130 M.P.H. Notes 9 0 FT. 1 FT. 2 FT. 3 FT. 4 FT. O FT_ 1 FT. 2 FT. 3 FT. 4 FT. Charts show Maximum Clear Spans for Half -Snap Composite Panels used struc"es, Used In Structures classliled as "Open" contain solid roofs with no solid ;1 12'-0' it' -10' 12'-8' - 12' -II' 13'-1' 13'-6" 14'-3' 15'-2" 12'-0' 12'-2" 12'-8' t3'-5' 13'-4' )3'-10' 14'-6' 15'-5' 12'-4• 12'-6' 12'-11" 13'-8' - IG .024 17'-1' 11'-3' 17'-7' 18'-1' 78-10• 15'-#117'-Sr' #117'-10' '-5" IT -0- " T-0' _ e 6" u .032 18'-Z' -4' 16'-T 19'-2' 19' -SO' 19'-'-5 17'-) 1 - 26ga. 18'-6' 16'-9' t9'-1' 19'-7' 20'-4' 17'- G .024 14'-9' 14'-10' 15'-3' 15'-11' - a 6" U .032 W-8" 15'-10' 16'-2' 16'-9" - °:::d - - e 26ga. 1fi'-1' 16'-3' 16'-T 1T-1' walls, only post and beam roof supports, eg. Free Standing Carport,, Free Standing Patio Covers & Free Standing Walkway Covers, panel Is used O.S.B. side up only. Overhang Improves panel span, 4 ft. maximum or as listed. The Thermal Resistance Value of a panel Is R-4 per Inch of thickness. eg. a 4" panel has a value of R-16 Panels may be used In a wall or roof appllcatlon. QS.B, Skin to be fastened wlth #8 x 1 1/2" Wd. Screws @ 6" O.C. or equal. O.S.B. Skin to be weatherprootod w/ a moisture barrier of 2 overlapping layers of 154 building felt minimum. For Maximum Panal Clear Spans for 123 MPH Wind Speed, reduce values listed In 120 MPH Wind Speed by multiplying by 0.98 spans listed are for Exposure H. For Maximum Panel Clear Spans for Exposure C, reduce values listed by multiplying by 0.85 G ,024 18'-5' 18'-7' 16'-11' 19'-5' 20'-1• 17'-2' 17'-4' 16'-6' 19'-1• - 13 8 e U .032 2 1'-D' 21'^1• 21'-3' 21'-t0' 22'-b' 19'-7' a 19' • 20'-10' "Half -Snap" Panel Spans "Open" Structures 9 e 26ga. 21'-2' 21'-3' 21'-7' ?Z'-0' 22'-8' 19'-9' 19' -t0' Engineered by LAWRENCE E. 6ENNETT P.E. - Panel Wind Speed - 140 M.P.H. P.O. BOX 4368, S. Daytona, FL 32121, Tel. (385) 767-4774 Wlnd Speed - 150 M.P.H. Thk. Overhang 0 FT. f FT, 2 FT, 3 FT• 4 FT. 0 FT. 1 FT. 2 FT. 3 F7. 4 Fr G .024 4" a u ,032 ii -2" 11'-4' 11'-t0' - - 10'-4" 10'-6' 11'-1' - - g_ e 26ga. ll' -S" 11'-7" 12'-1' - - 10'-7' 10'-9' 11'-3• _ G .024 14'-9' 14'-10' 15'-3' 15'-11' - a 6" U .032 W-8" 15'-10' 16'-2' 16'-9" - °:::d - - e 26ga. 1fi'-1' 16'-3' 16'-T 1T-1' walls, only post and beam roof supports, eg. Free Standing Carport,, Free Standing Patio Covers & Free Standing Walkway Covers, panel Is used O.S.B. side up only. Overhang Improves panel span, 4 ft. maximum or as listed. The Thermal Resistance Value of a panel Is R-4 per Inch of thickness. eg. a 4" panel has a value of R-16 Panels may be used In a wall or roof appllcatlon. QS.B, Skin to be fastened wlth #8 x 1 1/2" Wd. Screws @ 6" O.C. or equal. O.S.B. Skin to be weatherprootod w/ a moisture barrier of 2 overlapping layers of 154 building felt minimum. For Maximum Panal Clear Spans for 123 MPH Wind Speed, reduce values listed In 120 MPH Wind Speed by multiplying by 0.98 spans listed are for Exposure H. For Maximum Panel Clear Spans for Exposure C, reduce values listed by multiplying by 0.85 G .024 15'-11• 16'-0• 16'-5' 17'-0' - rx•177 u,032 18'-1' 18'-3' 18'-6' 19'-1' 16'-9' 16'-11' 17'-3• 0 tT-3-- - al: 7 8 T R U G TA L L• "Half -Snap" Panel Spans "Open" Structures Non a1 aVaTaMa I STRUCTALL BUILDING SYSTEMS STANDARD ENGINEERING page Ise 8uRau KROAD NAt1Om+10E 14raa69.I7176 Engineered by LAWRENCE E. 6ENNETT P.E. OtcS'AAK r1GecA ICCAL6u4sa-r41u P.O. BOX 4368, S. Daytona, FL 32121, Tel. (385) 767-4774 341, FAV,4�2- "121 Mar 28 03 02:52p T Co cu Lawrence E. Bennett, P.E. Cw [NGs - O O-Dn COM°MTMT conv 'MMM _u i orw,c� rtaed jai �° p.2 O.S.B. COMPOSITE PANEL j i { PANEL PROFILE OF STRUCTALL g �t BUILDING SYSTETAS PRODUCTS "00 "BAn ROnn wA�++oa�*+>a OID°MtAR, ll.[1RpA S T R U C TA L. U iocAL e+xv mr S; Sn°P N Lode / Hdt Snap / OSS. Ponds Engfr—od by Law mc° E B°nn°tt PE a Co \024 /032 ALUMINUM 1.0 LBS DENSITY Ln ` OR 27 GUAGE STEEL E.P.S. FOAM (TYPICAL) 0.6 _ 0.25 m 30' PANEL �— 1 1/4" DRYWALL SCREW GLUED SIDE Co 11-111— 1.0 LBS DENSITY 7/16" O.S.B. E.P.S. FOAM \ .024 / .032 ALUMINUM (TYPICAL) v - I. 0.25 30, HALF— SNAP COMPOSITE PANEL T Co cu Lawrence E. Bennett, P.E. Cw [NGs - O O-Dn COM°MTMT conv 'MMM _u i orw,c� rtaed jai �° p.2 O.S.B. COMPOSITE PANEL j i { PANEL PROFILE OF STRUCTALL g �t BUILDING SYSTETAS PRODUCTS "00 "BAn ROnn wA�++oa�*+>a OID°MtAR, ll.[1RpA S T R U C TA L. U iocAL e+xv mr S; Sn°P N Lode / Hdt Snap / OSS. Ponds Engfr—od by Law mc° E B°nn°tt PE Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAILass= < 0 D Seminole County 77 Q cJien icer; - f- y . a S:I Itj I I. a' 7 AiiAA 44) 106 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-517-0000-1100 Tax District: S1-SANFORD Number of Buildings: 1 GARCIA ALBERTO & 00- Depreciated Bldg Value: $109,851 Owner: JENNIFER L Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: 101 MONTEREY OAKS DR Land Value (Market): $23,300 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 101 MONTEREY OAKS DR SANFORD 32771 Just/Market Value: $133,151 Subdivision Name: MONTEREY OAKS PH 1, A REPLAT Assessed Value (SOH): $116,736 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $91,736 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY SPECIAL WARRANTY DEED 07/2000 03887 1818 $144,000 Improved 2002 Tax Bill Amount: $1,884 WARRANTY DEED 06/2000 03866 1518 $284,000 Vacant 2002 Taxable Value: $89,000 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 110 MONTEREY OAKS PH 1, A REPLAT PB LOT 0 0 1.000 23,300.00 $23,300 156 PGS 33 & 34 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2000 9 2,756 2,304 CB/STUCCO FINISH $109,851 $111,524 Appendage / Sgft OPEN PORCH FINISHED/ 12 Appendage / Sgft GARAGE FINISHED 1440 Appendage / Sgft UPPER STORY FINISHED / 1072 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/pls/web/re_web.seminole_county_title?parcel=33193051700001100&... 4/l/2003 This Instrument Prepared. 13y: THIS INSTRUMENT PREPARED. BY, Nanit:: t�- .-- - 1' •�,-, NAME—7—m" Address: f _ - VC ADDR, F• 3� I'er111it lyo: NOTICE OF COMMENCEMENT I il'IFlED CQpY INARYANNE MORSE STATE OF I.1,0RII)A CLERK OF CIRCUIT OURT COUNTY OF SE 0 CO TY, OR�DA i r► FRK 'I.HE UNDE'RSIGNE'D llcrcby biycs notice that ililprovcnlcnt will*be made to certain rc-0 property, and ill accordance with Ctlapler 713, Florida Stalutcs, the following information isAPR 1 2003 provided in this Noticc of Commencement. 1, DESCRIPTION OF PROPERTY: (legal description of property, and street address if available) C'u-5 •I'H_ a , '� K x'97 P1 t X77?v�1 at��s tJlZi 2. GENERAL DESCRIPTION OFIMPROVEMENT: •t_A a aE� c,¢Q,ay 3. OWNER INFORMATION A. Nalco and address: 13. Interest in properly: C. Namc and address of fee simple title holder (if other than owner): 4. CON'i'RAC'1'OR A. Name and address: Florida Pool Enclosures Inc. P.O. Box 521136 1 IIII Il ill fl ill If ill 11111 II Iflf 11 Ilf II111 II 11111 III II 1111 UII B:' P11011C ntllnbcr: Longwood, FL 32752-1136 407-260-2800 MARYANNE MORSE, CLERK OF CIRCUIT COURT S. SURETY SEMINOLE COUNTY A. Name and address: BK 04764 PG 0155CLERK° S # 2003054014 13. Alnounl of bond S RECORDED 04/01/2003 08i 17147 AM C. Phone number: RECORDING FEES 6.00 r • RECORDED by L McKinley 6. LENDLIt A. Numc alld address: L. Phone number: 7. Persons within ltic State of Florida dcsigtlatcd by Owner upon whoni notices or other docuillcllts inay be served as proYidcd in Section 713.13 (1) (a)7., Florida Statutes: A. Namc aiW address: 13. Phone number: S. Ill addition to llinlsclf, Owner designates the following puson(s) to reccivc a.copy of tllc Licilor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: A. Nanlc and address: B. P11011C 111i111bC1': a."piratioll dale of Notice of Cotnineaccnlcnt (the, expiration date: is 1 year from the date of recordilig ulliess..1 diffcrult date is specified): 1 Si gnalurc o1' Olrucr: 4�Le4 Priated N:Ulie/Address. Swora to and subscribed before IIIc by � `,�{ + (sc u all C�" who is Personally l:uolvn to nlc or roduccd as idelllilicatioll, this day of 1 1120 `1 J SEAL: 1`00" Tamara M. Cauley Notary Public: state of Florida My Comm. Expires June 28, 2004 Comm. No. CC 950398 R1DA