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HomeMy WebLinkAbout117 Bob Thomas CirPAM • I VAJIFIft CITY OF SANFORD PERMIT APPLICATION 44 6-. Permit No.: 0Date: v Job Address: 1bYY10 c C JnR.P .,.JA4d C3o1'I Permit Type: _jGBuilding 'L lectrical Mechanical _ Plumbing Fire Alarm/Sprinkler Description of Work: S,C,2-,kt) 6, Additional Information for Electrical & Plumbing Permits Electrical: _ Addition/Alteration _Change of Service _Temporary Pole New AMP Service (# of AMPS ) Plumbing/ Residential: Addition/AIteration New Construction (One Closet Plus Additional) Plum bing/Commercia1: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: t/Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: $ 36CX0, e%0 Type of Construction: Parcel No. Contractor/ Address/Ph Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer Address: Flood Zone: Number of Stories: Number of Dwelling Units: Attach Proof of Ownership & Legal Description) Phone No.: 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 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 FINANCINT, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. l NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requ' ments of Florida Lien Law, FS 713, Signature of Ow—neer//A—ge Date Signature of Contractor/Agent Date Print Owner/Agent's Name " Sign , gp ' otary Ilat_tp p Date MY COMMISSION # CC 835138 EXPIRES: May 10, 2003 Bonded Thru Notary Public Underwriters Owner/ Agent is Personally Known to Me or pL# Produced ID ,Nl oZoZS - 5%Z -$'S ?df—6 APPLICATION APPROVED BY: ! 19 _ 't`' Print Contractor/Agent's Name Sign MY COMMISSION N CC 835138 EXPIRES: May 10, 2003 Bonded Thru Notary Public Underwrrers Contractor/ Agent is Produced ID Date Personally Known to Me or Date: O U Z Special Conditions: UFEANOLE COUNTTY LORIDA'S NATURAL CItOICE la - NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit No. •Tax Folio No. (PID) -35-4 30 - =- />Od'Q - P%'-f(S The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folling information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) 1-I a1 1-oma s C n CERTIFIED COPY t a*A A L 3 a-7"71 MARYANNE MORSE i ett". OF CIROUIT COURT GENERAL DESCRIPTION OF IMPROVEMENT \cc een2lmM 6ERNNOLE COUMTY.hRIN n OWNER INFORMATION Name and address t4arenrin Interest in property (Fee Simple, Partnership, etc.) Nt C L i 1/: t• 1 / NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) JUN 0 4 2M CONTRACTOR ame and address 'Eder, Cvr,S4 04- a A.1 ayp Qm a—Agnlyw) Pe anga,r SURETY (Bonding Company) Name and address IIUINWA IIIRNYM IIWwIM YN 1rIW VMWE Nl Wj CLERK W CIRCUIT COURT Amount of Bond BK 04424 PO 1635 LENDER CLERK'S M 20028a8254 RECORDED 06/04/2OOP 01all0s36 PN Name and address RECORDING FEES 6.00 FECMW BY L NcKinl-ey Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and address In addition to himself, Owner designates provided in Section 713 (1)(b), Florida Statutes. Of receive a copy of the Lienoes Notice as Expiration Date of Notice of Commencement The expiration date is 1 year from date of recording unless a different date is specified.) J ,. S gnature o er SHIRLEY MaMARTIN. MY COMMISSION i CC 835138 Swo a subscribed bet a me this Day of eorw EXPIRES: May 20r ry OmwU.r. My Commission Expires: Notary Pub The foregoing instrument was acknowledged before me this day of , 20 by name of person acknowledged), who is personally known to me or who has produced %, as'57.2 S • 70t • (type of identification) as inentification and who did/did not take an oath 111997 MUTED POWER OF ATTORNEY Date: ( /040 C- I hereby name and appoint of 'Y,D L) (', n NS 771, L7GT / d nJ to be my lawful attorney in fact to act for me and apply to for a at a location described as: Lot Block permit for work to be performed Section Township Range Subdivision 117 e,--) dh :] -/ ps CrR — Address of Job) Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Type or Print name of Acknowledged: and License #) Contractor) Sworn to and subscribed before me this b Day of J un — A.D. Notary Public, State of Flo r' ir: SHIRLEY MAE MARTIN MY COMMISSION M CC 835138 3 Vie?= EXPIRES: May 10 2M Seed) P(,!p Bonded Thru Notary Pudic Und&rwriters My Commission Expires: 0 a co-f ly w Pf 1 ` i 1 0 n Of i r I f SANFORD BUILDING DEPT. Vj THESE PLANS ARF REVIEWED AND CONDITIONALLY C7f ACCcP -D FOR PERMIT. A PERMIT ISSUED SHALL ME G:>NST UEL' T"O BE A LICENSE TO PROCEED WITH THE 1. - PK ANND NOT AS AUTHORITY TO VIOLATE, t CAN:t . A! T47R, OR SET ASIDE ANY OF THE CIF THE TECHNICAL CODES, NOR SHALL. JyP, F OF A PERMIT PREVENT THE BUILDING hf.M i Iir ;EAFTF=R REQUIRING A CORREG- 6a TIt;N E ^iOR` ON THE PLANS, CONSTRUCTION OR OTHEP-7 VOLATIONS OF THE CCQzES Cr2.c.Aft rim o h ... co r .. ' =ems? ; `cl C 04 PERMIT hti4ll t f•- r '} J-, SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 INTERIOR BEAK TABLE 3.1.3 OR 3.1. ALUMINUM ROOF SYSTEM PER SECTION H' L IOST STRUCTURE OR OURTH WALL FRAME ARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM SEE TABLE 3.1.1, 3.1.2, 3.1.4 OR 3.1.5) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, RE SEAL 3-1 SCREEN, VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures Aluminum Alloy 6063 T-6 For 3 second wind oust at velocity of 120 MPH or an applied load of 14 # / sq. ft.* Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 1 3'-0" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 1 7'-0" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 7'-7" d 7'-2" d 6'-11" d 6'-6" b 6'-2" b 5'-11" b 5'-8" b 5'-5" b 5'-3" b 5'-l" b 2" x 2" x 0.055" Hollow 8'-0" d 7'-7" d 7'-4" d 7'-0" d 6'-9" b 6'-5" b 6'-2" b 5'-11" bj 5'-8" b 5'-6" b 3" x 2" x 0.045" Hollow 8'-4" d 7'-11" d 7'-7" d 7'-4" d T-1" d 6'-10" b 6'-6" b 6'-3" b 6-0" b 5'-10" b 2" x 3" x 0.045" Hollow 10'-5" d 9'-11" d 9'-6" d 9'-2" d 8'-10" d 8'-7" d 8'-4" d 7'-11" b 7'-8" b 7'-5" b 2" x 4" x 0.050" Hollow 14'-3" d 13'-4" b 12'-0" b 11'-9" b 11'-2" b 10'-8" b 10'-2" b 9'-9" 9'-5" b 9'-1" b 2" x 5" x 0.050" S.M.B. 1 19'-1" di 18'-2" di 17'-4" b 16'-4" bj 15'-6" b 14'-9" b 14'-2" b 13'-7" b 13'-l" b 12'-8" b 2" x 6" x 0.050" S.M.B. 1 22'-4" dl 21'-3" di 20'-0" bi 18'-10" bj 17'-11" b 17'-1" b 16'4" b 15'-8" b 15'-2" bi 14'-7" b For Maximum hieghts at wind velocities other than 120 MPH, see Conversion Table 3B on the specification page for tables at the beginning of this section and example below. Note: For high velocity zones, convert to 130 MPH spans. Example: To calcualate maximum height 'H' at 140 MPH wind velocity for: 2" x 2" x 0.044" Hollow Extrusion with Load Width = 4' 1. Find 'H' at 120 MPH: H = 6'-11" 2. Convert 'H' to decimal feet: H = 6'-11" = 6.92' 3. Select the appropriate multiplier from the conversion table 3A found on the specification sheet at the beginning of this section. if the height is followed by'b' use Bending multiplier. if the height is followed by'd' use Deflection multiplier. 4. Multiply 'H' in decimal feet by appropriate multiplier. H' at 140 MPH is 6.11' x 0.92 = 5.62' = 5'-7" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 SEAL PAGE COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3-29 SCREEN, VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.1.1 Allowable Edge Beam Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 28 # / sq. ft.* 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Cantilever 1 & 2 Spa 3 Span 4 Span Cantileverever 5 3'-9" d 4'-4" b 4'-3" b 1'-0" d 5 4'-0" d 4'-9" b 4'-7" b 1'-1" d 6 3'-7" d 3'-11" b 3'-10" b 0'-11" d 6 T-9" d 4'-4" b 4'-2" b 1'-0" d 7 3'-4" b 3'-8" b 3'-7" b 0'-11" d 7 3'-7" d 4'-0" b 3'-11" b 0'-11" d 8 3'-1" b 3'-5" b 3'-4" b 0'-10" d 8 3'-4" b 3'-9" b 3'-8" b 0'-11" d 9 2'-11" b 3'-3" b T-2" b 0'-10" d 9 3'-2" b 3'-7" b 3'-5" b 0'-11" d 10 2'-9" b 3'-1" b 2'-11" b 0'-10" d 10 3'-0" b 3'-4" b 3'-3" b 0'-10" d 11 2'-8" b 2'-11" b 2'-10" b 0'-9" d 11 2'-10" b 3'-3" b 3'-1" b 0'-10" d 12 2'-6" b 2'-10" b 2'-9" b 0'-9" d 12 2'-9" b 3'-1" b 2'-11" b 0'-10" d 3" x 2" x 0.045" 2" x 3" x 0.045" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Cantilever x. 1 & 2 Spa 3 Spah 4 Span Cantilever 5 4'-2" d 5'-1" b 4'-11" b 1'-1" d 5 5'-3" d 6'-5" b 6'-3" b 1'-5" d 6 T-11" d 4'-7" b 4'-5" b 1'-1" d 6 4'-11" d 5'-11" b 5'-8" b 1'-4" d 7 3'-9" d 4'-3" b 4'-2" b 0'-11" d 7 4'-8" d 5'-5" b 5'-3" b 1'-3" d 8 3'-7" d 3'-11" b 3'-10" b 0'-11" d 8 4'-6" d 5'-1" b 4'-11" b 1'-2" d 9 3'-4" b 3'-9" b 3'-8" b 0'-11" d 9 4'-3" b 4'-10" b 4'-8" b 1'-2" d 10 T-2" b 3'-7" b 3'-5" b 0'-11" d 10 4'-1" b 4'-7" b 4'-5" b 1'-1" d 11 T-1" b 3'-5" b 3'-4" b 0'-10" d 11 3'-11" b 4'-4" b 4'-2" b 1'-1" d 12 2'-11" b 3'-3" b 3'-2" b 0'-10" d 12 3'-9" b 4'-2" b 4'-0" b 1'-1" d 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' / (bending W or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 T-1" b T-11" b 7'-7" b 1'-11" d 6 6'-5" b T-2" b 6'-11" b 1'-9" d 7 5'-11" b 6'-8" b 6'-5" b 1'-8" d 8 5'-7" b 6'-3" b 6'-0" b 1'-7" d 9 5'-3" b 5'-11" b 5'-8" b 1'-7" d 10 4'-11" b 5'-7" b 5'-5" b 1'-6" d 11 4'-9" b 5'-4" b 5'-2" b 1'-6" d 12l 4'-7" b 5'-1" b 4'-11" b 1'-5" d For Maximum Spans at wind velocities other than 120 MPH, see conversion tables on the specification page for tables at the beginning of this section and example below. Notes: 1. For high velocity zones, convert to 130 MPH spans. 2. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Example: To calcualate maximum span 'L' at 140 MPH wind velocity for: 2" x 4" x 0.050" hollow section with Load Width = 65' and 4 span Overhang Condition 1. Find 'L' at 120 MPH: L = 6-11" 2. Convert to decimal feet: L = 6'-11" = 6.92' 3. Select the appropriate multiplier from the conversion table found on the specification sheet at the beginning of this section. if the spant is followed by'b' use Bending multiplier. if the span is followed by 'd' use Deflection multiplier. 4. Multiply'L' in decimal feet by appropriate multiplier. L' at 140 MPH is 6.92' x 0.87 = 5.45' = 5'-5" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 SEAL I PAGE COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-25 SOLID ROOF PANEL PRODUCTS I SECTION 7 Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.026" 2 or 5 Rib Riser Panels Open and Partially Enclosed Buildings Enclosed Buildings Wind Region Maximum Allowable Span Wind Region Maximum Allowable Span 1 & 2 Span 3 Span 4 Span Max Cantilever 1 & 2 Span 3 Span 4 Span Max Cantilever 100 M.P.H. 10'-2" 13'-2" 13'-5" 4'-0' 100 M.P.H. 9'-10" 13'-3" 13'-6" 4'-0" 110 M.P.H. 9'-7" 12'-5" 12'-8" 4'-0' 110 M.P.H. 9'-3" 12'-5" 12'-8" 3'-11" 120 M.F.H. 9'-0" 11'-2" 11'-5" 4'-0' 120 M.P.H. 8'-9" 10'-9" 10'-11" 3'-9" 130 M.P.H. 8'-7" 10'-7" 10'-9" 3'-10" 130 M.P.H. 8'-3" 10'-3" 10'-5' 3'-7" 140 M.P.H. 8'-2" 10'-1" 10'-3" 3'-8" 140 M.P.H. 7'-10" 9'-9" 9'-11" 3'-4" 150 M.P.H. T 7'-9" 9'-7" 9'-10" 3'-6" 150 M.P.H. 7'-2" 9'-3" 9'-6" 3" x 12" x 0.032" 2 or 5 Rib Riser Panels Open and Partially Enclosed Buildings Enclosed Buildings Wind Region Maximum Allowable Span Wind Region Maximum Allowable Span 1 & 2 Span 3 Span 4 Span Max Cantilever 1 & 2 San 3 Span 4 Span Max Cantilever 100 M.P.H. 10'-11" 14'-3" 14'-6" 4'-0" 100 M.P.H. 10'-8" 14'-4" 14'-7" 4'-0" 110 M.P.H. 10'-4' 13'-5" 13'-8" 4'-0" 110 M.P.H. 9'-11" 13'-5' 13'-8" 4'-0" 120 M.P.H. 9'-9" 12'-7" 12'-10" 4'-0' 120 M.P.H. 9'-5" 12'-8" 17-11" 4'-0" 130 M.P.H. 9'-3" 11'-5" 11'-8" 4'-0" 130 M.P.H. 8'-11" 11'-0" 12'-3' 3'-10" 140 M.P.H. 8'-10" 10'-11" 11'-1" 1 3'-11" 140 M.P.H. 8'-6" 10'-6" 10'-9' 3'-8" 150 M.P.H. 8'-5" 10'-5" 1 10'-7" 1 3'-9" 150 M.P.H. 8'-1" 10'-0" 10'-3" T-6" 3" x 12" x 0.050" 2 or 5 Rib Riser Panels Open and Partially Enclosed Buildings Enclosed Buildings Wind Region Maximum Allowable Span Wind Region Maximum Allowable Span 1 & 2 Span 3 Span 4 Span Max Cantilever 1 & 2 Span 3 Span 4 Span Max Cantilever 100 M.P.H. 13'-6" 18'-3" 18'-8" 4'-0' 100 M.P.H. 13'-7" 18'-3' 18'-7" 4'-0" 110 M.P.H. 12'-8" 15'-8" 17'-7" 4'-0' 110 M.P.H. 12'-9" 15'-9" 16'-1' 4'-0" 120 M.P.H. 11'-5" 14'-9" 15'-1" 4'-0' 120 M.P.H. 11'-0" 14'-10" 15'-2" 4'-0" 130 M.P.H. 10'-10" 13'-11" 14'-3" 4'-0' 130 M.P.H. 10'-6" 14'-1" 14'-4" 4'-0" 140 M.P.H. 10'-4" 13'-2" 1 13'-5" 4'-0" 140 M.P.H. 9'-11' 13'-5" 13'-8" 4'-0" 150 M.P.H. 9'-10" 1 12'-9" 1 12'-11" 4'-0" 150 M.P.H. 1 9'-6" 1 12'-10" 13'-1" 1 4'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P. O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767-6556 SEAL COPYRIGHT 2001 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-21 SECTION 3 I SCREEN, VINYL, GLASS & MODULAR ROOMS 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 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. TYPICAL CORNER DETAIL SCALE: 3" = 1'-0" IDE WALL HEADER kTTACHED TO 1" x 2" OPEN 3ACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALLlGIRT ATTACHED T x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW LOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY ANCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ONCRETE Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 SEAL PAGE @ COPYRIGHT 2001 3-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 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 CONCRETE SCREEN, VINYL, GLASS & MODULAR ROOMS BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = 1'-0" 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" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 SEAL PAGE COPYRIGHT 2001 3'12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 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 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, VINYL, GLASS & MODULAR ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 6" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. ( 1) #5 BAR CONT. FE BEFORE SLOPE ALL SLABS) e ° — a— 04 e • I —I I I=11 11— I_I I ; o' 04Ll _ II I-1 I I-1 I I-1 I I-1 I I-1 I I-III=I11=II - 1 i TI I I I- I,; III I Ii1=III=III li, l I' I I—III— 8I 1, o„ TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0-2" / 12" 2" / 12" - 1'-10" > 1'-10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16" THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. ORANGE COUNTY FOOTINGS SHALL BE 18" DEEP & 16" WIDE FOR STRUCTURES / BUILDINGS OVER 400 S.F.. 6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 SEAL PAGE COPYRIGHT 2001 3-24 NOT TO BE PEPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. E;:7ION7 A_TERNATE CONNECTION: x3 SCREWS PER PAN WITH vilPvlNlllJN1 EMBEDMENT INTO A ': rIROUGH PAN BOXED RUSS OR 1) PER OR -TRUSS TAIL SAI S @ .1.2, U.C. EX1S1-iNG FASCIA OR MASONRY USE x i-1/4"MASONRY EQUAL L 24" O.C. vV00D USE i+1U x 'I-1/2 WOOD SCREWS t 2" U.C. iI + HOST STRUCTURE: ZAME, MASONRY OR C DER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-G" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) i-ZOOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 112" LONG CORROSION RESISTAN-r SHEET METAL SCREWS WITH 112" WASHERS. ALL SCREW HEADS I TALL 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. I Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENI CONSULTANT P.O. BOX =1366, SOUTH DAYTONA, FL 32121 TELEPHONE (366) 767-4774 FAX (366) 767-6556 j 1 © COPYRIGHT' 200'1 7 -L I NOT 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.