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HomeMy WebLinkAbout291 Clydesdale CirPermit # Job Address: C79 I Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION 9 Date: _ rJ Zoning: Valu of Work: $ RECEIVED JUN 14 2007 _7 . RE61 .SUN 1 Permit Type: Building l/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial de� Occupancy Type: ResittiII V commercial Industrial Total Square Footage: Construction Type: J # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for attNher than Y) Parcel #: J / Q (Attach Proof of Ownership & Legal Description) Owners Name & Address: /%A- - ^0��, _�� / I `e" &e,/ i C6,61I S Phone: - 7y"A/ r9 d ! 6 d Contractor Name & Address: �� ����� %��i O�✓a7c��— State License Number: /�/y / 4 Phone & Fax: SSS ontaaet Person: Phone: eI6 -7 .�% 97 Q Bonding Company: Address: Mortgage Lender: Address:-------- Architect/Engineer: z:/_44 C/A— Phone: Address Fax: 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 lawn: i -n ulat: ng 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 permitsrmuired from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit i rife tion that ill oti the owner o the property of the requirements of Florid ten Law, V 713. d- 07 - Signatur of Owner/Agent Date Signa re of ontract r/ nt Date MA-�-4,cw At Print Owner/Agent's _e Print Contract en A e � — NMI Pak- M FWW APPLICATION APPROVED BY: Bldg. Special Conditions: Date 40) of Florida Date Contracto er MANt Prod �. ZOtt (is (O 7 °� �� r o0 6b6.110 ink: (Initial &Date) nin a e) � L S.b 0 d X A 1X�, Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy 9 i Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 �e / 7Y 1 Q y 01 �! C&7 c a Oc j 17 Prager Builders, Ina. 2938 Stonewall PL Sanford. FL 32773 PERMU %� r DATE: FON Design Check List for Screen / Vinyl Room (Page 1 of 2) 1. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure 'B' or'C' . or'D' ; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or/ A-0 MPH for 3 second wind gust velocity load; Basic Wind Pressure; Design Pressures for Screen / Vinyl Rooms can be found on page 3A -ii: a. "B" exposure := 41__PSF for Roofs & /_4—PSF for Walls b. "C" exposure =1Y XPSF for Roofs &ZZ&-PSF for Walls c. "D" exposure %A72 PSF for Roofs &I LIPSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A -C on page 3iii. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will.be soli . Phone: 7 U Contractor/ Authorized Rep ame (please print)IoN I Job Name & LAV Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes i A. Project name & address on plans .............. B. Site plan or survey with enclosure location .................................:... C. Contractor's / Designer's name, address, phone number, & signature on plans ... . D. Site exposure form completed ................................................. E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1. Plan view with host structure area of attachment, enclosure length, and projection from host structure 2. Front and side elevation views with all dimensions & heights ......... No 3. Beam span, spacing, & size . .............................................. . (Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size ............................................. . (Select uprights from appropriate 3A.2 series tables) (Check Table 3A.3 for minimum upright size) 5.. Chair rail or girls size, length, & spacing .................................... . (Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location,& size ......................................... (Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes A. Beam & purlin tables w/ size, ckss, spacing, & spans / lengths. Indicate ...... Section 3A tables used: / .3 Beam allowable span conversions from 120 MPH wind zone, "B" Ex osure to !Lis MPH wind zone and/or "C" or "D" Exposure for load width Look up span on 120 MPH table and apply the following formula: No Span / Height Required Span @ 120 MPH�@ ZD MPH (bord)x l (b ord)x(bord)=� Wind Zone Multiplier ** . Exposur Ethe Multiplier' s * �,q � �,Must have attended Engineer's ContinuingjEducatron Clas nnthm pas_tttwo years. `* Appropriate multiplier from page 3A -ii and page 31A -ail %% V ti xi 0 Aft. 5ANFOR b 7� Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... — (Tables 3A.2.1, 3A2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone 'P' Exposure to PQ MPH wind zone and/or'C' Exposure for load width i -I j Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH I I i @ `jiMPH �(bord)xA—(bord)x(bord)=�_ Wind Zone Multiplier'* Exposure Multiplier Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii. b-8 Ye _ No C. Table 3A.3 with beam & upright combination if applicable ........................ D. Connection details to be used such as: 1. Beam to upright........................................................... — 2. Beam to wall ............... ................................... . . r� 3. Beam to beam........................................................... 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection ................................................. 6. U -clip, angles and/or sole plate to deck ...................................... E. Foundation detail type & size .................................................. — Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii. b-8 SITE EXPOSURE EVALUATION FORM I I QUADRANTI i 1500' i EXPOSURE I I I I � I I - - - 150Y I i I I 600, I I QUADRANT IV 40' I QUADRANT 11 n 600' 600' � I EXPOSUREv 40, I EXPOSURE 1 I I 600' I I ----1500' – – – – I I I I I QUADRANT IN 1500' EXPOSURE I i � I NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1"= 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS'B','C', OR 'D' EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: I. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ;k i ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM THE SHORE r: LINE AND ARE EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. SITE IS EXPOSURE: EVALUATED BY: DATE: - . --, rME SIGNATURE: /� ✓ —umu 11 LICENSE #: 1 WE '` C�!�� b-14 CITY OF SANKI)RDN SCREEN, ACRYLIC & VINYL ROOMS SECTION 3� i h INTERIOR BEAM (SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME I PANS OR PANELS I H ALUMINUM ROOF SYSTE PER SECTION 7 OCARRIER BEAM POST I . i I TYPICAL SLOPED SOLID ROOF ENCLOSU E . SCALE: N.T.S. ALUMINUM ROOF SYSTE PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) l H O I' Q i I TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. i I G N4F tfflu, CeE. Bennett, P.E. FL # 16 ' SMEmail: O&T"' Sf UCTURAL ENGINEERING: ^.. Bp 214368, South Daytona, FI 32121 tn?-.- CITY OF (386) 767-4774 Fax #: (386) 767-6556 lebpe@bellsouth.net © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3A-1 SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER — #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE: (2) 1/4" x 1-1/4" MASONRY JCHOR OR EQUAL @ 12" O.C. FOR WOOD USE: #14 x 1-1/2" 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 z a... ROOF PANEL ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" y w�. Z., ao e— EXISTING FASCIA #14 x 1/2" WAFER HEADED S.M.S. SPACED @ 12" O.C. FLOOR PANEL ROOF OR FLOOR PANEL TO WALL DETAI SCALE: 3" = V-0" WOOD STRUCTURES SHOULD CONNECT TO TR FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE 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 -1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone p: (386) 767-4774 Fax 4: (386) 767-6556 E mad: lebpe@be0southnet PAGE I © COPYRIGHT 2006 I 7-4 1 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 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. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. 'HROUGH SPLINE GROOVES ;IDE WALL HEADER ATTACHED TO 1" x 2" OPEN TACK W/ MIN. (2) #10 x 1-1/2" ;. M.S. NDE WALL GIRT ATTACHED 1 " 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 ONCRETE W/ 1/4 x 2-114" :ONCRETE/MASONRY ANCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" ^ R1 H Lawrence E. Bennett, P.E. FL # 16644D 0 CIVIL & STRUCTURAL ENGINEERING LAN P.O. Box 214368, South Daytona, FI 32121 gy Telephone #: (386) 7674774 Fax #: (386) 767-6556 m4or SANFORD Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 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 SECTION COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ �. RISER PANELS ATTACHECI PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG j. SIDES i I` HEADER ATTACHED TO P IST 2" x 2" OR 2" x 3" HOLLOW W/ MIN. (3) #10 x 1-1/2" S. S. IN SCREW BOSSES I I GIRT AND KICK PLATE 2"x 2" I I, 2" x 2", 2" x 3" OR 3" x 2" HOLLOW RAIL HOLLOW (SEE SPAN TABL I S) -- FOR SNAP EXTRUSIONS GRT ATTACHED TO POST WITF MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTO POST ATTACHED TO BOTTOM I RAIL W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES — I, 1/4" x 2-1/4" MASONRY a ANCHOR @ 6" FROM EACH o a POST AND 24" O.C. (MAX.) I TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" NOT, #a �. K"V w PLAN5 .pNp$ La .rence E. Bennett, P.E. FL # 16 CI"Vl & STRUCTURAL ENGINEERING 0 !1 UUU CITY Or�-" P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 I Email: lebpe@belisouth.net I © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3A-71', r SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS DOOR HINGE LOCATION 2 x 2 EXTRUSION 2 x 2 EXTRUSION HINGE LOCATION HINGE LOCATION NOTES: 1. Door to be attached to structure with minimum two (2) hinges. 2. Each hinge to be attached to structure with minimum four (4) #12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three (3) #12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1" x 2" x 0.044" may be fastened to upright with #12 x 1" S.M.S. at 12" on center and within 3" from end of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644REVIEWED CIVIL & STRUCTURAL ENGINEERING iPLAN"' p P.O. Bo(8 )368, South Daytona, 16) 76 F"mORD Telephone #: 21 767-4774 Fax n 3I 3 767.6556 _ SAN E mad: lebpe@bellsouth.net CV PAGE © COPYRIGHT20M 3A-40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION UNIFORM LOAD UNIFORM LOAD Z a l A B A B SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN RM LOAD UNIFORM LOAD l l Z l Z A B C A B C D 2 SPAN 3 SPAN UNIFORM LOAD 4 SPAN NOTFS- 1) G = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 1664 ` ANGR�IVIL & STRUCTURAL ENGINEERING OFP.O. Box 214368, South Daytona, FI 32121 Lo ���JJJ Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net ! © COPYRIGHT2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Z l l l A B C D E 4 SPAN NOTFS- 1) G = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 1664 ` ANGR�IVIL & STRUCTURAL ENGINEERING OFP.O. Box 214368, South Daytona, FI 32121 Lo ���JJJ Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net ! © COPYRIGHT2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTIO" 3A Table 3A.2.1 Allowabipright Heigtinyl Chair Rail Spans or Header Spans for Screen, Rooms Aluminum May 6063 T-6 Fnr A aar and Wind nusf at 110 MP14 valne1hr using design load of 13.0 61SF Sections T-0" 1 3'4" 1 Tributary Load Width W = Purlin Spacing 4--0" 1 4'-6" 1 5--V I 5'-6" I 6'-0" I 6'-6" Allowable Height 'H' / bending b' or deflection'cr T-0" jg'.6" 2" x r x 0.044" Hollow T-6" b 6'-11" b 6'-0' b V-2" b 5'-10' b 5'-T" b 5.'-4" b 5'-1" b 4'-11 b b 2" x2" x.0.055" Hollow 8'-10" b 8'-2' b T-8' b T-2" b 6'-10' b V-6" b 6'-W b 5'-11" b 5'-9" b -T b 3" x r x 0.045" Hollow 8'-4" b T-8' b r-2" b 6'-9" b 6'S" b 6'-2" b VAT b 5'-8" b 5'-5' b3' b 3" x 2" x 0.070" Hollow 11'-1" b 10'3" b 9'-7" b 9'-1" b 8'-T b 8'-2" b T-10' b T-7" b 7'-3' b :-0" b 2" x 3" x 0.045" Hollow 10-2" b 9'S" b 8'-0" b 83'" b T-10" b T-6" b r-2" b 6'-11' b 6'-8" b -0" b 2" x 4" x 0.050" Hollow 10'-8" b 9'-11" b 9'3" b 8'-9' b 8'3' b 7'-11" b T-7' b r -3" -b 6'-11" b ;-9" b 2" x 5" x 0.062" Hollow 13'4" b 12'-9" b 11'-11" b 11'-3' b 10'-8" b 10'-2" b 91-9' b 9'-4" b 9'-0" b :-9' b 2" x 4" x 0.046" S.M.B. 165' b 14'4" b 13'5" b 17-8" b 12'-0" b 11'5' b 10'-11' b 10'-6" b 10'-2" b , `10" b 2" x 5" x 0.050" S.M.B. 18'-6' b 1T-1' b 16'-0" b 15'-1" b 14'-4" b 13'-8' b 13'-1" .b 12'-7' b 12'-1' b 1 '3" b 2" x 6" x 0.050" S.M.B. 19'3" b 1T-10" b 16'-8" b 15'-9" b 14'-11' b 14'3" b 13'-8" b 13'-1' b 12'-T b 1, -2' b 2" x r x 0.044" S 9'-2" b 8'-6' b T-11" b T5" b 7'-1" b 6'-9" b 6'-6" b 6'3" b T-11" b '-9' b r x 3" x 0.045" Snap 10'5' b 9'-7' b 8'-11" b 8'-6" b 8'-1" b 7'-$' b T-4" b T-1" b 6'-10' b -7' b 2" x 4" x 0.045" S 11'3" b 10'-5" b 9'-9' b 9'-2" b 8'-8' b 8'3' b 7'-11' b T -T' b 7'-4' b -1' b 3" x 3" x 0.045" Fluted 9'-1" b 8'-5" b T-10" b T-5" b T-0" b 6'-8' b 6'5" b 6'-2" b 5'-11' b '-9' b 3" x 3" x 0.060" . Square 11'-2' b 10'-4' b 9'-8' b 9'-1" b 8'-8" b 8'3' b 7'-11' b T -T b T-4" b -1 " b 3" x 3" x 0.093" Square 16'-0' b 14'-10" b 13'-11' b 13'-1' b 12'-5" b 11'-10' b 11'-4' b 10'-11" b 10'-6' b 1; ,'-2" b 3" x 3" x 0.125" S 19'-1' b 17'3" b 16'-T b 15'-T b 14'-10" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 1 -1" b 4" x 4" x 0.125" Square L.246K b 22'-11' bi 21'-5" bj 20'-2' bl 19' 2'b 18'-3" b 1 T-6" bi 16'-9' bl 16'-2" b 1; '-8" b c~ 1 -A Win.1 nam4 1911 YIP4r In Ifw- ijainn dasinn Incl of 15_n IMSR Sections 3'-0" 1 7-6" 1 4'-0" All Tri Load Width W a Purlin Spacing;' 4'-6 51-0" 15'-6" 6'-0" 1 6'-6" a Hel ht *H'/ ndingW or deflection 'd' I 2" x 2" x 0.044" Hollow 6'-11" b 6'-6' b 6'-1' b 1 5'-9" b 5'-5" b 5'-2" b 4'-11' bi 4'-9" b 4'-T b -5" b 2" x r x0.055" Hollow 8'-2" b 7'-7" b T-1" b 6'-8" b 6'4" b 6'-1" b 5'-10' b 5'-7" b 5'-4' b -2' b 3" x 2" x 0.045" Hollow T-9" b 7'-2' b 6'-6" b 6'-4' b 5'-11" b 5'-8' b 5'-6' b 5'3' b 5'-1" b4, °11" b X=ESEOTO" Hollow 19-4" b TT -7"b 8'-11' b 8LZ_ 8'-0" b 7'-8" b 7"-1" b T-0" b 6'-9" b ;S' b 2" x 3" x 0. " Hollow 9'S " b 8W b 8'- b 2" T-9" T-4" b 6'-11' b 6-8' b 6'-5, b 6'-2" b 5.11' b x x 0.050" Hollow 9'-11' b 9'-2" b 8'-7' b b 7'-8" b T-' b T-0" b 6'-9" b 6'S' b!3' b 2" x 5" x 0.062" Hollow 12'-10" b 11'-11" b 11'-1' b 10'-6" b 9'-11' b T-13" b 9'-1" b 8'-9" b 8'S' b :-1' b 2" x 4" x 0.046" S-M.B. 14'5" b 13'-4" b 12'-6" b 11'-10" b 11'-2" b 10'-8" b 10'-3' b 9'-10" b 9'S" b -2" b 2" x 5" x 0.050" S.B. 1T3' b 15'-11" b 14'-11' b 14'-1' b 13'-0" b 12'-9" b 12'-2" b 11'-8" b 11'3' b 10-11" b r x 6" x 0.050" S.M.B. 1T-11" b 16'-T b 15'5 b 14'-8" b 13'-11" b 13'" b 3" 17-8" b 12'-2' b 11'-9" b 11 .'-4' b 2" x 2" x 0.044" Snap 8'S" b 7'-11" b T5" b 6'-11' b 6'-7" b 6'-4" b 6'-0' b 5'-9" b 5'-T b 'S' b 2" x 3" x 0.045" Snap 9'-8' b 8'-11" b 8'S" b 7'-11" b 7'-6" b T-2' b 6'-10' b 6'-7" b 6'-4' b '-1' b r x 4" x 0.045" Snap. 10'5" b 1 9'-0" b 9'-1" b 8'-6" b 8'-1' b 7'-9' b TS" b T-1" b 6'-10" b '-T b 3" x 3" x 0.045" Fluted 8'5" b 7'-10" b T-4' b 6'-11" b 6'S" b 6'3' b . 5'-11" b 5'-9" b 5'-6" b :-d" b 3" x 3" x 0.060" Square 1015" b 9'-7" b 6'-11" b 8'-6" b 8'-0" bq7-8*b-4" b 7'-1" b 6'-10" b :-T b 3" x 3" x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-T b0'-7" b 10'-2" b 9'-9" b dQ; b 3"x3"x0.125" Square iT-9" b 16'-6" b 15'-5" b 14-6" b 13'-9" b2' -T b 12'-1" b 11-8" b 1111 b 4"x4"x0.125" Square 23'-0" b 21'x' b 19'-11" b 18'-9' b 1 T-10" b6'-3" b 15'-8" b 15 -1' b 1; '-7 b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to above spans for total beam spans. 2. Spans may be interpolated. M14 OF Lawrence E. Bennett, P.E. FL # 1 CIVIL &STRUCTURAL ENGINEERINt P.O. Boot 214368, South Daytona. F1 32121 Telephone #: (386) 7674774 Fax #: (386) 767-6M Email: lebpe.nei © COPYRIGHT 20M NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRMEN PERMISSION OF LAWRENCE E. BENNEM P.E. PAGE SECTION 3A I SCREEN, ACRYLIC 8t: VINYL ROOMS Table 3A"1.1-120 Allowable dge Bea pans - Hollow Extrusions for Scre ry 1 or Vinyl Rooms For 3 second wind gust a 20 H velocity; using design load of 13.0 #/SF (48.3 #/SF for Max. Cantilever) AWPNW6063 T-6 -x 2" x 0.044 2" x 2" x 0.055" cad Width (ft.) ax. Span V/ (bending 18,2 Span 3 Span 'b' or deflectlon 'dj 4 Span Max. Cantilever Load Max. Span 'L' / (bendln 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'-4" d 0'-11" d 5 5'-4" d 6'-7" d 6'-9" d 1'-0' d 6 4'- " d 5-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 0'-11" d 4'-0" d 51-7" d 5'-6" b 0'-10" d 7 4'-9" d 5'-11" d 5-11" b 0'-11" d 8 —4V7w d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-10" d 9 4'-2" d 5'-0" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-9" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 4'-0" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 T-11" d 4'-9" b 4'-7" b 0'-9" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (fL) Max. Span 'L' / (bending 'b' or deflection 'dj 18,2 Span 3 Span 4 Span Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Cantilever 5 5'-8" d T-1" d T-2" d 1'-1" d 5 6'3" d T-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-0" d 6 6'-0" d T -S" d T -T' d 1'-2" d 7 5'-1" d 6'-4" d 6'4" b 0'-11" d 7 5-9" d 7'-1" d 7'-3" d 1'-1" d 8 4'-11" d 6'-0" d 5'-11" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-9" b 5'-T' b 0'-11" d 9 5'-3" d 6'-0" d 6'-6" b 1'-0" d 10 4'.6" d 5' 6" b 5'-3" b 0'-10" d 10 5'-1" d 6'-3" d 6'-2" b 0'-11" d 11 4'-5" d 5'-2" b 5'-0" b 0'-10" d 11 4'-11" d 6-1" d 5-11" b 0'-11" d 12 4'-3" d 4'-11" b 4'-10" b 0'-10" d 12 4'-9" d 5'-10" b 6-8" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' I (bendln 'b' or deflection 'dj 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' I (bendin 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 T-1" d 8'-9" d 8'-9" b 1'4" d 5 9'-2" d 11'4" d 11'-2" b 1'-9" d 6 6'-8" d 8'-3" d T-11" b 1'3" d 6 8'-8" d 10'-7" b 10'3" b 1'-8" d 7 64" d 7'-8" b 7'-5" b 1'3" d 7 1 8'-2" d 9'-9" b 9'3" b 1'-7" d 8 6-1" d 7'-2" b 6'-11" b 1'-2" d 8 T-10" d 9'-2" b 8'-10" b 1'-6" d 9 5'-10" d 1 6'-9" b 6'-0" b 1'-1" d 9 7'-6" d 8'-8" b 8'4" b 1'-5" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'3" d 8'4" b T-11" b 1'-5" d 11 5'-5" d 1 6-1" b 5'-11" b 1'-0" d 11 6-11" b T-10" bj 7'-7" b 1'-4" d 12 5'-3" b 5'-10" b 5'-8" b 1'-0" d 12 6'-8" b 7'-6" b 1 T-3" b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpe@beflsouthnet t t 1 Ail, q$ e�) t x � ri f 0 PAGE © COPYRIGHT 2006 3A-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r C)CD CD M G r— () o CD CDQ) m N C co nCD V O CD 1 - o m uBt2M � !2 r Table 7.2.1 Elite Aluminum Corporation Roof Panels Allowable Spans and Design/ Applied Loads* (#/SF) roprletary Products: Statewide Product Approval NFL1049 4' v AR" v n n0AI Ia AL.minnm All— 44nr u + A - 4 n COC r..-,, n... -.-1r- n Zone MPH cures Mono -Sloped Roof 1&2 3 4 s an/load* s an/load* s an/load* ra n Room Attached Covers 1&2 3 4 s anlload* s anlload* s an/load* Glass & Modular Rooms Enclosed 1&2 3 4 s an/load* s anlload* s an/load* Overhang Cantllever 100 18'-10" 13 21'-1" 13 20'S" 13 16'-4" 17 18'-3" Cantilever " 17 12'-11" 27 15'-0" 23 15'-2" 23 4'-0" 45 17 18'-4" 14 20'-0" 14 19'-10" 14 17'-10" 18 17'-9" 145 " 18 1 t'-11" 32 13'-4" 32 12'-10" 32 4'-0" 55 120 16'-7" 17 18'-7" 17 17'-11" 17 12'-11 27 16'-1" 55 " 22 10'-9" 39 12'-1" 39 11'-8" 39 4'-0" 65 22 16'-2" 17 IVA" 17 17'-5" 17 T2 --F' 28 15'-8" 65 " 23 10'-7" 41 11'-10" 41 11'-5" 41 4'-0" 69 130 15'-3" 20 17'-1" 20 16'-6" 20 12'-1" 31 13'-6" 69 " U361 31 9'-5" 51 11'4" 45 10'-10" 45 3'-10" 77 140-1 12'-11" 27 15'-11" 23 15' 4" 23 11'-3" 36 12'-7" 77 " 36 9'-0" 51 11'-3" 45 10'-10" 45 3'-7" 89 140-2 12'-11" 27 15-11" 23 15'-4" 23 11'-3" 36 12`-7" 89 " 36 8'-9" 59 10'x" 53 9'-0" 59 3'-7" 89 150 12-0" 32 13'-0" 32 12'-11" 32 10'-5" 4211'-7" 4'-0" 89 " 42 8'-2" 68 9'-2" 68 8'-10" 68 3'-4" 102 Wind Oen Structures Mono -S o ed Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone MPH 1&2 s an/load* 3 s an/load* 4 s an/load* 1&2 s anlload* 3 s anlload* 4 s an/load* 1&2 s anlload* 3 s an/load* 4 s an/load* Cantilever 100 22'-2" 13 24'-9" 13 23'-11" 13 19'-2" 17 21'-5" 17 20'-9" 117 16'-6" 23 18'-5" 23 17'-10" 23 4'-0" 145 110 21'-6" 14 24'-1" 14 23'-3" 14 18'-B" 18 20'-10" 18 20'-2" 18 15'-3" 27 17'-0" 27 16'-5" 27 4'-0" 55 120 19'-6" 17 21'-9" 17 21'-0" 17 16'-10" 22 18'-10" 22 18'-2" 22 12'-8" 39 15'-7" 32 15'-1" 32 4'-0" 65 123 18'-11" 17 21'-2" 17 20'-0" 17 16'-5" 23 18'-4" 23 17'-9" 23 12'-5" 41 15'-2" 34 13'13" 41 4'-0" 69 130 17'-11" 20 20'-0" 20 19'-4" 20 15'-6" 26 17'4" 26 16'-9" 26 11'-9" 45 T 13'-2" 45T 12-9" 45 4'-0" 77 140-1 16'-B" 23 18'-8" 23 18'-0" 23 13'-2" 36 16'-2" 30 15'-7" 30 11'-9" 45 13'-2" 45 12'-9" 45 4'-0" 89 140-2 16'-8" 23 18'-8" 23 18'-0" 23 13'-2" 36 16'-2" 30 15'-7" 30 10'-10" 53 12'-2" 53 11'-9" 53 4'-0" 89 150 16-8" 26 17'-0" 26 16'-11" 26 12'-2" 42 15'-2" 34 13'-2" 42 9'-7" 68 11'-5" 60 11'-0" 60 3'-11" 102 Wind Open Structures Mono -S o ed Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone MPH 1&2 s an/load* 3 s anlload* 4 s an/load* 1&2 s anlload* 3 s an/load* 4 s anlload*ad* 1&2 s anlload* 3 s anlload" 4 s an/load* Cantilever 100 20'-8" 13 23'-2" 13 22'-4" 13 17'-11" 17 20'-1" 17 19'4" 1723 17'-9" 23 17'-3" 23 16'-8" 23 4'-0" 45 110 20'-1" 14 22'-6" 14 21'-9" 14 17'-5" 18 19'-6" 18 18'-10" 1832 ban&I, 16'-5" 15'-11" 27 15'-4" 27 4'-0" 55 120 18'-2" 17 20'14" 17 19'-B" 17 15'-9" 22 17'-7" 22 17'-0" 2239 19'-7" 22 13'-3" 39 12'-9" 39 4'-0" 65 123 17'-9" 17 19'-10" 17 19'-2" 17 15'-4" 23 17'-2" 23 16'-7" 19'-9" 23 41 12'-11" 41 12'-0" 41 4'-0" 69 130 16'-9" 20 18'-9" 20 18'-1" 20 13'-3" 31 16'-2" 26 15'-8" 26 11-0 45 12'14" 45 11'-11" 45 4'- 0" 77 140-1 15'-7" 23 17'-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-0" L42 11`-0" 45 12'-4" 45 11'-11" 45 3'-11" 89 140-2 15'-7" 23 17'-0i" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-4" 23 9'-7" 59 11'14" 53 10'-11" 53 3'-11" 89 150 13'-2" 32 16'-4" 26 15'-10" 26 11'-5" 42 12'_9" 42 12'-4" 3" 8'-11" 68 10'-0" 60 10'-4" 60 3'-8" 102 Wind Open Structures MonoSlo ed Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone MPH 1&2 s an/load* s anllon/load' 3119'- 4 1&2 span/[ ad* 3 s an/load" 4 span/load" 1&2 s anlload* 3 s anlload* 4 s an/load* Cantilever 100 23'-10" 13 26'-8" 9" 13 20'-8" 17 23'-1" 17 22'-4" 17 17'-9" 23 19'-10" 23 19'-2" 23 4'-0" 45 110 23'-2" 14 25'-11" 1" 14 20'-1" 18 22'-5" 18 21'-8" 18 16'-5" 27 18'-4" 27 17'-9" 27 4'-0" 55 120 20'-11" 17 23'-5" 8" 17 18'-2" 22 20'-4" 22 19'-7" 22 15'-1" 32 16'-10" 32 16'-3" 32 4'-0" 65 123 20'-5" 17 22'-10" _T1" 17 17'-8" 23 19'-9" 23 19'-1" 23 13' 4" 41 16'-0" 34 15'-10" 34 4'-0" 69 130 19'x" 20 21'-7" 10" 20 16'-8" 26 18'-B" 26 18'-1" 26 12'-8" 45 15'-5" 38 13'-9" 45 4'-0" 77 140-1 17'-11" 23 20'-1" 5" 23 15'-7" 30 17'-5" 30 16'-10" 30 12'-8" 45 15'-5" 38 13'-9"140.2 17'-11" 23 20'-1" 5" 23 15'-7" 30 17'-5" 30 16'-10" 30 11'-8" 53 13'-1" 53 12'-8"150 16'-10" 26 18'-10" 3" 26 1 13'-2" 42 1 16'-4" 34 1 15'-9" 134 1 10'-11" 60 12'V" —6-0-FI—,V-IV 60 4'-0" 102 N O v O Q Z IT! r M M O v C n -'1 N U) IT! n 4 O Z 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 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) 114"x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC $ VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 O BARS W/ 3" COVER (TYPICAL) WALL AND FOUNDATION FOR SCREEN WALLS CrAI F• 'AIA" V -n" 1" PER FT. MAX. FOR 3-1/2" 2'-0" MIN. I ALL S BEFORE SLOPE E TYPE 1 I FLAT SLOPE / NO FOOTING 0-2" 112" (1) #5 BAR CONT o. a ao ,v--8„-4 TYPE 11 ODERATE SLOPE FOOTING 2” 112" - V-10" 2" MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > V-10" 1. The foudM � ns shown a sed on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 16-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 3,000 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForce'" e3174 (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. All slabs shall be allowed to cure 7 days before installing anchors. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@beI1south.ne1 PAGE `4m' a 0 B � 9 Wff ----to V7 0 W0 © COPYRIGHT 2006 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITrEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 Table 2.4.1 Footings - Maximum Roof Area for Attached Carport and Freestanding Gabled Carport Posts Wind Zone (MPH) = 100 110 120 123 130 140-1 140-2 150 Attached Cover Uplift * = 16.6 #/SF 17.7 #ISF 21.1 #/SF 22.2 #/SF 24.8 #/SF 28.7 #/SF 30.9 #/SF 33.0 #/SF Free Standing Uplift = 10 #/SF 10 #/SF 11 #/SF 12 #/SF 13 #/SF 15 #/SF 15 #/SF 17 #/SF Existing Slab'on Grade w/ unknown reinforcement in good repair 22 19 15 15 13 11 11 10 Isolated Footing Dimensions** Uplift Rating (lbs. 110 20 Maximum Attributable Roof Area in Square Feet 130 140-1 1'-0" x 1'-0" x 1'-0" 306 18 17 15 14 12 11 9 9 1'4" x 1'-4" x 1'-4" 597 36 34 28 27 24 21 18 18 1'-6" x 1'-6" x 1'-0" 790 48 45 37 36 32 28 24 24 1'-8" x 1'-8" x 2'-0" 1,223 74 69 58 55 49 43 37 37 11-8" x 11-8" x 2'-6" 1,529 92 86 72 69 62 53 46 46 T -O" x 2'-0" x T -O" 1,584 95 89 75 71 64 55 48 48 2'-0" x 2'-0" x 2'-6" 1,980 119 112 1 94 1 89 80 69 1 60 1 60 2'-6" x 2'$" x 2'-6" 2,756 166 156 1 131 1 124 111 96 1 84 1 84 2'-6" x 2'-6" x T -O" 3,308 199 187 1 157 1 149 133 115 1 100 1 100 . Koot areas based on attacnea cover uptin: loads. Notes: 1. Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). 2. Slab on grade must be new or in good condition. 3. For free standing covers, multiply above roof areas by the appropriate multiplier from the table below. Pre -Cast Block Footing D_n * fn fin 1%1 , 1, 1 IR" v 9R" Y d" 1 ar 9d" Inw made with Ani! has ore.miY concrete and backfilled to grade. Note: Maximum uplift on post is determined by munipymg maximum arErioutadte root; area x appued toga. Example: Post tributary roof area = 77', Applied load for 110 MPH wind zone = 24#/Sq. Ft., Uplift on post = 77 x 24 = 1,540# Roof Area Conversion Multipliers Conversion Multipliers for Freestanding Carports with Mono Sloped Roofs Wind Zone 1 100 1 110 1 120 123 130 1 140-1 1 140-2 1 150 Roof Area Multiplier 1 1.00 1 1.05 1 1.13 1.36 1.48 1 1.56 1 1.00 1.00 apce E. Bennett, P.E. FL # 16644 4VIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2-63 00 110 20 123 130 140-1 140-2 150 Attached Cover Uplift * = 16.6 #/SF 17.7 #/SF 21. /SF 22.2 #/SF 24.8 #/SF 28.7 #/SF 30.9 #/SF 33.0 #/SF Free Standing Uplift = 10 #/SF 10 #/SF 11 #/SF 12 #/SF 13 #/SF 15 #/SF 15 #/SF 17 #/SF s** Rating (lbs.) Maximum Attributable Roof Area in Square Feet (1) x 80# B 1,734 110 1 103 86 82 1 73 1 63 55 55 (279WBag 1,819 115 108 0 86 77 66 58 58 (3) x 80# Bag 1,904 115 108 90 86 77 66 58 1 58 Note: Maximum uplift on post is determined by munipymg maximum arErioutadte root; area x appued toga. Example: Post tributary roof area = 77', Applied load for 110 MPH wind zone = 24#/Sq. Ft., Uplift on post = 77 x 24 = 1,540# Roof Area Conversion Multipliers Conversion Multipliers for Freestanding Carports with Mono Sloped Roofs Wind Zone 1 100 1 110 1 120 123 130 1 140-1 1 140-2 1 150 Roof Area Multiplier 1 1.00 1 1.05 1 1.13 1.36 1.48 1 1.56 1 1.00 1.00 apce E. Bennett, P.E. FL # 16644 4VIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2-63 -- - .. O1 EAST 02'.N $ S - & 0,25' SOUTH - . AND ON UNE a ` I 9"1.7'34".W - X78 _ FND 5/8 -IRON ROD LOT 26 i _ - _ NO ID. .(9/19/03) �« - LOT 32 ' %. 0.00 LOT 34 I� AKERS CROSSING PHASE 1 1 1202890045 E DATED 4/17/95 AND FOUND. E SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,:. 'EA OUTSIDE 100 YEAR FLOOD. VATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - TTICAL CONTROL AS FURNISHED. ARINGS"SHOWN HEREON ARE BASED ON' 1E NORTHERLY LINE OF LOT 26" BAKERS CROSSING 1ASE 1 AS BEING N89'17'34" W PER PLAT. . IELD DATE:) 6-11-03 REVISED: ;CALF: 1" = 30 FEET PPROVED BY: WRM OB NO. ASM41200 FOUNDATION FINAL 9-19-03 CKB RAWN BY: - - LOT PLAN 5-13-03 SDO ORLANDO,FLORIDA 32801- (407) 426-7979 SURVEY, SUBJECT TO THE SURVEYO CONTAINED HEREON MEETS THE APF "MINIMUM TECHNICAL STANDARDS" .`. BY THE FLORIDA BOARD OF PROFES SURVEYORS AND MAPPERS IN CHAP 61G17-6, FLORIDA ADMINISTRATIVE PURSUANT TO CHAPTER 472.027, FI STATUTES. n�- I WILLIAM R. TELLO JR. P FORTH FOR THE 1 FIRM I DATE B Iz . NOTE: PLAT BOOK 60, PAGES 27-29 {{ i". ALL DIRECTIONS DISTANCES HAVE .AND BEEN FIELD VERIFIED AND ANY LEGEND FND I/2" IRON ROD INCONSISTENCIES HAVE BEEN NOTED ON THE ® NO ID. (9/19/03) SURVEY, IF ANY. — — - — - — - — BUILDING SETBACK LINE FND NAIL AND DISC'; - - CENTERLINE LB 06393 (9/19/03) ' 2. PROPERTY CORNERS SHOWN HEREON WERE — — RIGHT OF WAY UNEFND 1/2" IRON ROD AND C SET/FOUND" ON 9-19-03, UNLESS OTHERWISE 131 4 EXISTING ELEVATION Le p6393 (9/19/03) SHOWN. - - CNA CORNER NOT ACCESSIBLE t O_ CONCRETE - 6 DENOTES DELTA ANGLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C. B. " DENOTES CHORD BEARING j WAY, RESTRICTIONS OF RECORD " WHICH MAY - PRM PERMANENT REFERENCE MONUMENT - PC DENOTES POINT OF CURVATUR " AFFECT THE TITLE OR USE. OF THE LAND. PCP (P) PERMANENT; CONTROL POINT' - - PER PLAT PI vac DENOTES POINT OF INTERSECT�DN DENOTES POINT OF REVERSE RVATURE . (M) - MEASURED PT DENOTES POINT OF TANGENCY_ 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND A/ TYPICAL AIR CONDITIONER LOCATED EXCEPT AS SHOWN. - C/W - S/W CONCRETE WALK SIDEWALK COW COW COtJCRETE BLOCK WALL F- CP CONCRETE PAD RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE - CS CONCRETE SLAB CHU OVERHEAD UTILITY LINE CC ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK.. CHORD LENGTH - PARKER KALON ID POL IDENTIFICATION :� POINT ON UNE ;; SURVEYOR AND MAPPER.. R RADIUS PCC POINT OF COMPOUND CURVEII, POC POINT OF CURVE - - !. 1 1202890045 E DATED 4/17/95 AND FOUND. E SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,:. 'EA OUTSIDE 100 YEAR FLOOD. VATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - TTICAL CONTROL AS FURNISHED. ARINGS"SHOWN HEREON ARE BASED ON' 1E NORTHERLY LINE OF LOT 26" BAKERS CROSSING 1ASE 1 AS BEING N89'17'34" W PER PLAT. . IELD DATE:) 6-11-03 REVISED: ;CALF: 1" = 30 FEET PPROVED BY: WRM OB NO. ASM41200 FOUNDATION FINAL 9-19-03 CKB RAWN BY: - - LOT PLAN 5-13-03 SDO ORLANDO,FLORIDA 32801- (407) 426-7979 SURVEY, SUBJECT TO THE SURVEYO CONTAINED HEREON MEETS THE APF "MINIMUM TECHNICAL STANDARDS" .`. BY THE FLORIDA BOARD OF PROFES SURVEYORS AND MAPPERS IN CHAP 61G17-6, FLORIDA ADMINISTRATIVE PURSUANT TO CHAPTER 472.027, FI STATUTES. n�- I WILLIAM R. TELLO JR. P FORTH FOR THE 1 FIRM I DATE Permit Number Parcel identification Number b' 4 V S' _5 6 0 6 6 r ' Prepared by: e >�' Return to: NOTICE OF COMMENCEMENT State of W"/ d ,,✓r County of sz� IAT tg L.( 1169111111ii111101illNlmillHit iNl9iiigi�i�i�I11111i10�1 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINf_U_E CiILWY BK 06729 pq 08939 (1 pg ) CLERK' S # 20 i 7 ()8 9((98 REUIRDFD 06/15/207 04:05:15 PN RECORDING FEES 10.00 RECORWD BY T Suith 1.0i1F1E� cir to RK ctE ELFavf The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 71.3, Florida Statutes, the following information is provided in this Notice of Commencement. 4. Description of property (legal description of thej r perty, arad street address if available) 91 General description of im,�m roveent(s) 7 .7s C:�� e crz� � 0,W-7 Owner Information Name,i1,.I_� ,, v J1�Le-✓ Telephone Number Address / � (1y," Fax Number 91 C�� Interest in Property; �-��%! ,772 Fee Simple Title older (if other than owner shown above) Name Telephone Number AddressFax Number Contractor Name Address Surety (If any) Name Address Lender (if any) Name Address Oprager Builders, Inc. 2938 Stonewall Pl. Sanford, FL 32773 407-324-9960 Telephone Number Prager Builders, Inc. Fax Number 2938 Stonewall Pi. Sanford, FL 32773 se, 9 407-324-9960 �y/ d Telephone Number Fax Number Amount of bond $ - Telephone Number �.� Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. _ Name yt ,, '' Telephone Number �er 7 -?X-' AddressFax Number C_19 �1 _?1?d-?4f tics // ?/, 10. Expiration date of notice of.c xencement (the expiration date is one year from the date of recording unless different date is specified):Y��_cn-'/� Lr e^',7 00y1L-�1__D A/ Date Signed Signature of Owner Note; er7 13 1 " (__ p ()(g), owner must sign... and no one else may be permitted to sign in his or her stead." Sworn to and subscribed//before me this dot `s leA / day of 20 67 by who Is personally known to me OR produced -C - as identification. .✓` `7 9RYAK DOR ON W" Pum . sista M in w W C,oaff"M ESS Mar 21, 2011 Signature of Notary �� •rsa,T mission A DD &310 TMaupht Assn. vised 5/24/04