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HomeMy WebLinkAbout303 Loch Lowe DrPermit #: / Job Address: 'Fc *51 Description of Work: .��- Y41–ee' •'1 Historic District: 411) Zoning: Permit Type: Building V Electrical Electrical: New Service – # of AMPS Mechanical: Residential Non -Residential CITY OF SANFORD PERMIT APPLICATION Date: � �.� —a 7 Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial 6M Value of Work: S 0 10) Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair – Residential or Commercial Industrial Total Square Footage: 07 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required .For "Ither than K) Parcel #: / o a Q 3(? .rG-r n k Q 0 00,90 (Attach Proof of Ownership & Legal Description) Owners Name & Address: --- - G �%iFLf t r Phone: L1/0 �O't 3 6 I ,� �7 Contract r Name & Address: yy e State License Number: C45 Phone & Fax: 0 c 5— Contact Person: Phone: Bonding Company: --- Address:-.....- Mortgage Lender J� ----- Address: -- -- ArchitectlEngineer: (A-01.ntJ ZZ -:t 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 'he 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 law,-; Y±tl daring construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. J'AiING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A111 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p t verification that I will notify�the o r f e property of the requirements of Florida Lien Law, FS 713. x�- 1111QN1 3 j2 ©� � Signature of Owner/Agent Date Signature of Contractor/Ag Date 7DNR P,)Er,� IZ-6.7 Pyri Owner/Agent's Name Pri •Contra �Jr/genX'$ame ( , _ Signature of Notary -State of Florida Date Signature o ry-State of Florida Date Owner/Agent is (/Personally Known to Me or Pee-644OCE ....,.: 'P'r po' Cam00 APPLICATION ;BY: Bbl I f Zoning: ' 1,Fl 0 Bonded thru (60wif4wf ) Flodds N....... . .. ..............� .. ...i i.N..pi. LOS � Special Conditions: Phssil9l� R 0�6 Contractor/A Produc 0,�pr FXvIRES FebreeFl 95-4Btt 1-800-3•NOTARY Fl. Notary Discount Assoc. Co. Utilities: FD: (Initial & Date) (Initial & Date) (initial & Date) e4 i i el V, I Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is provided. FRC R310.1 Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 X37 77—M� 35�ro A/, .7,2—?')l ZX Prager Builders, Inc. 2938 Stonewall Pl. Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy wu i-�ttr-yyou w PERMIT # DATE: _ -- PLMIS ClPrOF SAMFU04"'RD Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is provided. FRC R310.1 Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 X37 77—M� 35�ro A/, .7,2—?')l ZX Prager Builders, Inc. 2938 Stonewall Pl. Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy wu i-�ttr-yyou w PERMIT # DATE: tt. i. LT2. -BLOCK ` HIDDEN LAKE UNITj- -- AS RECORDED IN PLAT BOOK 17, PACES 55-56, i' PUBLIC Rk:CORDS OF SEMINOLF. COUNTY, FLORIDA. �'A a-�• Vood FcnCe 3, 0.3 vuod Z0- a! Fence LOT 2. BLOCK J ct �s j ' F r4C a r 0 ��,�p r� A 'ry tia PEC E,ATION 1�Q hist` Q4 A,EF Cy,r 1' A4 -EWEI Founa 3/4' P ,Foand n H L l ARIX /b nr1 E R = 230.00 CITY 1 L s 73.39' �! Ch= 70 06 CB- 3 39'29'07' W l I MCAEIT C RTIFY THAT THIS SK(Ttn Of sUR�[I" 1P itFlp p TH$ NATIONAL FLOOD INSURANCE PATE OF THC AI�JVE 9ESCR(I(§. PROPERTY IS (RUE ANO _ s F, b,I,DUiG SjOVN HEREON DOES NOT Lli CORRECT TO THE KST OT NT 0MVLEOGE ANI ICLICF TNf 1001 tAR FLOOD PROM ARIA AND WS AS R(CENil1 SUfNCI[o UNDER M4 tl1AECT17M 01 iFla► 51 FLOoD z 1-, Z "C•'. PIJRSjANr TO FIRM PANEL IT MEETS THE "INIMIN ',tCHNi,.AL• STANDARDS SCT 0 .04 00658 CFrECTIVE 9/17/80 FORT" IT TILE FLORIDA 10AND OF LANG SURVETORS SLOP ACE f -MD OR AERIAL iMPROVV4ENTS OR ENCROAW- PURSUANT TD SECTI9M MA17 W TMC rLDItIM STATutu. rs�; IF ANY WERE NQ1 LOCATED. sct',+BCH Of P ELIC RECORDS VAS MADE BY THiS A l! DESlR1PT1�Gn 1S PS FURNISrFEO 9Y THE CLIENT. joe NOT EALED` li Q.�iY'_l.11;iVQ► ATO. ��Ejv E. HEATHER J. WORTHY FR�o�Ricx J. 1r,911AVIS J$P,'Lr TITLE AGENCY (LW -3066P) POS,rsanal Land sltrreyor P'3S .Bear C'*•eat Cirthr 1, Brinier Sprsnyx, Fl ,P?POB Tile-�'os 'r0y 365-7.120 " vc y DISK ND, SCALES SHEET' 1 J0/ N0. vo-'r� 3,(t, V,AY SLAVE OF, i 9.2-2-3 420- o OAT -.2/17/92 192 1 "=30 ` Design Check List for Screen / Vinyl Room (Page 1 of 2) I. 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 2.v MPH or/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 = 4L_PSF for Roofs & /�- PSF for Walls b. "C" exposure =/ PSF for Roofs &Z &-PSF for Walls c. "D" exposure =%PSF for Roofs &PSF 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. 11. 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 1. A -Pmt ' Phone: Contractor/ Authorized Rep ame (please print) Date: Contractor / uthorized ep* Signature QJ i +c Job Name & Address Note: Projection of room from host structure shall not exceed 16'. Ill. Building Permit Application Package contains the following: Yeses No A. Project name & address on plans .......................................... B. Site plan or survey with enclosure location .............. . ...................... C. Contractor's / Designers 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 .......... . ....... 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 No A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... Section 3A tables used: /")4() Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to /MPH wind zone and/or "C" or "D" Exposure for load width: Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH t i @ H (bord)x�(bord)xItApORMultiplier 1 Wind Zone Multiplier ** os**P"D *Must have attended Engineer's Continuing EduC!1W i pa Appropriate multiplier from page 3A -ii and page 3A b-7 Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... 4L (Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone,; B' Exposure to 13�O MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height�— Required Span @ 120 MPH i I 1 Oj /@ ��MPH (bord)x(bord)xL(bord)=� Wind Zone Multiplier ** % Exposure Multiplier ** C. Table 3A.3 with beam &upright combination if applicable ........................ D. Oonnection details to be used such as: 1. Beam to upright........................................................... 2. Beam to wall ............................ ........... ........... . 3. Beam to beam............................................................. — 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection ............................................... 6. U -clip, angles and/or sole plate to deck ................................... . .. E. Foundation detail type & size .................................................. Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii - b -8 No SITE EXPOSURE EVALUATION FORM r- -- -- -- -- ------------- -- I � � I QUADRANTI 1500' I i EXPOSURE J I I � I - 1500' I 0 QUADRANT IV 40' I QUADRANT 11 600' 600' EXPOSURF-L EXPOSURE A I 40' I I I 600' I I I --1500' - I I � I I QUADRANT 111 I 1500' I EXPOSURE,, I � I : ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1" = 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS'B','C', OR'D' EXPOSURE. 'C'OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. 4. EXPOSURE D: SITE IS EXPOSUREE. SIGNATURE: /�-� NO SHORT TERM CHANGES IN'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE 'B'. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM THE SHORE LINE AND ARE EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. f �O EVALUATED BY: � t'vVT ✓ +� 7 � TE 041(g b-14 Ii January ! 01, 2007 LAWRENC4 E. BENNETT, P.E. P.O. BO 214368 SOUTH DYTONA, FL 32121 386-767111111,4774 TO ALL BUILDING DEPARTMENTS Re: Mas er File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This isl'to certify that the following contractor/company is hereby' authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007. Our aut rization is based on a January to January basis requardless of the e'ition of the manual. This authorization also applies to contract r master file drawings, 11ONE PERMIT ONLY" drawings or any "site sg cific" drawings that I may furnish the contractor. Kent Prager CBC05300.' Prager B alders 2938 Staiiewall PI Sanford,FL 32773 They -are hereby added to my 2007 MASTERFILE_IIST - Should convent 3incereli, jawrence have any estions please contact m�.4t-your Bennet P.E. ##16644 SCREEN, ACRYLIC $ VINYL ROOMS SECTION 41 INTERIOR BEAM j;. (SEE TABLES 3A.1.3) t' HOST STRUCTURE OR ;I! FOURTH WALL FRAME PANS OR PANELS H ALUMINUM ROOF SYSTEMl PER SECTION 7 OCARRIER BEAM POST s�qR�FS TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ; ALUMINUM ROOF SYSTEM I PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME RIDGE BEAM USE BEAM TO WALL D ETAIil lL �I (SEE TABLES 3A.1.4)'. H 0 / RiFS Q `f 'i i f' it I TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. I It R e E. Bennett, P.E. FL # 16644 PLANS CIVI & STRUCTURAL ENGINEERING ;L 'a V SANI RD. Box 214368, South Daytona, FI 32121 M (386) 767-4774 Fax #: (386) 767-6556 i U1#W%k F 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. 3A-1 ! SECTION 7 1 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 410 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 ANCHOR 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 L1� z.a ROOF PANEL ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" EXISTING FASCIA #14 x 1/2" WAFER HEADED S.M.S. SPACED @ 12" O.C. FLOOR PANEL ROOF OR FLOOR PANEL TO WALL DETAIL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -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: PAGE I © COPYRIGHT 2006 7-4 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 100 -1231 130 1 140 1 150 #8 1 #10 1 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 LANS R"EVIEWEL) CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 'CITY OF Telephone* (386) 767-4774 Fax 4: (386) 767-6556 SAIR"FU00%mr"' I mij Ema l: Iebpe@belLsouthnel 131L PAGE I © COPYRIGHT 2006 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 1-112" S.M.S. HROUGH SPLINE GROOVES 'IDE WALL HEADER \TTACHED TO 1" x 2" OPEN TACK W/ MIN. (2) 410 x 1-1/2" ;.M.S. SIDE 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/ 1/411 x 2-1/4' :ONCRETE / MASONRY ,NCHORS @ 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" Lawrence E. Bennett, P.E. FL# 16644 CIVIL & STRUCTURAL ENGINEERING 'FLAN5 P.O. Box 214368, South Daytona, Fl 32121 CITY F Telephone#: (386)767-4774 Fax#: (386)767-6556 SAN R02"' R 0 Email: lebpe@bellsouth.net PAGE I @ COPYRIGHT 2006 3A-6 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREEN, ACRYLIC & VINYL ROOMS 'i SECTION 3.,44 COMPOSITE ROOF PANELS: I1 i (4) 1/4" x 4" LAG BOLTS W/RISER PANELS ATTACHEDI:PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG ........ SIDES HEADER ATTACHED TO POST 2" x 2" OR 2" x 3" HOLLOW - W/ MIN. (3) #10 x 1-1 /2" S.M S. IN SCREW BOSSES i GIRT AND KICK PLATE 2" x 2" i 2" x 2", 2" x 3" OR 3" x 2" HOLLOW RAIL HOLLOW (SEE SPAN TABLi i S) I FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES i� I i t 1" x 2" OPEN BACK BOTTOM POST ATTACHED TO BOTTOM 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 POST 9 a POST AND 24" O.C. (MAX.) a I TYPICAL UPRIGHT DETAIL SCALE: 3" = V-0" i Lawrence E. Bennett, P.E. FL # 16rAAI PLAN"S EWECIVIL & STRUCTURAL ENGINEERING 71, P.O. Box 68, South Daytona, FI Lj Telephone #: (386)86) 767-4774 Fax #: (386)6) 76 767556 I Ik. Email: lebpe@bellsouth.net �I @ COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-71 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS NOTES: 2 x 2 MON SION TION .TION 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 # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax 4: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. f41 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3i, l;' 'L UNIFORM LOAD 4 DM A AINGLE S 1 OR SINGLE SPAN UNIFORM LOAD L I l l l Z Z Il A B C A B C D is �i 2 SPAN 3 SPAN it UNIFORM LOAD �L �. j: A B C D E i 4 SPAN 'i NOTES: 1) Z =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. 1- 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". l SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Ij Lawrence E. Bennett, P.E. FL # 1664 0 if ITY SA!'"F""R"NCIVIL & STRUCTURAL ENGINEERING } WON LjP.O. Box 214368, South Daytona, FI 32121 - Telephone #: (386) 767-4774 Fax #: (386) 767-6556 �I Email: lebpe@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Ai 3A-91 1.4 SCREEN, ACRYLIC & VINYL ROOMS' Table 3A.2.1 Allowabl right Hei hair Rail Spans or Header Spans for Screen, A 1 or Vinyl Rooms Aluminum Alloy 6063 T-6 -A "" .." 44n "Ou ..wi1-1 f 4% A amr. SECTION 3A Sections 3'-0" 3'4" Tributary Load Width W = Purlin Spacing V-0" 4'-0" 5'-0" 1 5'-6" 6--0". 1 6'-6" Allowable Height 'H'I ndin 'b' or deflection 'd' 7 -ER] dth W = Purlin Spacing 5'-0" V-0" 1 6'-6" / bendin or deflection 'd" 2" x 2" x 0.044" Hollow T5- b V-11" b 6'S" b 6:-7 b V-10" b 5'-T b 64' b 5'-1" b 4'-11" b -9' b 2" x 2" x.0.055" Hollow 8'-10" b 8'-2" b T-0" b 7'-2" b 6-10" b 6'-0" b 6'3" b V-11' b 5'-9" b-7" b 3" x 2" x 0.045" . Hollow 8'-4" b T-8" b T-2' b 6'-9" b V-5" b 6'-2' b V-10' b 5'-8' b 5'-5" b -3" b 3" x 2" x 0.070" Hollow 11'-1 ". b 10'3" b 9'-T b 9'-1" b .8'-T b 8'-2" b T-10" b T-7" b 7'3" b 7"-0" b 2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'3" b T-10" b T-6" b TZ b V-11" b 6'-8" b ;-5' 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 -T b T-3" b V-11" b -9" b 2" x 5" x 0.062" Hollow 13'-9" b 17-9" b 11'-11" b 11'3' b 10'-8" b 10'-2" b 9'-9' b 9'-4" b 9'-0- b -9" b 2" x 4" x 0.046" S.M.B. 16S" b 14'-4" b 1 T-5" b I 17-8" b 17-0" b 11'5" b 10'-11" b 10'3" b 7--2-b 10" b 2" x 5" x 0.050" S.M.B. 18'-6" b 1 T-1" b 16'-0" b I VA' b 14'4' b 13'-8' b 13'-1" b 17-T b 12'-1' b 111W 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 2" x 0.044" Snap 9'-2" b 8'-6" b T-11" b 7'-6" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 5'-11" b V..-9' b 2" x 3" x 0.045" Snap 10'5' b 9'-7" b 8'-11' b 8'-6" b 8'-1' b T-8" b 7'-4" b 7'-1' b 6'-10' b -T b 2" x 4" x 0.045" Snap 11'-3' b 1 10'-5- b 9'-9' b 9'-2' b 8'-8" b 8'3" b T-11" b T -T' b 7'-A' b -1" b 3" x 3" x 0.045" Fluted 9'-1" b 8'S" b T-10' b T-5" b 7'-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'-1" b 9'-8- b 9'-1" b 8'-8' b 8'-3" b 7'-11" b T-7" b T-4" bV1'3" T-4" b x 3" x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-1" b 175' b 11'-10' b 11'-4" b 10'-11" b 10'-6" b3"x3"x0.125" 10'-7" b 10'-2" b S are 19'-1" b 1T-8" b 16'-T' b 15'-7" b 14'-10- b 14'-1" b 13'5" b 12'-11" b 12'-6' b4" b 13'-2" b x 4" x 0.125" Square 24' ' b 27-11" b 21'-5" b 20'-2- b 19'2" b 18'3" b 1 T-6" b 16'-9' b 16'-2" b 1T-10' b Cw. Z cw..wn.i ."incl mmrat 77n saves vninr{fir neinn Aaeinn InaA of 7'.f_0 WSI- �r Sections T.0" - 3'-6" - Tri 4'-0' 1 4'-6" Allowable Hel r 5'-0" dth W = Purlin Spacing 5'-0" V-0" 1 6'-6" / bendin or deflection 'd" T-0" 7'-6" '- 2" x 2" x 0.044" Hollow V-11" b 6'-6' b 6'-1" bl 5'-9" b 5'S" b 5'-2' bl 4'-11" b 4'-9" b 4'-T b '-5" b 2" x 2" x0.055" Hollow 8'-2" b T-7" b T-1" b V-8" b 6'-4" b 6'-1" bi 5'-10" b 5'-T' b 5'-0" b -2' b 3" x 2" x 0.045" Hollow T-9" b 7'-2" b 6'-0" b 6'-4" b 5'-11" b 5'-8" b 5'-6- b 5'3' b 5'-1" b 4,,'11" b 3" x " 0" Hollow 10'-0" b 9'-7" b 8'-11" b 8'-5" b " b 7'-0" b T-4" b T-0" b 6'-9" b :5' b _ 2" x 3" x 0.045 Hollow 9'S' b 8'-9" b 8'-2" b T-9" b T-1" b V-11' b 6'-8" b V-5" b 6'-2' b "11" b x Hollow 9'-11" b 9'-2" b 8'-T b 8'-1" b b T-0" b T-0" b 6'-9" b 6'-6" b ;3" b 2" x 5" x 0.062" Hollow 17-10" b 11'-11" b 11'-1" b 10'-6' b 9'-11" b 91-66 b 9'-1" b 8'-9" b 8'S- b :-1- b 2" x 4" x 0.046" S.M.B. 1"" b 13'-0" b 17-6" 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.M.B. 1 T3" b 15'-11' b 14'-11" b 14'-1" b 13W b 12'-9" b 17-2" b 11'-0" b 11'3" bj 1 -11" b 2" x 6" x 0.050" S.M.B. 1r-11' b 16'-T b 15'-6" b 14'-8" b 13'-11" b 13'3" b 17-8" b 17-2' b 11'-9" b 114'4" b 2" x 2" x 0.044" Snap 8'-6" b T-11" b T-5" b V-11" b 6'-T b 6'-4' b 6'-0" b 5'-9" b 5'-T' b '-5" b 2" x 3" x 0.045" Snap 9'-8" b 8'-11" b 8'5" b 7'-11' b 7'-6" b T-2' b V-10" b 6'-T' b 6'-4" b --1" b 2" x 4" x 0.045" Snap. 10W b 9'-8' b 9'-1" b 8'-6" b 8'-1" b T-9" b T-5" b T-1" b 6'-10" b '-T b 3" x 3" x 0.045" Fluted 8'S' b T-10" b T-0" b V-11" b 6'S" b 6'3" b 5'-11" b 5'-9" b 5'-6' b 0'-4" b 3" x 3" x 0.060" Square 195" b 9'-7" b 8'-11" b 8'S' b 8'-0" b T-0- b T-4" b 7'-1" b 6 '-10" b Q' -T b 3" x 3" x 0.093" Square 14'-11" b 13`-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 1r-9" b 16'S" b 16-5" b 14'5" b 13'-9" b 13'-2" b 1 z -T' b 12'-1' b 11'-8' b 1„ '-3' b 4" x 4" x 0.125" Square 23'-0" b 21'-4" b 19'-11' b 18'-9" b 1T-10' b 16'-11' b 16'-3" b 15'-8' b 15'-1" b 1 t'-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 above spans for total beam spans. 2. Spans may be interpolated. :EVISED APRIL 2007 Lawrence E. Bennett, P.E. FL # 1E 0% a Olt If S 1 VLAN I v t L) CIVIL & STRUCTURAL ENGINEERING H 1"WE P.O. Box 214368, South Daytona, Fl 32121 Telephone #-. (386) 7674774 Fax 1k. (386) 767-&W 0%1- ^ A K � � � Ema: lebpe@be8south.net `� 0 d 1= 'V` ® Edi ®9 ® � a ® now PAGE © COPYRIGHT 2008 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A-1.1-120 Allowabl�ic ns - Hollow Extrusions_ for Scr l Rooms For 3second wind gust120 M' H velocity; using design load of 13.0 #/SF (48.3 #ISF for Max. Cantilever) AjvMrn-u`m—A 6063 T� 2" x 2" x 0.044" 2" x 2" x 0.055" a Width (ft.) Max. Span 'L' / (bendlng 1 & 2 Span 3 Span 'b' or deflection 'dj 4 Span Cantilever Load Max. Span 'L' / (bendlng Width (ft.) 1 & 2 Span 3 Span 'b' or deflection 'd') 4 Span 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'-9" d 5-10" d 5 --ill" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 0'-11" d 4'-0" d 5'-7" d 5'-6" 0'-10" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 4'-4" d 5'-4" b 5- 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'-0" b 0'-10" d 10 4'-0" d 4'4" b 4'-7" b 0'-9" d 10 4'-3" d5'-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-0" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b V-9" d 12 T-9" d 4'-4" b 4'-2" b 0'-9" d 12 T-11" d 4'-9" b 4'-7" b 0'4" d 3'"x 2" x 0.045' 3" X 2" x 0.070" Load Width (ft) Max. Span V/ (bending 'b' or deflection'd� 1 & 2 Span 3 Span 4 Span Cantilever ax 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'-5" 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-5" d T-7" 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 T-11" b 0'-11" d 8 5'-0" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-9" b 5'-7" b 0'-11" d 9 5'-3" d 6'-0" d 6'-6" b 1'-0" d 10 4'-0" d 6-6" 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 5'-8" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L'/ (bendlng 1 & 2 Span 3 Span 'b' or deflection 'dj 4 Span Max. Cantilever Load Max. Span V/ (bendln '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 6'-4" d T-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-7" d 8 6'-1" d T-2" b 6-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-6" d 9 5-10" d 6'-9" b 6'-6" 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'-2" b T-11" b 1'-5" d 11 5'-0" d 6'-1" b 5'-11" b 1'-0" d 11 6'-11" b T-10" b T-7" b 1'-4" d 12 5'-3" b T-10" b 5'-8" b 1'-0" d 12 6'-8" b 7'-6" b 7'-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 4: (386) 767.6556 Email: lebpe@be0south.net sl1+i ri r e f t.a e P PAGE © COPYRIGHT2006 3A-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. � fn A T — ry Glass & Modular Rooms Enclosed T K V ooJ 3 s an/load* M m J 2i 0 -4 3 s an/load* � r W 100 � Table 7.2.1 Elite Aluminum Corporatlo oof Panels Ilowable Spans and Design J Applied Loads* (#/SF) jfl�dProprietary Products: Statewide Prod uc pproval NFL1049 �" Y AR" Y n n� Panala AI-1-im Allnu 41nS WAA — 4L99Z 1 n CO¢ I'— rfnoclh. C.-. - Wind en Structures Mono-Slo 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 an/load* 3 s an/load* 4 s an/load* 1&2 s an/load* I 3 s an/load* 4 s an/load* Cantilever 100 18'-10" 13 21'-1" 13 20'-5" 13 16'-4" 17 18'-3" 17 17'-8" 117 12'-11" 127 1 15'4" 23 15'-2" 23 4'-0" 45 11 18'-4" 14 20'-0" 14 19'-10" 14 14 18 17'-9" 18 17'-2" 118 11'-11" 32 13'-4" 32 12'-10" 32 4'-0" 55 20 16'-7" 17 18'-7" 17 17'-11" 1 12'-11 "J 27 16'-1" 22 15'-0" 122 10'-9" 39 12'-1" 39 11'-0" 39 4'-0" 65 65 16'-2" 17 18'-1" 17 17'-5" 17—T2--Er'28 17 16'-5" 15'-8" 23 15'-1" 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" 3113'-l" 26 31 9'-5" 51 11'-3" 45 10-10" 45 3'-10" 77 140-1 12'-11" 27 15'-11" 23 15'-4" 23 11'-3" 36 1 12'-7" 36 12'-2" 36 9'-5" 51 11'4" 45 10'-10" 45 3'-7" 89 140.2 12'-11" 27 15-11" 23 15'-4" 23 11'-3" 36 1 12'-7" 36 12'-2" 36 8'-9" 59 10'-4" .53T-9-7 12'-2" 6 —" 11'-9" 3'-11" " 1603'-1 150 12'-0" 132 1 13'-5" 32 1 12'-11" 32 10'-5" 142 1 11'-7" 42 11'-3" 42 8'-2" 68 9' 11'-5" 60 11'-0" 3'-8" 1" 102 Wind Open Structures Mono-Slo 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 an/load* 4 s an/load* 1&2 s an/load* 3 s an/load* 4 s an/load* Cantilever 100 100 22'-2" 13 24'-9" 13 23'-11" 13 19'-2" 17 21'-5" 17 20'-9" 17 16'-6" 23 18'-5" 23 17'-10" 23 4'-0" 45 110 21'-0" 14 24'-1" 14 23'-3" 14 18'-8" 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'-6" 17 16'-5" 23 18'-4" 23 17'-9" 23 12'-5" 41 15'-2" 34 13'-4" 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 13'-2" 45 12'-9" 4'-0" " 77 140-1 16'-8" 23 18'-0" 23 18'-0" 23 13'-2" 36 16'-2" 30 15'-7" 30 11'-9" 45 13'-2" 45 12'-9" 3'-11" " 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" 3'-11" " 1603'-1 89 150 15'-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" 3'-8" 1" 102 Wind Open Structures Mono -Sloped 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 an/load* 3 s an/load* 4 s an/load* 1&2 s an/load* 3 s an/load* 4 s an/load* Cantilever 100 20'-8" 113 23'-10" 23'-2" 13 22'-4" 113 17'-11" 17 20'-1" 17 19'-4" 17 15'-5" 23 17'-3" 23 16'-8" 23 4'-0" 45 110 20'-1" 114 23-2" 22'-0" 14 21'-9" 14 17'-5" 18 19'-6" 18 18'-10" 18 13'-1" 32 15'-11" 27 15'-4" 27 4'-0" 55 120 18'-2" 117 20'-11" 20'4" 17 19'-8" 17 15-9" 22 17'-7" 22 17'-0" 22 11'-10" 39 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" 23 11'-7" 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'-4" 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'-4" 36 11'-0" 45 12'-4" 45 11'-11" 45 3'-11" 89 140.2 15'-7" 23 17'-5" 23 16'-10" 23 12' 4" 36 15'-1" 30 13'-4" 36 9'-7" 59 11'-4" 53 10'-11" 53 3'-11" 89 150 13'-2" 32 16'-4" 126 15'-10" 26 11'-5" 142 1 12'-9" 142 1 12'-4" 142 1 8'-11" 168 1 10'-0" 160 10'-4" 160 3'-8" 102 Wind Open Structures Mono-Slaped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone MPH 1&2 s an/load* s an/load*oad* 3lspan/load* 1&2 s an/load* 3 s an/load* 4 s an/load* 1&2 s an/load* 3 s an/load* I 4 s an/load* Cantilever 100 23'-10" 13 26'-0" 1313 20'-B" 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" 14 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" 1717 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" 1717 17'-8" 23 19'-9" 23 19'-1" 23 13'4" 41 16'-5" 34 15'-10" 34 4'-0" 69 130 19'-4" 20 21'-7" 20 20 16'-B" 26 18'-8" 26 18'-1" 26 12'-8" 45 15'-0" 38 13'-9" 45 4'-0" 77 140-1 17'-11" 23 20'-1" 2323 15'-7" 30 17-5" 30 16'-10" 30 12'-8" 45 15'-5" 38 13'-9" 45 4'-0" 89 140.2 17'-11" 23 20'-1" 2323 15'-7" 30 1 17'-5" 30 16-10" 30 11'-8" 53 13'-1" 53 T 12'-8" 53 4'-0" 89 150 16'-10" 26 1 18'-10" 126 18'-3" 126 1 13'-2" 142 1 16-4" 134 1 15'-9" 134 10'-11" 60 12'4" 160 1 11'-11" 60 4'-0" 102 1n 0 v 0 0 Z IT! r M 0 v C 0 --1 (n N IT! --I 0 Z 11 SECTION 3A I 1/4" x 6" RAWL TAPPER THROUGH 1"x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4"x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC $ VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS Qr'AI C• QLt" — I- All 1" PER FT. MAX. FOR 3-1/2" ( (1) #5 BAR CONT. 2'-0" MIN. ALL SLABS BEFORE SLOPE I �— TYPEIS TYPE II FLAT SLOPE / NO FOOTING ODERATE SLOPE FOOTING 0-2" 112" 2" 112" -1'-10" 2" MIN. (2) #5 BAR CONT. i TYPE III STEEP SLOPE FOOTING > 1'-10" Notes: 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 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, InForceTm e3'11' (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 11 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@bellsouth.net PAGE q © COPYRIGHT 2006 `.f d i i r i 14 3A -J8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. NOTICE OF COMMENCEMENTMARYANNE MORSE, CLERK OF CIRCUIT COURT �K��6q�E COUNTYhis document prepared by: Name: 0 Pg 0126; Upq) r CLERKIS # 2007098844 Address: • V RECORDED 07/06/2007 &0:39i3Q1 PM RECORDING FEES 16.eO PATE OF FLORIDA COUNTY OF SENIINOLE TAX FOLIO # (Complete PaPMW4. Yc� POW& 1) -5-07- 0/c, 00 0 0 -.A he undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with hapter 713, Florida Statues, the following information is provided in this Notice of Cormnencement. ESCRIPTION OF PROPERTY (Legal description of the property and street address j -- d 771 J-7 DESCRIPTION OF RMPROVEMENT:_ WNER NAME & ADDRESS t 1 7 WNERS INTEREST IN PROPERTY (Fee Simple, Partnership, etc.) AME AND ADDRESS OF FEE SEWPLE TITLE HOLDER (If other than owner) 'ONTRACTOR NAME & ADDRESS: - URETY (Bonding Company) NAMIE & ADDRESS: rPPTIPIFn POP y MARY 4-'NNRSE mount of Bond: CLERK OF CER ;t KICOURT I- SEMIN&LLLP I , FLORIDA ersons within the state of Florida designated by owner upon whom notice or other documents may be served as providdt 13.13(1)(a)7., Florida Statues: fame and Address I addition to himself, owner designates 13,13(1)(b), Florida Statutes: larne and Address: following person to receive a copy of the Lienor's Notice as provided in Section 6- ,xpiration Date of Notice of Commencement ;7:' Che expiration date is I year from date of recording unless a different s specified) Signature of Owner T\' Printed Name of Owner TATE OF COUNTY OF he fbrego!n•=t-w acknowledged this/1 da'y of 17&dA,,4 by, :?,q q IQ 6 Aj ac, wl 20 P -7 or has 1ho is pdidnally known to produced (type of identification) asidentification n1 to c1noww9ed-timm-0s; 7esiggned the instrument voluntarily for they re m it. ..................... Signature of Notary Publib, State of Florida VIOLET A. REASER A 1101,111", % Comm# DD0511285 o- 1 4" Expires 211112010 fo Bonded thru (800)432-4254: Florida Notary Assn., Inc ............ . ............................... Print, Type, or Stamp Commissioned Name of Notary Public .