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HomeMy WebLinkAbout202 Dogwood DrPermit # Job Address: r� CITY OF SANFORD PERMIT APPLICATION ao� Date:, RECEIVED JUL 0 6 2007 7-6_p7 �e�-n �"/ ,y �� �U✓' F�-t"''z /i C, Description of Work: �''t 0�0 Historic District: a Zoning: Value of Work: S 9 f Permit Type: Building 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 Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: (IS # of Stories: --L-- # of Dwelling Units: Flood Zone: (FEMA form requiged for o?kner, than X) Parcel #: / 9 0 0 E0 0 C 0 Q (Attach Proof of Ownership & Legal Description) /5-/1? Owners Name & Address` (S'�C ✓^/-�&-r✓ /7 ---- (� pis- a o e 0 Q_/ �r'7 f- Cv 9' Phone: „%— Z 7„ 61 — -- Contractor Name &Address: v4 / /+ f /1r {q-9' g t-8--4 titsa %� )/ State License Number: C0 •• �- Phone & Fax: C-7 ., l / F'S G P Contact ,erson: ��K Phone: C Bonding Company:A/ A / Address: Mortgage Lender: 1A — ---- Address: ------ Architect/Engineer: t,F(/j cp— 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 Jae 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 applicabEe laws reg elating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PA. `s INC} TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A.^1 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 b additional ermits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is cat' til notify the owner of the property of the requirements f Florida Lien Law, FS 713. 7-5, � � Signature of Owner/A t Date tgnature o ont actor/Agen ate �Rrlzllm Print Mner/ s r�of-No[aty.E Owner/Agent is t✓Pioduced ID A APPLICATION APP `sftft Special Conditions: s• fFloridgz--� Date nallyKnown to Me or X07 boft Nftv Public • St at Of Flofidrt C*0*33'm b010 Mir 27, 201 COmtnisslon / DD 656310 NotftA. t Co tractor /Agent's Si naruni of Notary -State of Flori a Date ?otif; P.. J4 ANN HNSON MY 0 MMISSION # DD 285622 * E' IRES: March 23, 2008 Contractor F� �gtr$tldg9t1Ao1Wy8el0it�tle or Produce ID 7-10,07 Utilities: FD: (initial & Date) (initial & Date) 1 1 b ' 0--? (Initial & Date) r D w Q= 0 CO) Z U.J um 7�t) -4 u ,"\low r �LJL D w Q= 0 LLJ Z U.J it 7�t) CL gae �LJL o 4c� it CL U Prager Builders, Inc. Sanford, FL 32773 407-324-9960 t2�S-;a Ar 2 i or vtt „.(Lf a y y.. LI=t..l:i ne` c'ript ii)n 3C�; F .. _ : _ , c� r('ir i t7 the ��lut thereof as r ded in it �;ca 'f tF .`_ "eccrds of Semincle Count;, ;r da 17 5 ,7 14 {' IAI:ZKWOpp � Q 1W ! Ito O �— i 15 a LOCAT(OU 13KETCH N 0 ,7 4 Nom' ca4- ozs rUTtLt IY ESMT 6WOOD — �____ 25 9S lc WCAv ,_ f WOOD:. �_t ry N� i� OCG Sj 1 +u � �+-- 3'j.36 ... �-i.-i a Ci -EY. COrI►C,. SLKa .. J. ii f STk)cco VSG' ,s T f qqI� t0 70 -I,i f � Ah i"r • 3 24 f -(.'WOOD ty" C6LLGE � ,..:. PIANS R VIEWED FORD CITY OF SAN 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 MPH or/MPH for 3 second wind gust velocity load; Basic Wind Pressure; Design Pressures ,e> for Screen / Vinyl Rooms can be found on page 3A -ii: a. "B" exposure = PSF for Roofs & PSF for Walls b. "C" exposure=/�1PSF for Roofs &iL&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. Host Structure Adequacy Statement: have inspected and verify that the host structure is in good repair and attachments made to the structure will be soliO. y -7p Phone: /P-iA � Contractor / Auth�rie (please print) ,( " Dater () e Contractor �uthorized ep* Signature Note: Projection of room from host structure shall not exceed 16'. 111. 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 / Designeecompleted : Designees name, address, phone number, & signature on plans Av— D. Site exposure form 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) it 5.. Chair rail or girts size, length, & spacing ............................. .. — f (Select chair rails from appropriate 3A.2 series tables) I 6. Knee braces length, location, & size ..)...................................... (Check Table 3A.3 for knee brace size IV. Highlight details from Aluminum Structures Design Manual: Yes No '1 A. Beam & pudin tables w/ sizes thickness, spacing, & spans / lengths. Indicate ...... d , Section 3A tables used: Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to /'7-V MPH wind zone and/or "C" or "D" Exposure for load width: Look up span on 120 MPH table and apply the following formula: S an / Height Required Span I� @ 120 MPH % y.�@MPH , .iN (b or d) x ! (b or d) x _ (b or d) = - L ;I Wind Zone Multiplier ** Exposure Multiplier Iff *Must have attended Engineer's Continuing Educat la e ** Appropriate multiplier from page 3A -ii and page 3A -iii. b-7 Apes, N2k 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, 'B' Exposure to /;X0 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 �1@4 %+DMPH J (bord)x 4�(bord)x�! (b or d)=�_ Wind Zone Multiplier ** - Exposure Multiplier ** Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii. r b-8 Y_ 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 ............................. .............................. 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. r b-8 SITE EXPOSURE EVALUATION FORM r-.--.--.--.-- - --- i i I I QUADRANTI I 1500' I EXPOSURE I I I I I I - 1500' I I 600' QUADRANT IV I 40' I QUADRANT II I �-- 600' 600' -� D EXPOSURE /� I EXPOSURE B i I 40' I I 600' I I ----1500' I I I I I i QUADRANT III 1500' I EXPOSURE I i I L- ------ ----- --.J 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: 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. 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 ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FIAT, UNOBSTRUCTEDRE EXPOSED TO WINDEAS T ARE 1,500 FT INLAND FROM THE SHORE LINE AND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. SITE IS EXPOSURE: EVALUATED BY: i -DA 0 SIGNATURE: LICENSE #: b-14 CITY ON S* January t0l, 2007 LAWRENCq E. BENNETT, P.E. P.O. BO 214368 SOUTH D YTONA, FL 32121 386-767`,4774 TO ALL BUILDING DEPARTMENTS Re: Mas;;er File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 20041 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN AL" during the year 2007. When we publish and distribvte 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 edition of the manual. This authorization also applies to contract! r master file drawings, " ONE PERMIT ONLY" drawings or any "site sp cific" drawings that I may furnish the contractor. Kent Pragger CBC05300.7 PragerB i.lders 2938 Stoewall P1 Sanford,IFL 32773 They-are,hereby added to my 2007 MASTERFILEILIST Should y:u_have any estions please contact me-4t.-yourconveni ce . - . -. Sincerely, I awrence j F/./ Bennet j / P.E. # 16644 SCREEN, ACRYLIC & VINYL ROOMS iJ:, SECTION 3JA INTERIOR BEAM (SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAMEi' PANS OR PANELS H ALUMINUM ROOF SYSTE >. PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. j. ALUMINUM ROOF SYSTEM PER SECTION 7 �{I' HOST STRUCTURE OR FOURTH WALL FRAME �t {{ USE BEAM TO WALL DETA jL RIDGE BEAM �;'' (SEE TABLES 3A.1.4) C H Rigs Q a TYPICAL GABLE SOLID ROO E _REVIEW!E[ SCALE: N.T.S. ff UITY %Aiw--F SANK Lj Lawrence E. Bennett, P.E. FL # 1664 CIVIL & STRUCTURAL ENGINEERING �. P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 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. q 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 ANCHOR OR EQUAL @ 12" O.C. FOR WOOD USE: #14 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA 414 x 1/2" WAFER HEADED S.M.S. SPACED @ 12" O.C. W. z �.. Q LU o-- FLOOR PANEL ROOF OR FLOOR PANEL TO WALL DETAIL SCALE: 3" = V-0" 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: 100 -1231 130 140 150 #8 1 #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net a 2 PAGE 7-4 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I 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: )*lux 1-1/2" S.M.S. "HROLIGH SPLINE GROOVES ,IDE WALL HEADER \TTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" i. M.S. IDE 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 ^ONCRI== W/ 1 /4" x ') -11A ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF .ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" `LA'' - """M EWE D Lawrence E. Bennett, P.E. FL # 16644111111 NS HL; CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 7674774 Fax #: (386) 767556Uwe ITY Ap"' F SANN F UA=t*'Pz& C Email: lebpe@bellsouth.net C U 1% PAGE3A-6I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = V-0" SECTION RISER PANELS ATTACH CHAPTER 7 HEADER ATTACHED TO W/ MIN. (3) 410 x 1-1/2" S IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TA FOR SNAP EXTRUSIONS ATTACHED TO POST WI' MIN. (3) #10 x 1/2" S.M.S. SCREW BOSSES 1" x 2" OPEN BACK B RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM E POST AND 24" O.C. (M Lawrence E. Bennett, P.E. FL # 1664 Aft t CIVIL & STRUCTURAL ENGINEERING R E %VA'l E \A P.O. Box 214368, South Daytona, FI 32121 mILANeee���!lIAAA Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRI T 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A' SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS NOTES: 2 x 2 LTION SION MON MON 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. ano r% Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWEU CIVIL & STRUCTURAL ENGINEERING@� rr P.O. Box 214368, South Daytona, FI 32121 [� � SANK"'T Telephone #: (386) 767-4774 Fax #: (386) 767-6556 rrJ' Email: lebpe@be0south.net PAGE © COPYRIGHT 2006 3A40 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 li r: UNIFORM LOAD UNIFORM LOAD l a j' A B A B I` INGLE SPAN CANTILEVE 1 OR SINGLE SPAN`; UNIFORM LOAD A B C A B C D I 2 SPAN 3 SPAN 1, UNIFORM LOAD I r l l l l A B C D E' 4 SPAN {' NOTES: 1) L = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. j 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. �I Lawrence E. Bennett, P.E. FL # 1664 ijLA. REV IEWED CIVIL & STRUCTURAL ENGINEERING S P.O. Box 214368, South Daytona, FI 32121 ':ORTelephone #: 767-4774 Fax #: (386) 767E556 Email: lebpe@bellsouth.net I' ANI CROF�G © COPYRIGHT2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A'' SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowabl Upright Heights, hair Rail Spans or Header Spans for Screen, y Rooms Aluminum Alloy 6063 T.6 - - For 3 second wind gust at rru Mrn veloww, 1151118 u -1 - Tributary Load Width '1M = Purlin Spacing Sections 3'-0" 3'-0" 4'-0" 1 4'-6" 5'4" 5'-6" 6'-0" r-6- T Allowabis Hai ht 'H' I bend) b' or deflection 'Cr T -6" r x r x 0.044" Hollow 75` b 6'-11` b06b 6'-11" b 6'-2" b 5'-10' b 5'-T' b 5'-• b 5'-1' b 4'-11' b d b 2"x 2" x.0.055' Hollow 8'-10" b 8'-2' b r x r x0.055" T-2' b s'-10' b 6'S" b 6'S' b 5'-11' b 5'-9' b -r " b 3" x r x 0.045" Hollow --8'.4" b T-8' b b2" 6'-9` b 61-51 b 6'-2" b 5'-10' b 5'-8' b 5'S' b 6'-4' b b . 3" x 2" x 0.070" Hollow. 11'-1'. b 10'5" b 5'-1' 9'-1" b .8'-7' b 8'-2' b T-10' b T -T' b 7'S" b -0" b r x 3" x 0.045" Hollow Mr -2---b 9'-5" b T-0" 8' 3' b 7'-10' b T S" b T2' b 6'-11'b 6'-8" b 9'S" b b 2" x 4" x 0.050" Hollow 10'-8• b 9'-11" b F-11' b 8'-9" b 8'-3' b T-11' b T -T b T-3" b 6'-11" b x 4" x 0.0 b r x 5" x 0.062" Hollow13'-9" 8'-T b b 17-9" b 7'-8' 11'-3' b 10'-0' b 10'-2" b 9'-9' b 9'4" b 9'-0" b -9 b r x 4" x 0.046" S.M.B. 15'-0 b 14'-4" b 13'5" b 17-8' b 12'- b 11'-5" b 10'-11" b 10'-6" b 10'-2' b 9 " 10" b . r x 5" x 0.050" . S.M.B. 18'-6• b 1r -I" b 16'-0" b 15'-1" b 14'x' b 13'5' b 13'-1' .b 12'-T b 17-1' b 1 ;f 8' 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 17-T b 1 -2' b 2" x 2" x 0.044" Snap 9'-r b 8',6" b T-11" b T5" b T-1' b 6'-9" b 6'-0' b 6'-3' b 5'-11- b s- b r x 3" x 0.045" Snap 10'-5' b 9'-T b 8'-11' b 8'-0• b 8'-1" b 7'-0' b T4" b T-1' b 6'-10" b =T b r x 4" x 0.045" S 1 T-3" bi 101-5' b 9'-9' bi 9'-2• b 8'-0" b 8'�' b T-11' b T-7• b T-4• b -1' b 3" x 3" x 0.045" Fluted 9'-1' b 8'S' b T-10" b T5" b T-0" b 6'-8' b 6'S" b 6'-2' b 5'-11' b r9' b 3" x 3" x 0.060" Square 11' 2' b 10'11' b 9'-0• b 9'-1" b 8'-8" b 8'S" b 7'-11' b T -T b 7'-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 are 19'-1' b 1 T5" b 16'-7" b 15'-T b 14'-10' b 14'-1" b 13'-6" b 17-11" b 175' b 1 -1" b 4" x 4" x 0.125" Square 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 1 -'-B' b Square 1 T-9" b 16'5" b 15'-5' b 14'-6" b 13'-9' b is 17-1' For 3 second vena g ,cu nnr •mwnr. �...a Sections 3'4" 3''6" ••��,•• '...._ - ._._ ..._- Tributary Loa _ dth W Puriln Spacing 4'-0- 4'-6" -0" 5'-6" 6'-0' 6'-6" Allowable Hel H' I riding 'b' or defleWon'd' 2' x 2" x 0.044" Hollow 6'-11" b 6'-6' b 6'-1" b 5'-9" b 5'S" b 5'-2' b 4'-11" b 4'-9' b 4'-7" bI 5' b r x r x0.055" Hollow 8'-2' b T -T b T-1" b 61-8" b -7'7'b 6'-1` b 5'-10' b 5'-7" b 5'44" b2" b 3" x r x 0.045" Hollow T-9' b 7'-2' b 6' 8' b 6'-4' b 5'-11' b 5'-0" b 5'S' b 5'3' b 5'-1' b1" b r x 2" x 0.070" Hollow 10'x' b 9'-7' b 8'-11' b 8'5" b 8'-0" b 7'-8" b T-4" b T-0" b 6'-9" b -6' b 2" " Hollow 9'S" b 8'-9' b 8'-2' b 7'-9" b T b F-11' b 6'-0' b 6'S' b 6'-2' b 11' b x 4" x 0.0 Hoilaw 9'-11' b 9-2' b 8'-T b 8'-1" b 7'-8' b T-4' b T-0- b 6'-9" b 6'-6" b 3` b 77 -5 --mm- Hollow 17-10' b 11'-11' b 11'-1" b 10'-6' b 9'-11" b 9'S" b 9'-1' b 8'-9" b 8'S" b '-1' b r x 4" x 0.046" S.M.B. 14'-5" b 13'-4" b 17-6` b 11'-10" b 11'-2` b 10'-8" b 10'x' b 9'-10" b 9'-5" b -2" b r x 5" x 0.050 S.M.B. 1T -r b 15'-11" b 14'-11" b 14'-1' b 13' 4" b 12-9" b 17-2' b 11' 8' b 11'3' b 1.-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'-3' b 12-8' b 17-2" b b -4" b 2" x r 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* -r 5'-T b '-5' b 2" x 3" x 0.045" Snap 9'-8' b 8'-11` b 8'S" b 7'-11" b 7'-6' bg7'-9" 6'-10' b 6'-T b 6'�' b -1' b 2" x 4" x 0.045" Snap. 10'5" b 9'-8" b 9'-1" b 8' 6" b 8'-1" b T5' b T-1" b 6'-10" b3" x 3" x 0.045" Fluted. 8S" b 7'.10" b T11" b 6'-11" b 6'S" b . 5'-11"b 5'-9" b 5'-6` b -4' b 3" x 3" x 0.060" S uare 1 O'5" b 9'-7"b 8'-11' b 8'S" b 8'-0" b Tom' b 7'-1" b 6'-10" b -7' b 3" x 3" x 0.093" Square 14'-11' b 13'-10' .b 17-11" b 12'-2" b 11-7' b10'-7" b 10-2" b 9'-9"3"x3"x0.125" Square 1 T-9" b 16'5" b 15'-5' b 14'-6" b 13'-9' b 17-T b 17-1' b 11'5" b 1'-3" b �9'_11•h 18'-9" b 1T-10" b 16'-0' b 15'-8" b 1 S-1' hi 14'-7 b Notes: 1. Above spans do not include length of lane brace. Add horizontal distance from upright tD center of brace to beam connection above spans for total beam spans. 2. Spans may be interpolated. re-3390BEE/ t Lawrence E. Bennett, P.E. FL # 1 CIVIL & STRUCTURAL ENGINEERIN( P.O. Bar 214368. South Daytona. FI 32121 Tetephorm !k. (388) 76714774 Fmc M (386) 767.8556 Eman: Iebpe@Wbo.M net PAGE © C0PYRIGHT2W6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEM P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1.120 Allowable d e Be pans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust a� velocity; using design load of 13.0 #ISF (48.3 #ISF for Max. Cantilever) et....,1_..—„.,.. nnnt T.A .x2"x0.0 ' 2" x 2” x 0.055" `0555-d_Max. Width (ft.) Span V/ (bending 'b' or deflection 'dj 1 & 2 Span Sp 4 Span Max. Cantilever Load Max. Span 'L' / (bendin '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'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 0'-11" d 7 4'-6" d 5'-7" d 5'-6" b 0'-10" d 7 4'-9" d 5'-11" d 5-11" b 0'-11" d 4'-4" d :A b 5'-1" b 0'-10" d 8 4'-7" d 6-8" d 5'-7" b 0'-10" d 9 4'-2" dn4" 4'-10" b 0'-10" d 9 4'-5" d 5'-0" d T-3" b 0'-10" d 10 4'-0" d 4'-7" b 0'-9" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0-9" d 12 3'-9" d 4'-2" b 0'-9" d 12 3'-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 (ft.)1 Max. Span 'L' / (bending 'b' or deflection 'dj 8.2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft) 1 & 2 Span 3 Span 4 Span Max I 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 54" d 6-4" d 64" b 0'-11" d 7 5'-9" d T-1" d T-3" d 1'-1" d 8 4'-11" d 6'-0" d 5'-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'-6" d 6'-0" 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 1 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 1 5'-8" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'dj 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (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'-0" b 1'-8" d 7 6'4" d 7'-8" b T-5" b 1'-0" d 7 8'-2" d 9'4" b 9'-5" b 1'-7" d 8 6'-1" d T-2" b 6-11" b 1'-2" d 8 7'-10" d T-2" b 8'-10" b 1'-6" d 9 S-10" d 6-9" b 6'-6" b 1'-1" d 9 T-6- d 8'-8" b 1 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'-5" 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 5-10" b 5'-8" b 1'-0" d 12 6'-8" b 7'-6" b T-3" b 177" 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@beUswth.net r F 'moo/ � s c �,_::,i i �`,': ;,.,` e I•. ;• '' 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 M is CD D r oo C �■ m c _ o � Z � m 3 ��Da x m s r cc O wm , p co O 0 v w O 2 V O Table 7.2.1 `INte-Aluminum Corporat Panels Allowable Spans and Design i Applied Loads* (#/SF) rs' PronagulkYProducts: Statewide Product Approval NFL1049 " x 48" x 0 024" Panels.Aluminum Alloy 3105 H44 or H-25 1.0 EPS Core Density Foam W n Open Structures Mono-Slo ed Roof Screen Rooms & Attached Covers res Mono -S o ed Roof Overhang ooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone MPH 1&2 s an/load* 3 s an/load* 4 s an/load* & s an/load* 3 s an/load* 4 s an/load* 1&2 s anlload* 3 s an/load* 4 s an/load* Cantilever 100 18'-10" 113 23'-11" 21'-1" 13 20'-0" 13 16'-4" 17 18'-3" 17 17'-8" 117 12'-11" 127 17'-10" 15'-8" 23 15-2" 23 4'-0" 145 24'-1" 18'-4" 14 20'-0" 14 19'-10" 1416 18 20'-2" 17'-9" 18 17'-2" 18 11'-11" 32 13'-4" 32 12'-10" 32 4'-0" 55 20 16'-7" 17 18'-7" 17 17'-11" 1 2'-11' 27 16'-1" 22 15'-6" 22 10'-9" 39 12'-1" 39 11'-8" 39 4'-0" 65 123 16'-2" 17 18'-1" 17 17'-5" 17 12'-8" 28 15'-8" 23 15'-1" 23 10'-7" 41 11'-10" 41 11'-0" 41 4'-0" 69 130 15'-3" 20 17'-1" 20W6'-6 26 17'-4" 12'-1" 31 13'-6" 31 13'-1" 31 9-5" 51 11'-3" 45 10'-10" 45 3'-10" 77 140-1 12'-11" 27 15'-11" 23 36 16'-2" 11'-3" 36 12'-7" 36 12'-2" 36 9'-5" 51 11'-3" 45 10'-10" 45 T-7" 89 140-2 12'-11" 1 27 15'-11" 23 36 16'-2" 11'-3" 36 12'-7" 36 12'-2" 36 8'-9"59 11'-9" 10'-4" 53 9' 6" 59 3'-7" 89 150 12'-0" 32 13'-0" 32 42 15'-2" 10'-5" IA9 1 11'-7" J 42 1 11'-3" 42 8'-2" 68 1 9'-2" I 68 I 8'-10" 68 T-4" 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 anlload* 1&2 s anlload* 3 s anlload* 4 s an/load* 1&2 s anlload* 3 span/load 4 s an/load* Cantilever 100 2" 13 24'-9" 13 23'-11" 13 19'-2" 17 21'-5" 17 20'-9" 17 16'-0" 23 18'-5" 23 17'-10" 23 4'-0" 45 110 -0" 14 24'-1" 14 23'-3" 14 18'-B" 18 20'-10" 18 20'-2" 18 15'-0" 27 17'-0" 27 16'-5" 27 4'-0" 55 120 -0" 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 11" 17 21'-2" 17 20'-0" 17 16'-5" 23 18'-4" 23 17'-9" 23 12'-5" 41 15'-2" 34 13'-4" 41 4'-0" 69 130 11" U15O5 20 20'-0" 20 19'-4" 20 15'-6" 26 17'-4" 26 16'-9" 26 11'-9" 45 13'-2" 45 12'-9" 45 4'-0" 77 140-1 -0" 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 -0 ;-4; 89 140-2 -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 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 aped 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 span/[ ad* 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" 13 23'-2" 13 22'11" 13 17'-11" 17 20'-1" 17 19'-4" 17 15'-5" 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" 18 13'-1" 32 15'-11" 27 15'-4" 27 4'-0" 55 120 18'-2" 17 20'11" 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'-6" 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 12'11" 45 11'-11" 454'-0" 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" 45 177-T57-71--11- 13'-9" 4513--11" 4'-0" 89 140-2 15'-7" 23 17'-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-0" 36 9'-7" 59 11'14" 53 10'-11" 53'-11" 4'4'89 89 150 13'-2" 32 16'-4" 26 15'-10" 26 11'-5" 42 12'-9" 42 12'-4" 42 8'-11" 68 10'-8" 60 10'-4" 603'-8" 4'-0" 102 Wind Open Structures Mono -S o ed Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang Zone MPH 1&2 s anlload* 3 s an/load* 4 s anlload* 1&2 s an/load* 3 s anlload* 4 s anlload* 1&2 s an/load* 3 s anlload* 4 s anlload* Cantilever 100 23'-10' 13 26'-8" .13 25-9" 13 20'-8" 17 23'-1" 17 22'-4" 17 17'-9" 23 19'-10" 23 19'-2" 123 4'-0" 45 110 23'-2" 14 25'-11" 14 25'-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" 17 22'-8" 17 18'-2" 22 20'-4" 22 19'-7" 22 157-1" 32 16'-10" 32 16'-3" 32 4'-0" 65 123 20'-5" 17 22'-10" 17 22'-1" 17 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'-10" 20 16'-8" 26 18'-8" 26 1 18'-1" 26 12'-8" 45 15'-5" -9"45 4'-0" 77140-1 17'-1123 20'-1" 23 19'-5" 23 15'-7" 30 17'-5" 30 16'-10" 30 12'-8" 45 15'-5" K3813' 13'-9" 45 4'-0" 140-217'1123 19'-5" 23 15'-7" 30 17'-5" 30 16'-10" 30 11'-8" 53 13'-1" 12'-8" 53 4'4'89 150 16'-10" 26 18'-10" 26 18'-3" 26 13'-2" 42 16' 4" 34 15'-9" 34 10'-11" 60 12' 4"11'-11" 60 4'-0" 102 0 v 0 0 Z m r 0 D C n 1+♦ m 0 Z J SECTION 3A 1/4"x 6" RAWL TAPPER THROUGH 1"x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING 1" PER FT. MAX. FOR 2'-0" MIN. BEFORE SLOPE 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) L AND FOUNDATION FOR SCREEN WALLS q('AI F• 314„ = 1'-n,, 3-1/2" ALL S GVW—' TYPE I /-�JAMP4 FLAT SLOPE / NO FOOTING 0-2" 112" (1) #5 BAR CONT o / *-811 TYPE II ODERATE SLOPE FOOTING 2" 112" - V-10" 2" MIN. (2) 4F5 BAR CONT. TYPE III STEEP SLOPE FOOTING > 1'-10" Notes: 1. The foundations shown are based In a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil all be verified, prior to piaci a slab, by field soil test or a soil testing lab. 2. The slab / oun a on s all 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 e317' (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" = 1'-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@beNsouth.net PAGE p © COPYRIGHT2006 3A-3' NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN ENCLOSURE MEMBER BY OTHERSWINONO WVAUTH H SCREEN DICLI16URE CAULK BETWEEN ii MEMBER WINDOW FLANGE BY C"ERS &SCREEN CAUIX8 EN o CAULK BETWEEN ENCLOSURE I.i i VANDON FLANGE o WINDOW FLANGE & SCREEN o SCREW I & SCREEN ENCLOSURE o7 - - I # 8 SHEET PETAL #8 SHEET METAL C3 SCREW f o INSTALLATION INSTALLATION Lim SCREVfANCHORSCREW ANCHOR PERNEVERCALLK 8 SH EET mE-rAL SCREW INSPILLATION SECTION A -A SCRFWAKCHOR LU WNDOW FRAME MEAD NOTES: (1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2001 FLORIDA BUILDING CODE - (2) WINDOW AND VENT MATERIAL SHALL BE 6063 -TS ALUMINUM. (3) WI NDOW VENITS SHALL BE R&V5OVED WHEN WINOS EXCEED 75 MPH AS PER SECTION 2002.3 OF THELM FLORIDA BUILDING CODE. (4) SHIM AS REQU AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACX TO 13E 118" USE SHIMS WHERE SPACE GREATER THAN 1116' 13 PRESENT. (5) #8 x 0.750 SHEET METAL SCREW ANCHORS MUST BE USED. 4. WINDO MAX ALLOWABLE SPACING OF #8 SHEET METAL SCREWS, WITHIN 6- FROM EACH CORNER AND HEIGHT (6) SPACED 10' O.G. MAX. THEREAFTER. (7) CAULK BEHIND F114 WITH LATEX CAUIUC APPLICATION OF LATEX CAULK MUST COMPLY WITH I I I ( SEALANT MANUFACTURERS RECOMMENDATIONS. (8) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO A:, A CONTROL GALVANIC CORROSION. 4 i= (9) JAMS f SILL CORNERS AND ALLANCHORS; TO BE SEALED WITH SMALL JOINT SEAM SEALANT. (10)ALL INSTALLATION ANCHORS MUST BE MADE OFA CORROSION RESISTANT MATERIAL OR COATI 16-ANDOVdFRAME SILL FXTERP)R ELEVAMN Removable vinyl and acrylic panels shall have a permanent visible label stating the rlhTr- :Reabe :in and acrylic Removable ' vinyl c ' ic p 's s I' have a permanent visible label stating he Ir following "Removable panel SHALL be CUSTOM WINDOW SYSTEMS, INC. r m wind speed c CAULK BETWEEN removed when wind speed exceed 981 N. E. 16th STREET o VANDOWFLANGE mp " o &SCREEN 75 mph". OCALA, FLORIDA 34470 ENCLOSURE C 0 1 1 1 1 8 SHEET METAL FRC R301.2.1.1.1 ME: CUSTOM WINDOW SYSTEMS AC-XYLIC GLAZED SCREEN SCREW ALUMINUM SLIDING WINDBREAKER INSTALLATION C:) INSTALLA710614 ENCLOSURE INSTRUCTIONS INTO ALUMI MUM PORCH SCREWANCHOR =3 MEMBER ENCLOSURE,' BY OTHERS ENGOINEER, 0 RAN1.94 B'P. R,jC—L -TIA—TE1!12'04 NOTE: E! TWO TRACK SYSTEM SHOWN, THREE AND FOUR TRACK DISCIPLINE' SCALE N.T.S. SYSTEMS HAVE BIMILAR DETAILS. r,-- —cws C D 1 SECTION B - B FL-REaN0.* REV. LETTER' kSHE--1 40F6 E-= ca PREPARED BY FENESTRATION 00MULTING SERVICES 3att MCNAD ST- MRTHI PORT. FL. 34286 PH 941 423v'618 FAX 941423-2420 CO cc, =E A,LHIrLAY T'tEEN FI INSM—AT:]r E?CLfl:°RE PENICA SCKEV Q%C1a7 17 CITNERT 2141" AS REO OL 11ict N7frSY :ITfVELY L 30 Z.IErt fN sta FLAY': ► 16 szaEC_ni \ I aa' NAT SHL1 SDACE� lis calf rAYt HiAS li N mn us II + f4 C1 E (ERICA M to /eCa,`�fJ P'CR.C i "UL IC K !Y fFQtS C at a a 4 4 4 4 4 a a 4 4 4 4 LIPERA__T FFFIT CMAC CF ur SILL '•ttt' MIN W CMIRCK OR /41171ri1 EK_E IMENr CIS fA_LA'ICA A°CHN 9" CEM%)Kfi Cis 10"M•HT Ana• ZIA IFFCEH o SECTI:,N A ILF N �- Iis N 10 �pDt V1DTN +-- EtKt v:OfM IMP- SPATE V9 TDIV aI- CAA. tP1tATD7r: II- t CA ►D.CE cost rRAPE LW! � < i AAS ACC 1 S h7fEI%SE 1i A+JKIrRLY v. EIr TEE O:IEPS A •w� ELEVATION VIEVED FROµ EXTERIOR DESIGN PRESSURE CAPACITY = t50.0 PSF" �— O'af-1 1ifL�SY O173T TLIACE t VAZA ELCLO6. SECTION B—B t_ ! AMUS V:fA ATEK ALAPT4 KATE CCI•RY VIN [IChi } ►ESD L JaYIT C _E RAx As imps n BE USC) STRIKE FLA•C. It: A' CPSI Sitt,'#JSF !: eF E>WEDYCLt Cr 1.70 111TO ILE SPACM SEfVE° l+• C KAK It YEr►ETES. IISLLArILG Ir1EC- IFIVI Mal^Ata VI to. LCRD STA -4 TO 2E 1/4' LSE SKHt _ COPLIES VITA It FLEo IDA CUSTOM WINDOW SYSTEIVSA INC. OCALA, FLORIDA I91" GUPRDIAN OE031 141SIALLATI]1IOE"AIL IN ALUNIN.I14 POR_H EACLOStUE 1 ugl�t°WINUiL NARIUZZ BB 4/22/0 9H:Ih1W CIVIL tSYC• NI.S. sw-,a.:NSol 3 ypq� rL.na o 47162 rIr Luau MT t 0; 1 1-1 pat•IDp =IW. I•k Y.«nFW w•►. aaLrK tan .MWM 1114 Mt MaeH 1s •a1= - A CA 4: AE.DYT qi et U sc IKiflObOt ATA:IQI to LCCAIICHS Sl A •w� ELEVATION VIEVED FROµ EXTERIOR DESIGN PRESSURE CAPACITY = t50.0 PSF" �— O'af-1 1ifL�SY O173T TLIACE t VAZA ELCLO6. SECTION B—B t_ ! AMUS V:fA ATEK ALAPT4 KATE CCI•RY VIN [IChi } ►ESD L JaYIT C _E RAx As imps n BE USC) STRIKE FLA•C. It: A' CPSI Sitt,'#JSF !: eF E>WEDYCLt Cr 1.70 111TO ILE SPACM SEfVE° l+• C KAK It YEr►ETES. IISLLArILG Ir1EC- IFIVI Mal^Ata VI to. LCRD STA -4 TO 2E 1/4' LSE SKHt _ COPLIES VITA It FLEo IDA CUSTOM WINDOW SYSTEIVSA INC. OCALA, FLORIDA I91" GUPRDIAN OE031 141SIALLATI]1IOE"AIL IN ALUNIN.I14 POR_H EACLOStUE 1 ugl�t°WINUiL NARIUZZ BB 4/22/0 9H:Ih1W CIVIL tSYC• NI.S. sw-,a.:NSol 3 ypq� rL.na o 47162 rIr Luau MT t 0; 1 1-1 pat•IDp =IW. I•k Y.«nFW w•►. aaLrK tan .MWM 1114 Mt MaeH 1s •a1= - orida Building Code Online �s ' ._....>>.. .__ .,�cf ... ... Submit Surcharge Stats & Facts Publications 0product Approval USER: Public User FSC Staff Product Approval _Menu > Product or Application Search > Application Ust > ApPIieat'on Detail F FL # Application Type Code Version J 1 r a a Status Application Comments ' h Archived Product Manufacturer Address/Phone/Email ,� Authorized Signature ;a�:��� Technical Representative Address/Phone/Email 4 �y"xs � �w F xr 4-OU2 EMIL- 5 d 3rm.Ee. Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1575 New 2001 Approved F Custom Window Systems, Inc. 981 N.E. 16th Street Ocala, FL 34470 (352) 368-6922 ext 206 Nancy@cws.cc Nancy Haldin Nancy@cws.cc Michael LaFevre 3611 Monad Street North Port, FL 34286 grand_sport_II@msn.com John Bankey 981 NE 16th Street MAY 9 0 Ocala, FL 34470 SEMINOLE JohnBankey@cws.cc PLANS L 1 •'�"� i Windows Wind Breaker Certification Mark or Listing r r a dtl.aspx?param=wGEVXQwtDgt3eiSA1nEO... 5/1 https://www.floridabuilding.org/p /p _ pP_ Jan -24-2005 11:18am Froin -CUSTOM WINDOW SYSTEMS +9524010151 T-291 P.001 F -858I r `1 rlr ',r 9r -, Overview 13100,W Search OWW.ation PMOW View SeRmh iCatiOh A1taCRnlents User: Public User - Not Associated with Organization - Application #: FL161 XJ Date Submittal: 09/18/2003 Product Manufacturer: Custom Window Systems, Inc. AddressiThone%mail: 961 N.E. 16th Street Ocala, PL 34470 Category; l Exterior Doors Subcatb¢orv; swiu&g Bvalustion Method: Certification Mark or Listing Referenced Standards from the Florida Building motion Standard Code: ANSI/AAMA/WDMA 101/IS2-97 Certification Agency; Quality Assurance Entity: validation Entity; Authorized Signature: Keystone Certifications, Inc. Performance level of the product and conditions Giwdiau Bak:ony Entry Door HGD- or limitations of use: LC40 37x81 Bvaluation/Test Reports Uploaded: [ttstallation Document% Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Page: Y Page 1 / 1 http://www.floridabuilding-org/pr/pr_detl,asp?IPT-= 16 1 &frn=ROSrch l l/ __-� REVISIONOFFICE F- SCREEN, ACRYLIC & VINYL ROOMS SECTION 3 PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING (4) #8 x 1/2" S.M.S. EACH SIDE OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1" x 1" x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL AND KICK PLATE 2" x 2" x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4" x 2-1/2" 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. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH (ALTERNATE WOOD DECK: 2" PTP USE WOOD FASTENERS W/ 1-1/4" MIN. EMBEDMENT) x 2" TOP RAILS FOR SIDE V TH MAX. 3.5' LOAD WIDTH HAVE A MAXIMUM UPRIGI SPACING AS FOLLOWS WIND ZONE MAX. UPRIGHT( SPACING '( 100 T-0" 110 6'-7" 120 6'-3" 123 6-1" 130 5'-8" 140182 5'-1" 150 4'-11" I INTERNAL OR EXTERNAL I 'L' CLIP OR'U' CHANNEL CHAIR RAIL ATTACHED TO POST w/ MIN. (4)#10 S.M.S. 1 x 2 OR 2 x 2 ATTACHED BOTTOM W/ 1" x 1" x 2" x 1 0.045" ANGLE CLIPS EACF SIDE AND MIN. (4) #10 x 11 S.M.S. 1" x 2" x 0.032" MIN. OPEN EXTRUSION 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3" = V-0" I 1A IVO KL'V-" ! ��;: t L) Lawrence E. Bennett, P.E. FL # 1664 CIVIL & STRUCTURAL ENGINEERING F h'j A P.O. Box 214368, South Daytona, FI 32121 CITV nr. r RD Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net i PAGE Fc'OT OPYRIGHT2006 A TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-3. n V'J'461 OF / 13 2938Stonewall i Prager Builders, 1lPL ............. Sanford, FL 32773 407-324-9960 > SMIND0IY FRAME SILL PMMETER BY OTHERS N W 1— N ac CAULK BETWEE p WINDOWFLAM &SCREEN ENCLOSURE C:, ENCLOS � MEhIBEFs v BY OTHERS 1 E 0 SECTION B - B E N w 0 an WINDOW WIDTH 68 SHEET METAL SCREW INSTALLATION — SCREW ANCHOR = — SCREEN i ENCLOSURE MEMBER BYOTHFRS CAULKBEilhEEld WNDOW FLANGE 8 SCREEN ENCLOSURE I '-PEiKM°IIiCALAA SECTION A -A DZF£R9 P€RNT # 'o-7-� DATE, 3 NOTES: (1) -THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2001 FLORIDA BUILDING CODE. (2) WINDOW AND VENT MATERIAL SHALL BE 6063-T6 ALUMINUTA. f (3) WINDOW FLORIDA BUILDVEfM RLBE REMOVED WHEN WINDS EXCEED 75 MPH AS PER SECTION 2002.3 OF THE (4) SHIM AS RE90 AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 118"• USE SHIMS, WHERE SPACE GREATER THAN 1118" IS PRESENT. (5)19`8x0.750 SHEET METAL SCREW ANCHORS MUST BE USED. (6)MAX. ALLOWABLE SPACING OF #8 SHEET METAL SCREWS, WITHIN V FROM EACH CORNER AND SPACED 18' O.C. MAX. THEREAFTER. (7) CAULK BEHIND FIN WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. (B) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO CONTROL GALVANIC CORROSION, (9) JAMB 1 SILL OORNERS AND ALLAMCHORS TO BE SEALED WLTH SMALL JOINY SEAM SEALANT. (W) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSON RESISTANT MATERIAL OR COATING. IAL 7R FICE CB SHEET METAL SCRFW NSTALLATION SCREW ANCHOR LK BETWEEN WINDOVI FLANGE 8 SCREEN ENCLOSURE REVISION /X % ICU TSTOM WINDOW SYST-MS, INC. c 11 m G�; IEWED) IO , 16th STREET r N k v IOCALAFLORIDA 34470 5 Is CITY Li IKLJ C"F SANFu'o%r%m NOTE: TWOTRACKSYSTEM SHOWN, THREE AND FOUR TRACK SYSTEMS HAVE StRILAR DETAILS. '"rLE'CUSTOMWINDOW SYSTEM'S AC2YLICGLAZED ALUMINUM SLIDING WINDBREAKER INSTALLATION INSTRUCTIONS I NTO ALUMINUM PORCH ENCLOSURE, INSIDE MOUNT ENGINEER: DRAY'"Y: MCL LAt`- 1F12V4 ' DISCIPLINE: SQSLE N.T.S. DkW—NOo S_CD1 FL_RED.NO- REV.LETTER. SHEET 5OF6 FENESTRATIONCONSIILnKGSERVICES 38TE MCNADST.• NORTH PCRT• FL- 34286 PH SCREEN cn ENCLOSURE —� MEMBER BY OTHERS o CAULK BETWEEN o WINDOWFUWGE 8SCREEN o ENCLOSURE d jr it 6 SHEET METAL o SCREW o INSTALLATION FI- SCREW ANCHOR tyt_— • 1VINDO'NFRAJWE ' HEAD PERAIETER CNJLK BY OTHERS 0 o v N u� SMIND0IY FRAME SILL PMMETER BY OTHERS N W 1— N ac CAULK BETWEE p WINDOWFLAM &SCREEN ENCLOSURE C:, ENCLOS � MEhIBEFs v BY OTHERS 1 E 0 SECTION B - B E N w 0 an WINDOW WIDTH 68 SHEET METAL SCREW INSTALLATION — SCREW ANCHOR = — SCREEN i ENCLOSURE MEMBER BYOTHFRS CAULKBEilhEEld WNDOW FLANGE 8 SCREEN ENCLOSURE I '-PEiKM°IIiCALAA SECTION A -A DZF£R9 P€RNT # 'o-7-� DATE, 3 NOTES: (1) -THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2001 FLORIDA BUILDING CODE. (2) WINDOW AND VENT MATERIAL SHALL BE 6063-T6 ALUMINUTA. f (3) WINDOW FLORIDA BUILDVEfM RLBE REMOVED WHEN WINDS EXCEED 75 MPH AS PER SECTION 2002.3 OF THE (4) SHIM AS RE90 AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 118"• USE SHIMS, WHERE SPACE GREATER THAN 1118" IS PRESENT. (5)19`8x0.750 SHEET METAL SCREW ANCHORS MUST BE USED. (6)MAX. ALLOWABLE SPACING OF #8 SHEET METAL SCREWS, WITHIN V FROM EACH CORNER AND SPACED 18' O.C. MAX. THEREAFTER. (7) CAULK BEHIND FIN WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. (B) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO CONTROL GALVANIC CORROSION, (9) JAMB 1 SILL OORNERS AND ALLAMCHORS TO BE SEALED WLTH SMALL JOINY SEAM SEALANT. (W) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSON RESISTANT MATERIAL OR COATING. IAL 7R FICE CB SHEET METAL SCRFW NSTALLATION SCREW ANCHOR LK BETWEEN WINDOVI FLANGE 8 SCREEN ENCLOSURE REVISION /X % ICU TSTOM WINDOW SYST-MS, INC. c 11 m G�; IEWED) IO , 16th STREET r N k v IOCALAFLORIDA 34470 5 Is CITY Li IKLJ C"F SANFu'o%r%m NOTE: TWOTRACKSYSTEM SHOWN, THREE AND FOUR TRACK SYSTEMS HAVE StRILAR DETAILS. '"rLE'CUSTOMWINDOW SYSTEM'S AC2YLICGLAZED ALUMINUM SLIDING WINDBREAKER INSTALLATION INSTRUCTIONS I NTO ALUMINUM PORCH ENCLOSURE, INSIDE MOUNT ENGINEER: DRAY'"Y: MCL LAt`- 1F12V4 ' DISCIPLINE: SQSLE N.T.S. DkW—NOo S_CD1 FL_RED.NO- REV.LETTER. SHEET 5OF6 FENESTRATIONCONSIILnKGSERVICES 38TE MCNADST.• NORTH PCRT• FL- 34286 PH