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HomeMy WebLinkAboutWind Speed & ExpossureCONTRACTOR: East Coast Aluminum Pr^ ,­s,: lnc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category L. 2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VuLT =150 MPH, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1- Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.0 density foam, Florida Product Approval Number FL 7561-R3. Existing concrete. No additional concrete footing or slab is required to resist the loads imnosed unon the existin¢ slab by the nronosed construction if the existine Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any other applicable local codes and regulations. - -- — - - - 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20120 Better View. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400". — 5_All Self Mating Beam-Sections-are-to-bestitched-with-either#L4screws-6"From_ ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 6. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/-1% - ASTM C 260 iv.Water reducing agent - ASTM C .494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric -ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. E Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor -barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPE'; ND EXPOSURE HAVE BEEN DET' , INED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOGGLE EARTH. ATTACH FASCIA w n- 0 Z m 3"X48"X0.024" ~ 1.0 DENSITY FOAM Q o COMPOSITE PANEL Z W_ 3X2X0.05OPB a . EDGE BEAM A-3 16'-0" COMPOSITE PANEL A, ..... I"N' C ; u- ¢• W n.• Q o• Z - o u~i O i��0 • l��Gj \ T I' ESE PLANS AIND ALL PROPOSED WORIt 'PROFdds4d4A isUL\ \"%\\ ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE MEi�EMARY iN ORDEI � TO : r PI V WrfH 1.L APPLIOA tz' O®DESe_ 0 I � O I leg- N S T. 1rTC .E COuyT. Y BUILD O DIVISION R-Eymp� TD FOR ©�r;PLLAICE REVIL�,1,,DB'� DATE Viblil' PLAINS A1N-DPEA T NFJST BE KEPT ON J0B 01: NO WISPECTION WILL BE YIADE. File Copy C' -AL@ FAST- N6 S OR ATTACHMT Ott, ARE THE RESPONSIHILRTY OF THE CONTRACTOR OF RECORD M ❑ LEI CC ai OV ,,; d W d r CC ce p cc:.. C) a m W N� Z Z W Q W LU " 2 Z W7 O7 W VILL 1-LL ZC `j o Q W -_J-PT g OW � " eNn N z U Z �aNN Z q 0 c 6i tN - W LL, 0 Q Q Z W O it ,a I-Uw(3) O 0a0_M CD M a>C�u_ DRAWN BY TP 07/27/17 REVISION SHEET NO: A-1 L• it a L ALUMNUM MEMBERS DEMNSY HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3:2"x3"x0.050" 2 x 4: 2" x 4" x 0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1 x 2: 1" x 2" x 0.040" 1 x3: 1"x3"x0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2x4SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2x6SM3: 2" x 6" x 0.050" x 0. 120" 2x7SMB: 2" x T'x 0.05T'x 0. 120" 2 x 8 SUB: 2" x 8" x 0.072" x 0.124" 2 x9 SMB: 2"x9"x0.072"x0.124" 2 x 10 SMB: 2". x 10" x 0.092" x 0.398" IvIINBIUM FASTENER EDGE DISTANCE:1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT SHEET METAL SCREWS (SMS): ITW / BUILDEX OR EQUIVALENT ►►Ilrrr/!/� ��� • • • • • �/J i 1/8" x 2" x 2" EXTRUDED KICK PLATE NOTE_:-� ��� �• ' ANGLE 5052 H32 ALLOY EA 1. 0.024 ALUM , v` `, i SIDE W/ (2) #14 x 3/4"SMS INTO UPRIGHT • • 2. 3. SCREW ALL CORNERS 100 B -120 B WIND ZONES = • �, v O . USE #8x518"SMS@12"O.C. = Q: p 1 Q LLI 0 4. 120 C -140 B WIND ZONES ' .- r o ; Z °' USE #8x518"EMS @B"O.C. = a; Q �, O 1 N O m• .. ,• • 1 V4•MIt1CONcC,a ANbz EMBEDMENT, 5. 140 C -150 B WIND ZONES USE #8 x 518" SMS @ 6" O.C. i (Ji •• (/� • ' as a. d '4` 'd' `: • 6. 150 C & ABOVE WIND ZONES USE #12x5/8"SMS@6'O.C. \ •� 's° 7. SCREW GIRT, BOTTOM RAIL/�••••••, OLi '• .... •' a.• n.• : s°.•''b.,'e t &BOTH SIDES KICK PLATE HT = 36 • F///• O \\� P ` • . ° : d 8. MAX / \\\ SLAB FOOTING e '• 4 8 v ', a• I I OPTION 2: / / r I' SEE PLAN ° e _ ••'a .° 4' I I 0.040"x1118"x2'x11/9' INTERNAL OR EXTERNAL PROFE SIONAL SEAL I SIDE VIEW OPTION 1: 2"x2"x1l8"ALUMANGLE W/ (3) #10 x 314" INTO E W/ (4) #10 x 518" EACH SIDE fALUMRECENINGCHANNEL GIRT EACH FACE & (3) #10 314' INTO UPRIGHT x Q (2) 3/8" DIA. CONCRETE Ld IS SCREW ANCHORS I I UPRIGHT La a (21/4" CONC. EMBED) - - - - - - - - W d Q W a I (D 4 - - CHAIR RAIL MEMBER I I u- OC 1" x 2" BASE PLATE - -a 2X PATIO I I � m Q m i 11-NIINloRNC rl ANCHORED TO CONC W/ 1!4" v'" CONCRETE SCREWANCHOR EXTRUSION I I W W z O. Z EMBEDMENT , d ;, (MIN. 1 1/4" EMBED) 4 'Q '. 'V ••� Z Z W w W 2 2114• MIN CONC nNceoa • . a 6" MAX EACH SIDE OF POST < m • a• c' AND 24" O.C. MAX I I z z wu EMBEDMENT •• Z y�j d _ W �G' II. - SLAB /FOOTING • • 4 • `� • • .• • d, �• : a � ', m . • ' a SEE PLAN FRONT VIEW Z C U B 2" x 3" OR LARGER UPRIGHT TO CONCRETE DETAIL PURLIN OR GIRT SO SEAM OR POST DETAIL A-2 SCALE: NTS A-2 J C7 a Q Z C a L Z n ep r � m Lu en in O F "i n Z C73-^-= o 1 /8" x 2" x 2" EXTRUDED ANGLE 5052 H32 ALLOY • • (4) #14 x 3/4'SMS Z c N W '.3 u LL • • INTO DJ _ - - - - I A4 m • - . SLAB / FOOTING 2114'MIN CONC s ' • y • , ANCHOR EMBEDMENT WOOD: SEE PLAN #10 x 3" WOOD SCREWS, 9' .a FROM GIRT & @ 12" O.C. ° a • • a.' •.a N CONC:. ° 'LLJ °" m LU IN' DIA. x 3" CONCRETE.. SCREW ANCHOR, 6". FROM GIRT & @ 24" O.C. SIDE VIEW Q Q Q Z (4) #10 x 1 1/2" INTO LLI SCREW BOSS - - - (1) 3/8" DIA. CONCRETE W O��n -11 H L) W rn SCREWANCHORS I UPRIGHT O Ur N a CA I (21/4" CONC. EMBED) I PRE -HUNG fY o � I- J DOORJAMB d i (0 LL. LL. DRAWN BY 2"x2"OR2"X3"HOLLOWTP SECTION GIRTG DATE DRAWN 1"x2"BASEPLATE1"x2" ANCHORED TO CONC W/ 1N' J a :° a. 07�2%��% CONCRETE SCREWANCHOR I " '• m ' • _ •"e ' REVISION (MIN. 1 1/4"EMBED) 6"MAX EACH SIDE OF POSTAND 24" O.C. MAX' m '.. '••. C-i FRONT VIEW 1X2 TO HOST STRUCTURE DETAIL SHEET NO: A-2 SCALE: NTS DT UPRIGHT TO CONCRETE PRE -HUNG A_2 DOOR LOCATION DETAIL A-2 SCALE: NTS E-GUTTER W/ #2 @12" O.C. TOP & BOT. (3 PER PANEL) (2) 1/4" THRU BC #14 x 4 7/S"SMS W/ 1 1/2" DIA. NEOPRENE FACED WASHER @ 6" O.C. COMPOSITE )OF PANEL 1" x V x 1 /&' ALUM •ANGLE W/ (3) #12 x 3/4" SMS EACH SIDE Z' x 2" x 0.050" UPRIGHT OR POST -SEE SHT FOR ADD'L MEMEBER INFO. S COMPOSITE ROOF TO POST CONNECTION A-3 SCALE: NTS V1 File Copy FLASHING - INSTALL UNDER EXISTING DRIP EDGE S-1 COMPOSITE PANEL TO FASCIA DETAIL A-3 SCALE: NTS 1112"x21/81x11/2"x ALUM RECEIVING W/ (4) #12 x 3/4" SIDE II {Ilfl1/1` \`�%1 0 'c LLI o✓ : Nam•. 0= 'ram; / • `�� Jill PROFE SIONAL SEAL EXISTING ALUMINUM FRAMING #14 x 1 1/2" SMS &_2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-3 SCALE: NTS Q ❑ Iq IY Lu OV Lu d W d CC e h LL (DI O W cla Q W W i d N Z z W Q W z W 2 '^ z W 7 u I` C ZUo Z c" N � riim25� cg �t Q m W O Z �Lnm V u Z 0 CA W ','I u H u .c 9 Vf Vf W W Q Z_ W U' U F-Uwrn N M cc a.O ((DD LLLL ILL DRAWN BY TP DATE DRAWN 07/27/17 REVISION SHEET NO: A-3