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HomeMy WebLinkAboutWind Speed & ExposureCONTRACTOR: TRI-COUNTY A.'- N M• INC. 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., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010_ 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category L 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vanr =150 MPH, VAsD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure B 4. Building Category for Aluminum Structures, Paragraph 2002.6: Category TYPE 1 - Screen Room / Patio Cover: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 12" 0.032" Town & Country Industries Riser Panel, Florida Product Approval Number FL 17638 Foundation Design Existing concrete: No additional concrete footing or+slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. 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 20/20 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 be stitched with either #14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 6. Door location shall be determined by contractor in the field 7. 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 iL 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 A* 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 hatching 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 f. 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. 8. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following. a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with £s. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from PT lumber by 304 felt paper, 10 mil polyethylene sheet or equivalent material. 9. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to alum members and specific sizes as indicated on A-1. 10. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 11. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4 12. All flashing and weatherproofing shall be provided by the contractor. 13. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AM7- POSURE HAVE BEEN DETERMIP , , JSING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. *--10-0' CONCEALED FASTEN ERS OR ATTACHMENT ARE THE RESPONSIBILITY OF THE 0ONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT: MAY OE s jCO PKf Ififf I U A PLICA 7 CODESar. File Copy * 110-1 - U510 07. LITC-7 f`r?,,£j�''�v �TJ o +� .�.TR,: ^ y' �i F, i_ slN DATE t PLAINS "n.tND PEMMUT HOST BE KEPT ON, dOE OR NO V SPECTION WILL RE Y-1- rD. E. A-3 -(#� . O I io 0 0 I o fO I TH WALL 1 ' POST090 POST (TYP) WB 2XSSMB 2X8sM 2x8SM8 47H WALL 2X8SM8 END BEAM CROSS CROSS CROSS BEAM BEAM 2X5SMB BEAM RFAU 3'X12'XO.032 2X3XO.045 RISER PAN .2X3XUA45 END BEAM END BEAM 2X3XO.O50 2X5SM8 - - e_3 EDGE BEAM EDGE BEAM 16'-7' 6' 3'ArXO.032' - RISER PAN A-3 3X3XO.090 POST 3X3XO.090 POST 3X3XO.090 posr 2X3 KNEE e BRACE (TYP) 3X3XO.090 3X3XO.D90 POST' POST 01 to '0 3X3X0.D90 POST (2)RT it 1X3 (TYP) A-2 A-2 A-2 5'-6r 9'-84 0 I iV 0 I II`-101-T - t *--- 10'-O' \�1111iiill//// ��^�� Q. Nam. Z �c� O ,moo• � •�, PROFESI6IJAL SEAL \N ui OV ui d W d FF = Qe wg LL � Za 0. cc W Q W LLLI N Z Z W CQC W W Z G Z W U O w Z L J = J W t; H � C J ~ c J � J Vr iE O Zo I--. Z m o m t/i � rii m g g Q W W 9 T J OLU c4 c, 8 p p Q N N Z L 0 Z i� (A W '", U - LL t/9 N W 0 Q U W Q W F- ("rn Lu ap 0 -J d WrtLtr- DRAWN BY TP DATE DRAWN 06/02/17 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DIME" 1T HOLLOW SECTIONS `f 2 x 2: 2" x 2" x 0.046" 2 x 3: 2" x 3" x 0.050" 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 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) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2x7SMB: 2"xT'x0.05T'x0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" CONCRETE SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT (2) 3/8" DIA CONCRETE SCREW ANCHORS (3" CONC. EMBED) 1" x W OB W/ 1/4" CONCRETE SCREWANCHORW FROM UPRIGHT & @ 24" O.C. (MIN. W EMBED.) 3" x 3" x 0.090" INTERNALIEXTERNAL 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3/8" DIA. THRU BOLTS 0 13" x 3" POST TO CONCRETE CONNECTION DETAIL A SCALE: NTS 1 i 1/8"x2"x2"EXTRUDED 1 ANGLE 5052 H-32 ALLOY i • • (4) #14 x 3/4" SMS • • INTO DJ q ,• a 'td. .a• 2114' MIN CONC ' SLAB / FOOTING g + a , , , ANCHOR EMBEDMENT SEE PLAN : fi ° a + 'd (1) 3/8" DIA CONCRETE SCREWANCHORS (21/4" CONC. EMBED) 1 " x W BASE PLATE ° ANCHORED TO CONC W/ 1/4" CONCRETE SCREWANCHOR a + a (MIN.11/4"EMBED) V. MAX EACH SIDE OF POST AND 24" O.C. MAX 8 v' FRONT VIEW DJ-1 UPRIGHT TO CONCRETE PRE -HUNG A_2 DOOR LOCATION DETAIL SCALE: NTS 1 •� o W v l O<Oi• �t�� E:2= =N. Z �Z:0 _3"x3"x0.0W /IlI pR \\\�. 1110\0 . (2) 3/8" DIA CONCRETE I SCREWANCHORS I I (3" CONC. EMBED) INTERNAL/EXTERNAL I I POST BASER)D DIA. THRU BOLTS V i B_1 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS CHAIR RAIL MEMBER 1" x 1"x 1/8" ANGLE W/ (2) #14 x 5/8" EACH FLANGE EACH SIDE OF UPRIGHT Wx3"x0.00' POST C CHAIR RAIL TO POST CONNECTION DETAIL A-� SCALE: NTS ❑ ❑ ui O W d W a Q �o ccv 0 < .cc aW W• ISO �LLI L Z W W > h LLJ Wu Ca G z Ou_ Z :3 x� W VI d I LL rii Z • .� 0 J = J � Z oK a Zm So S (-i1 m o 0 Q cp W 0 w E.d', NN!zn Z U L. = i= U m Q N N J Z Z (s5 N W �ui-'1� O � ti N WCf W Z 0 :5 W I- Lu U ZJI—N Lo 0 0 � 0 U)zw, WQO� G W Lo D- U_ DRAWN BY TP DATE DRAWN 06/02/17 REVISION 1 - n _ SHEET NO: A-2 \ V.•••• •• i NEOPRENE FACED t� \ •� '.��,` 3" RISER PANEL WASHER 4''O.C.�+© = • ,i W m Ll.. #14 x 3/4" SMS W/ ) W NEOPRENEFACED M Q _ J - WASHER @ 4" O.C. , N�'. 1 Q O : Z = v Z • #14 x 3/4" SMS W! NEOPRENE FACED 3" x 12" RISER i PAN PANEL `fiO �O` (/) i • WASHER @ 4" O.C. i �j .•! \ •�`V 2 x6; • • �� 2" x W x 0.050" TOP RAIL - 1 =RISER,• /////� P�O\\\\\ NO ANGLE REQU[RED UNLESS SPLICED OR i • i� -- - // 1 1 1 1 1 1 � 10 CORNER -ATTACH w/LG • #10x4"�� I PROFE SIONAL SEAL �E • PAN PANEL (� • '� .- 11/2"x21/8"x11/2"x1/8"x • UPRIGHT 8" LONG ALUM RECEIVING 3/8"DIA.THRUBOLTS• i i I • ❑ I CHANNEL W/ (7) #14 x 3/4" (4) TOTAL SM9 i 2" x 6" SMB INTO THE UPRIGHT AND • • END BEAM (7) #14 x 3"' SMS INTO EACI 2" x S' SMB • I 133 • 0 LLI d SIDE OF BEAM Ld 2" x W x 0.050" TOP • t• W a RAIL w/ (4) #10 x 4" 3" x 3" x 0.090" SMS INTO POST POST � 2" x 5"SMB O Cq7 Z � i 2" x 2" x 3" LG x 1/8"ANGLE — 2" x 2" x 3" LG _ _ — x 1/8" ANGLE 1 112" x 21/8" x 1 1/2" x 8" x 0.062"ALUM 3" x 3" x 0.090" 1 1/2" x 21/8" x1 1 /2" x 6" x 0.062"ALUM cc ¢ w Q w U m m RECEIVING CHANNEL W/ (7) POST RECEIVING CHANNEL W/ (5) W c� d #14 x 314" SMS EACH SIDE OF #14 x 3/4" SMS EACH SIDE OF W - BEAM & (4) 3/8" DIA. THRU BOLTS BEAM & (3) 3/8" DIA THRU BOLTS Z Z N ,zW„ u l 2 z INTO POST INTO POST z w (4) #10 x 3/4" (4) #10 x 3/4" Z � _ � SMS INTO SMS INTO W j LL LL SCREW BOSSES E SCREW BOSSES (2) INTO TOP RAIL I (2) INTO TOP RAIL (2) INTO POST ! (2) INTO POST 1 S_2 S-� ISER PAN ROOF TO POST CONNECTION RISER PANEL TO CORNER POST CONNECTION CONNECTION AT CORNER CONNECTION AT SPLICE SCALE: NTS A-3 SCALE: NTS A-3 0 S X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT ? J A-3 SCALE: NTS J � _ a zooUJI R V) � I„Moo Z OLLi �zNN J Z C7 �3^^ o u� o V) Mu.0 #14 x 3/4" SMS W/ W NEOPRENEFACED / WASHER @ 4" O.C. R NEOPRENEFACED, FLASHING `PAN1PANEL WASHER @ 4" O.C. #14 x 3/4" SMS W/ FLASHING / NEOPRENEFACED 3" RISER PANEL WASHER @ 4" O.C. 2" x 3"TOP RAIL w/ (4) #10 x 4" SMS 3" RISER PANEL INTO POST • 2"x2"x3"LG W x 118" ANGLE - - - Lu U I - _ _ _ _ • I • • Q Z � LIJ —` "-' ' I (4) #10 x 3/4" � • EXISTING ,,..._ -- -- --- • • SMS INTO Q Q U 2"x8"SMB • BUILDING /I • EXISTING I BUILDING (( i SCREW BOSSES —" (2) INTO TOP RAIL Lu F0 J Z J f- N CROSS/ END • I 2" x 6" SMB • 1 (2) INTO POST W W fl) trn BEAM E I END BEAM 2" x 5" PB p • I • I fAZ�m • i • I I I 1 1/8" x 2" x 1 1/8" x 5" x 0.06Z' ALUM RECEIVING CHANNEL w W Q Q J W L7 D_ LL • _ W/ (4) #14 x 3/4" SMS INTO DRAWN BY -- - -- I EACH SIDE OF BEAM & (4) € I 11/2"x21/8"x11/2"xWx0.062" 3 1 #14 x 1" SMS INTO CORNER POST 1 42" x 21/8" xl 1/2" x 0.062" i j ALUM RECEIVING CHANNEL W/ (3) #12 x 3/4" SMS EACH I 2" x 5" SMB 1 I DATE DRAWN ALUM RECEIVING CHANNEL _ _ W/ (7) #12 x 3/4" SMS EACH SIDE OF BEAM & (2) 3/8" DIA I 06/02/17 SIDE OF BEAM & (4) 3/8" DIA. 2" x 5" SMB THRU BOLTS INTO THE POST I 3" x 3" POST REVISION THRU BOLTS INTO THE POST _ _ 3" x 3" x 0.099' 1 _ POST _ z S-3 ISER PANEL TO CORNER POST 4TH WALL DETAIL S-5 RISER PANEL ROOF TO POST CONNECTION SCALE: NTS A-3 S-4 ISER PANEL TO CORNER POST 4TH WALL DETAIL A-3 SCALE: NTS Q A-3 SCALE: NTS SHEET NO: I . I I A-3--i ce) u- coo ww Lu0 U L) D. c I - 0 0, 0 UL PROFIIAWAL� 3" RISER PAN ROOF PANELN SELF -MATING BEAM-\ 11/2" x 2 118" x 11/2" x 0.062" BEAM DEPTH CHANNEL W/ -- — — — — —I i I I (4) #14 x 3/4" SMS INTO BEAM EACH SIDE & 3" x 3" x 0.090' (4) #14 x 3/4" SMS INTO =12 POST CARRY BEAM _ 2" S'SMB Z' x 5" SMB IT • L x S'SMB • I 112"x 2 118" x I IrZZ'x S' 112'x 21/8" x I 10x 6' Ni RECEIVING CHANNEL I RECEIVING CHANNEL 2 3CE " I\\—UPRIGHT W/ (4) #12 x 3/4" SMS EACH W/ (4) #12 x 3/4" SMS EACH KNEEBRACE i SIDE INTO UPRIGHT & (2) 3/8" SIDE INTO UPRIGHT& (2) 3/8" i DIA. THRU BOLTS DIA. THRU BOLTS INTO POST INTO POST 1 112. x 2 1/9'x 1 IIZ'x 0.067'x 2" LONG ALUM I § RECEIVING CHANNEL W/ (3) Z' X S" SMB CROSS BEAM #12 x 3/4" SMS EA. FACE & OR (3) #12 x 3/4" INTO POST Z'X G'SMB END BEAM rS--7'MULTIPLE BEAMS TO POST CONNECTION �-4 SCALE: NTS ('S-�6KNEE INT BEAM TO CROSS I END BEAM ATTACHMENT BRACE CONNECTION DETAIL SCALE: NTS �-4 SCALE: NTS - El El ILL a cc 0 ui u 93. Lq L LLJ CL 2 cc LL. E a LL z o L cr z co Q m LL LLI LLI z z z W < Lu zw > C) LLI U u z Lu c L; rt LL c 2 c —J f n CL — 00 LL Z C) v o co S S 93 Lu T cp w W LLJ mm LL 0 W u u z cc 0 sc, :D z (95 ia� Ln LLI M 0 P - 6i Ln UJI z o :5 w < w C-4 Lu LLI2 Co Lf) ol 0 cnzw ' LU < 0 j of Lo a- LL DRAWN BY TP DATE DRAWN 06/02/17 SHEEP NO: A-4 He Copy t