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HomeMy WebLinkAboutPlot PlansCONTRACTOR: Treasure Coast Aluminum Products DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and AA ADM Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum Construction in High Wind Areas. 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 2. Ultimate Design Wind Speed: V-T = 140 MPH, Nominal Design Wind Speed: VASD = 108 MPH, as required by local jurisdiction. 3. Exposure Category, Section 1609.4.3: C 4. Screen Enclosure Section 2002.4 Foundation Design New 8" x 8" footing w/(1) #5 Cont. 31" overlap at joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 psf. Specifications The following specifications are applicable to this project: 1. 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 A 185 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. 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. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. 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". 4. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 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. -Screened enclosures containing swimming pools shall comply with the .applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 7. Screen material shall be 18/14 screen unless approved by Florida Aluminum Engineering, Inc. 8. Door location shall be determined by contractor in the field. 9. When installing pavers over concrete slab or footing which are supporting aluminum members, such as continuous screen tracks or upright, the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. All flashing and waterproofing shall be provided by the contractor. 11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. Roof Type Roof Type: HIPPED GABLE 2X4 SMB I IN �\ 2X5 X SMB X I 2X3X0.050 i °o A-4 2XDJ i in i 2XDJ 1X2 f� 10'-0" '.I 10'-0" 20'-0" L 0 1X2(TYP) �j N 0 'v I N(V) 2X2 tk ���°2(, NLn 2X2 N 2X2 I rr< C A-2 H-1 A-3 B A-2 V-13" 6'-8" 6'-S" 16" ALUMINUM KICKPLATE (TYPICAL) CC W W I.0 ti Z rn O W Z 1.0 J � � z aZ O °' vWI N Q w W J LL O O = a- � a zz� 2 (D .1qL Q UJ wa m z 0 Z aaw� LY (7 OZ$ LL W w J N a' W U CC w i2 W ZU WLLJ J WC7�co O z 0 co d �r-c� DRAWN BY TP DATE DRAWN 10/05/20 REVISION 0 z U z u c a S LL SHEET NO: A-1 ALUMINUM MEMBERS DBHNSIONS `, , I 1 r r ! HOLLOW SECTIONS 118" x 2" x 2" EXTRUDED KICK PLATE NOTES: 1. 0.024 ALUM ♦ \\ \ ♦♦ \\ !• / / � // // 2 X 2: 2" x 2" x 0.046" ANGLE 5052 H-32 ALLOY EA I I 2. SCREW ALL CORNERS �� V �' • • , ✓j/ // 2 x 3: 2" x 3" x 0.050" SIDE W/ (4) #14 x 3/4" SMS I 3. 1008 -120 B WIND ZONES • 2 x 4: 2" x 4" x 0.050" INTO UPRIGHT ° ° USE #8 x 5/8" SMS @ 12" O.C. 120 C 140 B WIND ZONES ` Q%•!V '•• 2 x 5: 2" x 5" x 0.050" BRICK PAVERS ® ° 4. - SMS 8" O , 1, V USE #8 x 5 @ _� a 2 W O OPEN BACK SECTIONS B ESD. 5. 140 C - 150 B WIND ZONES _ CO - 1 x 2: 1" x 2" x 0.040" BONDED TO CONCRETEL USE #8 x 5/8" SMS @ 6" O.C. 6. 150 C & ABOVE WIND ZONES - U (n : j O O 1 1 x 3: 1" x 3" x 0.045" USE #12 x 5/8" SMS @ 6" O.C. B.'• Z !4 7 RAIL �O• SNAP SECTIONS ®e 11k'MIN CONC a ;. , a -ANCHOR EMBED & BOTH SIDES � �/ '• • •�� 2 x 2 Snap: 2" x 2" x 0.045" 21/a• MIN CONC ; ' ' • a a 8. MAX KICK PLATE HT = 36" ///•••'•• , • 2 x 3 Snap: 2" x 3" x 0.050" ANCHOR EMBED.' o• .. a'• 4 2. 2" MIN EDGE DISTANCE FROM SLAB/FOOTING ° a •v tea. ", / �( // •• ! \\ P 2 x 4 Snap: 2" x 4" x 0.045" MIN o :. ,�' EXTERIOR OF COLUMN TO ''. 1� \\\♦ SEE PLAN a. < , �, . OUTSIDE EDGE OF SLAB 0/1, ) I \ \ \ SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SIDE VIEW 2 1/2" x 1 /8" x (GIRT OR PURLIN I I �. 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" WIDTH + 1/2" x BEAM DEPTH OR UPRIGHT DEPTH -112') I I W W W d. 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" ALUM BACKING PLATE Z en2 x 7 SMB: 2" x 7" x 0.05T'x 0.120" I 6063-T6 ALUMNINUM I I 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" (1) 3/8" DIA. CONCRETE Z 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" SCREW ANCHORS , 1-UPRIGHT LLJ Z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (21/4" CONC. EMBED) - - > - - d a MINIMUM FASTENER EDGE DISTANCE: 1/2" _ _ _ _ - " ®" m ` z° 0 (n MINIMUM FASTENER SPACING: 3/4" _ _ 1" x 2" BASE PLATE I (4) #10 x 1 1/2" SMs INTO Z ANCHORED TO CONC W/ 1/4" BRICK PAVERS CHAIR RAIL MEMBER SCREW BOSSES I I Ln Q V CONCRETE SCREW ANCHOR CONCRETE SCREW ANCHOR W 0 SIMPSONTITENHDORE EQUIVALENT Q (MIN.11/4"CONC.EMBED) 6" MAX EACH SIDE OF POST I I LL O SHEET METAL SCREWS (SMS): W AND 24" O.C. MAX IT\V / BUILDEX OR EQUIVALENT ° d SNAP OR SELF -MATING BEAM ONLY SLAB! FOOTING �• n a SEE PLAN V �z� n FRONT VIEW C PURLIN OR GIRT TO BEAM OR POST DETAIL . C m m o X 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL A-`2 SCALE: NTS �m = Z 01 � ^ JqzSCALE:NTS %�2" J oC -1 m m �t W maw wa ej Cos Lu Z W `_ F 0 z Q NOTE: O Z SEE CALL -OUT BELOW FOR # OF SCREWS. W w SCREWS SHOWN FOR ILLUSTRATIVE LL PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. FOR SLOPED BEAMS, MAINTAIN 518" SCREW SPACING 2" x PU RLINS ATTACHED TO FROM EDGE OF BEAM BEAM w/MIN (4) #10 x 1 1/2" SMS #14 SMS @ 1 1/4" O.C. 2 x 2" PURLIN - NOTCH BOTTOM (16 TOTAL) FLANGE TO OVERLAP UPRIGHT (5) #14 x 3/4" SMS 0.062"INTERNAL BACKING PLATE SMB-NOTCH FOR UPRIGHT BEAMS BUTT TOGETHER // 3l16" 5052-H32 GUSSET 2 x 2" x 1 /8" 5052 - H32 ANGLE EA SIDE OR TO ENGAGE ALL SCREWS 2" x 2" GIRT SECTION - ATTACHED TO BEAM w/ (4) 1 1/2" SMS 5/8" TYP 1'TYP / � � / � /� 2 x 2" x 0.062" 5052-H32 RECEIVING CHANNEL 2" x 2" EXTRUSION r ® '- - ' - J W U / r V x 2" OPEN BACK GIRT SECTION ATTACHEDTHRU UPRIGHTTO , / / / 1" x 2" x 0.044" OPEN BACK INTERNALLY I m U / / SCREW TO UPRIGHT (2) #10 x 1 #12 x LEG BEAM W1(2) #10 x 1 1/2" SMS & TO GIRT W/ #10 x 1 1/2" SMS 24!' C/C T W/ SMS & FASTEN TO EAVE RAIL I #10 x 1 1/2" SMS SPACED 6" FROMM E -EACH I EACH SIDE -SCREWS SHALL E ENGAGE BOTH PURLIN AND w b _ J _ UPRIGHT AND AT 24" O.C. I UPRIGHT F- (p W 0 0 (5) #14 x 3/4" SMS I I 2" x 2" x 0.090" ANGLE W/ (4) #14 x 3/4" SMS 5" 5' 5" 5" I NOTCH POST AS REQUIRED I I I Z M Q ch O J �' EACH FLANGE 8 $ FOR 2" x 2" EAVE RAIL a V- -4' I UPRIGHT DRAWN BY 5/8"TYP@EDGE- 1„ 1„ I I I TP 4" (MIN) UPRIGHT NOTES: I I DATE DRAWN 1. GUSSET DIMENSIONS ARE MINIMUM (2) vARIEs REQ'D - (1) EA SIDE OF BEAM - MAY BE 10/05/20 I INTERNAL OR EXTERNAL. REVISION 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 114" 1 Q C/C SPACING. - - 3. GUSSET LENGTHS REMAIN CONSTANT, UPRIGHT TO BEAM CONNECTION WIDTHS CHANGE TO MATCH BEAM SIZE. - A-2 SCALE: NTS E F UPRIGHT TO PURLIN CONNECTION DETAIL a _ SHEET NO: TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM -2 SCALE: NTS A _2 SCALE: NTS I A-2- "Z" 6" WIDE x 0.125" BRACKET NOTE: @ EACH BEAM ATTACHED TO (2) 3/8" DIA. x 4" LAG SCREWS FOR FASCIA W/ 3/8" x 3" LAGS (3 SPANS GREATER THAN 30'-0" [�� PER BRACKET) AND (1) 3/8" x 3" LAG 24" O.C. AT GUTTER _ ` •• Q� �!/ ••• �`, @ (1) 3/8" DIA. x 4" LAG — Co � LL 1Y 1" x 2" x 0.044" OPEN BACK SCREW INTO EXISTING OVERHANG FRAMING (i ; �Z � O J _ W/ (2) #10 x 2112" SMSTHRU OR RAFTER TAIL BEAM INTO SCREW BOSSES = (J)� •> Z cl (1) #10 x 1 1 /2" SMS 6' FROM BEAM AND 24" O.C. i •���` \ 1/8" S.S. CABLE , 01. / L' •p�0�`\`\ \ / 11/4"x55/8"x1/8" ALUM FLAT BAR ,'YY�.., �� / \ / + j j j 1 1 \ Fy 6063-TG ALUMINUM LLJ ly j MATING ELEMENT .a .a SLAB/FOOTER W a • ® MID DEPTH Z M • ® CONTRACTOR TO VERIFY a •� + +• +' � O ° 2" x 4" FASCIA - IF LESS a . " W W t0 Z THAN 2" x 4" FASCIA, 2" x 4" �5" a a 1 /8" x 2" x 2" x 2" ALUM SUB FASCIA SHALL BE 9 Y '. J Q Q ANGLE W/ (4) #14 x 3/4" SUPER PLACED OVER, LENGTHEN Z z SMS EACH FLANGE EACH GUTTER LAG SCREWS TO FULLY SIDE OF BEAM PENETRATE SUB FASCIA. IF OTHER FASCIA, ADD 2" x (2) 318" DIA. x 3" EMBED SLAB /FOOTING N tv% VN Q V 4" PT FASCIA w/ 1/2" LAG CONCRETE SCREW ANCHOR SEE PLAN (A cC ui C BOLTS - 1 112" INTO TRUSS LL J 0 2 1/8" x 1 1/8" x.062" (MIN.) TAILS - COUNTERSINK 0 ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING W/ MIN. (2) #12 x 3/4" SMS 1 /2" LAG SCREWS, O_ PRE -DRILL w/318" DRILL TO PREVENT SPLITTING. zz G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL H 1 CABLE CONNECTIONS AT FOUNDATION ` C9 H 5 `" to � � z A-3 SCALE: NTS = z V M a 3 c3 A_3 SCALE: NTS J J R � _] Q W �ea''^,� QWZ a O7✓ `� � Z ,. �f W FE V ~ O Z § J W �• LL 5052-H32 EXTERNAL RECEIVING CHANNEL FULL HT OF BRACE (9) #14 x 3/4" SMS W/ (2) #12 EACH FACE 118" PLATE ON 45° ANGLE 6053•T6 ALUMINUM �! WOOD: J J LLI I #10 x 3" WOOD SCREWS, 6" / I FROM GIRT & @ 12" O.C. 7 1/4" DIA. x 3" CONCRETE (3) # 12 SMS ° ° ° • / W U SCREW ANCHOR, 6" INTO EAVERAIL FROM GIRT & @ 24" D.C. / I (4) #10 x 1 1/2"INTO SCREW ° 0 Q� W Q co BOSS ROOF BRACING CONNECTION DETAIL ® Z j — , — EYE BOLT FOR CABLE TENSION / W J • — I Z M 5052-H32 EXTERNAL a- RECEIVING CHANNEL I O. � LL �2" x 2" OR 2" x 3" HOLLOW FULL HT OF BRACE W/ (2) #12 EACH FACE PERIMETER FRAMING I DRAWN BY I SECTION GIRT Tp ( �• I DATE DRAWN I I 1"x 2" V' I 10/05/20 (3) # 12 SMS REVISION INTO EAVE RAIL © C'l 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL H_2 CABLE CONNECTION AT CORNER _ A_3 SCALE: NTS n SCALE: TS A _3 SCALE: NTS SHEET NO: A -3 \���►liiil/// 2�U o • p co — . u, Q o GRADE Z W 0 �� \ (1) #5 CONT ON 3" $"--•i• Lu CHAIRS W W W p- 8"X8"RIBBON FOOTING Z' `M 0 Z W Z I= NOTES FOR ALL FOUNDATION TYPES: .J < Q Z 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING Z d z Lu PRESSURE OF 1,500 PSF, 0 M 2. THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND N Q W COMPACTED PRIOR TO PLACEMENT OF CONC. N C L.)3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. LLJ ILL.G J 4. FIBERMESH MAY BE USED IN LIEU FOR WELDED WIRE MESH. 0 0 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR = NON -HABITABLE CONCRETE FLAT WORK F— a00 � U o A CONTINUOUS FOOTING Z SCALE: NTS A-4 z m mmoto o ,,nn`n V -2N NN V 0 Z m Q w Z 6 i d w Z G( w ���� Q 1/8" x 2" x 2" EXTRUDED I 1" x 2" O.B. FASTENED TO CORNER ANGLE 5052 H•32 ALLOY POST W! #12 x 1 1!2" SMS AT 6" FROM o w ino W/ (4) #14 x 3/4" SMS TOP & BOTTOM RAILS. TYPICALLY @ INTO DJ o ® I 24" O.C. I o � i 1/8" x 2" x 2" EXTRUDED ANGLE 5052 BRICK PAVERS CORNER POST I I I H-32 ALLOY EA CORNER WI (2) #14 x 2" SMS INTO POST & (1) 3/8" DIA. BONDED TO I E" CONCRETE SCREW ANCHOR INTO CONCRETE II CONCRETE I fl — (2) #10 x 1 1/2" SMS a THRU SCREW BOSSES d. 0 2 1/4" MIN e a SLAB I FOOTING " ° o a ° CONC J ANCHOR SEE PLAN d, K. d EMBEDMENT ;.4 'v 21/4"MINCONC SLAB FOOTING p . 'ANCHOR EMBEDMENT W U Wr SIDE VIEW ° ° SEE PLANLLI Q W (4) #14 x 3/4" SMS SIDE VIEW Q m U INTO DJ 2 CORNER POST W! 1"x 2" @ W J (1) 3/8" DIA. CONCRETE UPRIGHT (4) #14 x 3/4" SMS BACKSIDE W w SCREW ANCHORS (2 1/4" CONC. EMBED) I PRE -HUNG INTO POST I I 3/8" LENGTH AS REQUIRED O z o DOORJAMB x FOR 21/4" EMBED CONCRETE co cl)j Q co O _I iL 1"x 2" BASE PLATE j SCREWANCHOR INTO I CONCRETE 2 f- O_ LL DRAWN BY _ _ _ _ -__ _ " ANCHORED TO CONC W/ 1/4" CONCRETE SCREW ANCHOR 1 x 2" BASE PLATE _ ANCHORED TO CONC W/ 1/4" - - - TP CONCRETE SCREW ANCHOR DATE DRAWN 6" MAX EACH SIDE OF POST (MIN. 1 1/4" EMBED) AND 24" O.C. MAX +4' 6" MAX EACH SIDE OF POST 10/05/20 s ° AND24"o.cMAxREVISION do FRONT VIEW d © - FRONT VIEW DJ-1 UPRIGHT TO CONCRETE W/ PAVERS 4 _ SHEET NO: A-4 PRE -HUNG DOOR LOCATION DETAIL CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL SCALE: NTS A-4 SCALE: NTS A- c cc. 3 z