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HomeMy WebLinkAboutPLANSCONTRACTOR: Blue Coast A-, "num 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 Shuctures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 740. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 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: Vu.T =150 MPH, VASD =116 MPH 3. Exposure Category, Paragraph 1609.4.3: C 4. Screen Roof Enclosure Table 2002A Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon theexisting 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. 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 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. 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. 2. Aluminum extrusions shall be 6005 T5 Alloy 3. Fasteners are required to be corrosion resistant,, minimum SAE Grade 2 4.-All Self Mating -Beam Secflonseare-to be stitched with either 414'screws. -6" from ends and 24" center to -center or#12 screws 6" from ends and 12" center to center. 5. Screened enclosures containing swimming pools shall comply with the applicable requirements of FBC R4501.17 Residential Swimming Barrier requirements. 6. Screen material shall be 18/14 screen. unless approved by Suncoast Aluminum Engineering, LLC. 7. Door location shall be determined by contractor in the field. S. 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. 9. All flashing and waterproofing shall be provided by the contractor. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. RoofTvpe Roof Type: MANSARD WIND SPEEDj' EXPOSURE HAVE BEEN DETER , �'.D USING TBE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 25'-6" +" LO 2X2 / i 0 � 4•.J •,4: rn 2X4 d SMB a io I r r .:'. '0'_.,.: i4 I. I I- r I 83 N A-3 } X f'U. 2X4 �. SMB �. •'�F... v X � v ;,y• I ` 1 X3 ---�Ik 4'-0" 4'-0" SCANNED BY St. Lucie Count\ CONCEALED PASTENERS ORATTAONmENrR AMR' PESPONSIBILRY OF THE MOM* OFRECORD 0 I i7 W w W z ui a w Q ; Q ¢ � z ON 0 �z w rn zLU �— LL ; 0 FW- o ZU� J = J � J � F- Z g z' aL 0 W NN U /za�� z z VI W'^ut=LL THESE PLANS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY COf A8cTI0NS REQUIRED BY FIELD INSP&CMRS THAT MAY BE NEC2%A%Y IN OADE!Iq TO COMPLY WITH ALL APPLICABLE CODES,LU �Z7 ___X N� __ �_ NM XM M O zavo F- -, rn Ld Od m t7 I �0li IIII 00DRAWN SCIE DAAG TE DRAWI BUILDING DIVISION 10/15/15 REVIEWED REVISION A-2 A-3 FOR COMPLIAN Qi _ REVIEWS BY © _ DATE '.gO PLANS AND PERMIf SHEET NO: 6'-4" 6'-5" 6'-5" 6'-4" MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE A 1 r ALUMINUM MEM 3ERS DDI'IEL 'i:VS HOLLOW SECTIONS 2 X2: 2"x2"x0.046' 2 x3: 2"x4"X 0.050" t/6 x 2'x T EXTRUDED ANGLE W52 H-M ALLOY EA SIDEW/ 4 #14x3�4"SMS OINTO UPRIGHT UPRIGHT `\\`���� �\ +' !� - 1\A��J.y y FILt , •• •, •4• 2x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" ` %o Q;� I - �¢ OPEN BACK SECTTONS _ Z C7 1 x 2: 1" x 2" x 0.040" • • ' 1 x3: 1-x3"x 0.045" 1"x T O.B. BASE PLATE-TYP ; 0 SNAP SECTIONS .a °... ' n' ` ' . lnucrtoaiuemu xr ii V� . • • `/J` 2x2 Snap: 2"x2"x0.045" 2" ' • Sd MIN EDGE DISTANCE FROM 2 x3 Snap: 2"x3"x0.050" 'MIN`+. EXTERIOR OF COLUMN TO /l l�\ 111I 2x4Smp: 2"x4"x0.045" SLAB/FOOTING <•y-• OUTSIDE EDGE OF SLAB I1ll SEE PLAN PROFE SSIONAL SEAL SELF MATING (SMB) SIDE VIEW 2X4SMB: 2"x4"x0.044"x0.100' K 2 x 5SMB: 2"x5"xD050"x0.100' I I W l 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" Z W 2x7SMB: 2"x7x0.057"x0.120" (1)3/8"DIA CONCRETE C7 t1 2 X8 SNM: 2"X8"X0.072"x 0.124" SCREWANCHORS I I (4)#14x3/4''SMS Z Q 2 x9 SMB: 2"X9"x 0.072"x 0.124" (2IM-CONC. EMBED) INTO UPRIGHT — —_ e = llJ m (IJ o 2x 10 SMS: 2"x 10"x0.092"x 0.398" Q MINIMUM FASTENER EDGE DISTANCE: 12" — — — — — — — — — Z O h O MINDA M FASTENER SPACING: 3/4" (a) #1n x 1 1/2" sms INTO w Y ,4 �. SCREW BOSSES CHAIR RAIL MEMBER I I (I to Z CONCRETE SCREW ANCHOR: ° x p ', 7"x z' BASE PLATE ANCHORED TO ° " CONC W/ 1/4" CONCRETE SCREW I RT U JI ¢ LILO SIMPSON TITEN HD OR EQUIVALENT S„ 4 ANCHOR(MIN. t 1W EMBED) •. W SHEET METAL SCREWS (SMS): SLAB / FOOTING �: d 6" MAX EACH SIDE OF POSTAND IL° I-- O ITW / BUILDEX OR EQUIVALENT ° SEE PLAN • • n°' . 24" O.C. MAX I 4- t/1 LL FRONT V IEW SNAP OR SELFMATING BEAM ONLY B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL C PURLIN OR GIRT TO BEAM OR POST DETAIL CC G SCALE: NTS A-2 A-2 SCALE: NTS m a ZUo 5 THESE PLANS al ? ARE SUBJECT TO ANY CORRECTIONS a Ino A REOUIRM BY MELD INSp&CTORS THAT s Ln � m e o RAY B�Ep NECENA'RY IN 0 TO Q W W (t4LICE SMS AT EACH SIDE OF 3/i6" 5052-H32 GUSSET SPLICE AND EACH SIDE OF C01PLY WITH ALL APPLICABLE u z � (..) (6) #14 SMS SCREWS FOR - BEAM -CODES. Z (O c ¢ �•-, ^� n o BEAMS 2" x 8" OR SMALLER PURLIN =) Z 2"x SMB BEAM .. USE(8)#14 SMS SCREWS 2"x PURLINSATTACHEDTO (A W "'7u F"�. ,. NOTCHED OVER UPRIGHT FOR 2"x 9"BEAMS EA SIDE BEAM W/MIN(4)#10x 11R"SMS (SEE A-1 FOR SIZE) PLACE WASHER UNDER SCREW FLAT BAR IN GUSSET CORNER 1"x4'END CAP ��� f �I l,� � / 2"x3"EXTRUSION TO • • • p N ice/ 2" x EAVE RAIL INTERNALLY SCREWED THRU BEAM f!h jl i� h ./� / / l / +/" /'` '�,' EAVE RAIL #0x 4ED () SMS 2"X2"xltl6STRAP N W U1 W/ (3) #10 x 1 1R° J i �. J� 4/.�/ l 4 1" x 2" OPEN BACK F. OPTIONt 11/4,•_TYP / /', / �\ :EXTRUSION W/#10x11�— 314 ER a �•U _ EACH EMB _ �24"O.C_ I EACH MEMBER t"XFASTENTO EAVE'RAIL -WL#10x:1.1/2 -6FROM — — _ _ ltMA)C �— -_ UPRIGHT&24 OC ° • --F OPTION 2: -l•✓%' / �-]" / �// �/ yi f y 1 all NOTCH POSTAS REQUIRED I I Z W 1"x2"SNAPATTACHED • • �® I "W'1 TO3"x3"MALE SNAP i O NO SCREWS NEEDED ITx 10" ray / 2"x_SMB UPRIGHT n Cc LU M Q —11"MAX Tx I I 4. m M LL LL CREWS/EA EACH FACE / DRAWN BY FRIGHT AG OR LARGER 1.O GUSSET DIMENSIONS ARE MINIMUM (2) DATE TEDRAWN REQ'D-(1) EA SIDE OF BEAM -MAYBE INTERNAL OR EXTERNAL 2 AS BEAM SIZE CHANGES, ADD OR REVISION SUBTRACT SCREWS TO MAINTAIN 1" C/C SPACING. Q _ 3. GUSSET LENGTHS REMAIN CONSTANT, - r NADIRS CHANGE TO MATCH BEAM SIZE.© UPRIGHT TO BEAM CONNECTION �\ SHEET NO: A-2 SCALE.NTS E / r• SLOPED PURLIN CONNECTION DETAIL TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL -RIGID MEDIUM A-2 SCALE: Nis � ^ 2 A-2 NOTE (2)3l8"DA x4"LAG SCREWS FOR 6"WIDE x 0.125"R" BRACKET @ EACH BEAM ATTACHED TO \\ SPANS GREATER THAN 39-W 1"x Yx 0.044" OPEN BACK THRU PER BRACKET) AND(1) 3I8" x 3'��[,'J\W/(2)#tOx21rz"SMS LAG@1Y O.C. AT GUTTER- FILE VyFl��tq]p ix BEAM INTO SCREW BOSSES (}Q�� (1)3W x 4'LAG SCREWS `'• 15"xYxYxYALUM W/4 #12x 3/4" (I AT EACH EXISTING RAFTER/OVERHANG � O: �[/ANGLE y� �; Z SMSINTOBEAMB(3) #14x 112°SMS THRU _— I"x Q OW Z*� INTO GUTTER BRACE "\ EACH SIDE OF BEAM ., ' ;A \ ...........J\ a * s • CONCRETE: 7�' EXISTING PR6€ `\� 1/4"x 219'CONCRETE - I HOST SCREWANCHOR, WALL MATING • • 6"FROM END &@24"O.C. W ELEMENT • • CONTRACTOR TO VERIFY Yx 4" WOOD: o z W e e FASCIA -IF LESS THAN Y x4" 1/4"x21/4"LAG SCREWS, 6"FROM END @@24"D.C. 2"LONG SCREWS REO'D d \ FASCIA, 2"x4"SUB FASCIA SHALL \ BE PLACED OVER, LENGTHEN LAG 1re"x2"x2"x2"ALUM a SCREWS TO FULLY PENETRATE SUB /, W ANGLE W/(4)#14x'J4" • 5-SUPER FASCAI. IF OTHER FASCK ADD 2"x / a 7x2 o --1 Q W Q $ SMS EACH FLANGE EACH SIDE OF BEAM GUTTER 4"PT FASCIA wl1rz"LAG BOLTS-1 12" INTO TRUSS TAILS- COUNTERSINK FLUSH. WHEN __ .— _._ _ -- 2"x Y'PURLIN / z 0 0 Z 0,062" BACKING PLATE ON INSIDE OF GUTTER INSTALLING I/Y'LAG SCREWS, PRE -DRILL w/ 318" DRILL TO 1"x Y INTERNALLY SCREWED 3"x3"x 1/8" J xtlB' �W/ N Z U 21/8"x1 i/8"x.062"(MIN.) PREVENT SPU`MNG, T02"xYW/(4)#10xl l2" / 7"x2"W/(1)#74 xY"@24"O.C. P" (GrX2"LONG ANGLE EA SIDE OF COL (4) #14 x 3/4"&(1)30 x4" LONG TAPCON TO CONIC. LU U_ W p 0 ¢ ALUM RECENING CHANNEL 1"x 2" x 7/8"ANGLE CLIP, EACH SIDE l> 1� IO W/ MIN. (2) #12 x 314"SMS W/1WDIAx212" @EACH In d LL LAG SCREW AT 24" O.C. G'1 CP- CORNER POSTDETAIL PURLIN TO HOSTC SECTION DETAIL A-3 T ` LEOIN A-3 LAil6 AND ALL PROAdSGD >;Y K GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL ARE SUBJECT TO ANY CORRECT10R m W SCALE: NTs (90 REQUIRED BY FIELD INSPECMRS TI•i = z S MAY � _j t o COSKY WITH ALL APPLICABLE CODES F z 12 2 1/8°XYx2"EXTRUDED z ANGLE 5052 H32 ALLOY EA SIDE V% tw�im�o !ri UU �? T (� z IAMM l V—�z UPRIGHT 3 g `e RoofPurlin Roof Pullin 1"x2"O.B. ze: BASEPLATE-TYP N LLI LL 00 u In Four # 74x3/4" SMS _ n Into Beam and Gusset —� � EXISTING zuaiaxcorvc� t O Mxcoxc xxcxoa eaeeousxr WOOD: j MASONRY :4xcxca veasou� z uw�., #10x 3-WOOD SCREWS&" IL WALL o FROM GIRT&@72"O.C. Roof Splicewith -' '� • N CONC Bolt 1t Internal Gusset Plate {n K 7/4"DIAx3'CONCRETE ETLxu al Eave Rail Four#t4x3/4"SMS No Backer Plate �No Thru - Bolt N � W SCREWANCHOR S" Into Beam andG e LJ.I - FROM GIRT & @ 24" O.C. - - SIDE VIEW � y (4)#10x 110INTO _ (1r1rrDlA-rxausoLTwrrmoc _ —Q--Y 00 U In 00 U In —SCREWBOSs _ --.-0. _JAMNUL-IN ---(2)35"DIA LIEU OENYLOCKJAM_:. JAM NUTW/THREADLOCKER a—qLU J 0 — _ CONCRETENUT, MAY BE USEDWTIGHTEN m SCREWANCHORS TO CONTACT -DO NOT 77E `o (2114" CONC. EMBED) OVERTIGHTEN OO cc K W rn O J V2"x2'OR 1/4"Tluu Boll 4-10x.092 Backer Plate — -- 0- on o11L lL Y X 3" HOLLOW at Eave Rail with IW Thm Boll DRAWN BY I SECTION GIRT •4" ` 4••, Vx2"BASE PLATE ANCHORED TO AG 1"xY ' f � 'I CONIC Wt IX CONCRETE SCREW �.• aV8 ave al aVe all '' T'. ANCHOR (MIN. 1 IM EMBED) DATE DRAWN 2.114"X1-1-rz"X I1W CHANNEL t '°' - a ----FF MAX EACH MAX SIDE OF POST AND 24"O.C. MAX 10/15/15 BRACKETS WITH TWO#14X REVISION 314" SMS INTO BRACE TOP FRONT VIEW AND BOTTOM (TYPICAL) Q - 1 C-p1 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL — B-� 2" x 4" OR LARGER UPRIGHT TO MASONRY WALL DETAIL A-J SCALE NITS sC : NTss A-q sHEEr No: A 3 SCALE: Nrs A-3