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HomeMy WebLinkAboutREVISION - PLANSCONTRACTOR: 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 ADMI 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: Vur.T = 150 114PH Nominal Design Wind Speed: Vnso = 116 MPH 3. Exposure Category, Section 1609.4.3: C 4. Screen Enclosure Section 2002A Foundation Design New 12" x 12" footing w/(2) #5 Cant. 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. When 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.W ater 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. 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 Titers -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, thiuset, or 3,000 PSI grout to ensure full positive contact with concrete. 10. All Bashing 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. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOGGLE EARTH. b A-3 2X2DJ 2XDJ 2X4SMB O I X m N C A-2 A-2 2X6 SMB X N N X k 9'-11 " A-3 1X2(TYP) ;\2X ti A -2 ON2X2 io ro I N X� to X� ay M N En NrnN (n r7(n 17 N N A-4 A-3 A-3 5-6" T-6" 22'-0" e .ZCO) A. 0 0 a : W `O # W a :U ¢ C t1Z �4C i �y •, 9'-11" ___� St. E V I 10 4X6X VERTCAL MINI MINI -VIEW M s a 02 X FILE COPY X s 22'-0" REVI WED FOR CODE COMPLIANCE ST. LUCIE COU iY rl' W w w a Z m w Z . Z Qz O tl vwi vi !2Z w LL 262 O O d U zZIg Z_mnn QR R 4J tu n w Wg!� gm Z A Id�IE OZ LL w TP 11/12/19 s z i, 0 a Roof Type Roof Type: HIPPED GABLE SHEET NO: A-1 AEUNIINUM MEMBERS DIMENSIONS 11111i Iili%I////1/d//♦i HOLLOW SECTIONS \\.%%! • w-Y♦♦♦♦ 2x2: 2"x 2"x 0.046" 1/8"x Tx 2" EXTRUDED JAM NUT- IN LIEU OF NYLOCK JAM \\\\ •• 2 X 3: 2" x 3" x 0.050" ANGLE 5052 H-32 ALLOY EA NUT. JAM NUT w/THREADLOCKER r ••,L�Z♦� 2x4: 2"x4"x0.050„ SIDE MAY BE USED �� •�•M 11 2x 5: 2"x 5"x 0.050" BRICK PAVERS ® TIGHTEN TO CONTACT -DO NOT $Q :2 0 OVERTIGHTEN CJ xo • -3OPEN LLI BACK SECTIONS 2 d : LLI R 1 x 2: 1" x 2" x 0JGW' 13ONDED TO 1 x 3: 1" x 3"x 0.045" CONCRETE i (� ; /, O �-/ ` SNAP SECTIONS ." ;.. .. '.' >>u•u"oncuc, •aia•uoncwe !y ' z ♦♦ ••. \ •' !(� \ 2 x2 Snapp: 2"x2"X 0.045" • r,uwoa;uern • ♦ ;Oj •••• ♦♦ \\ ••••P 0�\\ 2x3 Snap: 2"x3"x 0.050" �oft� r 2"MIN EDGE DISTANCE FROM SLAB / FOOTING d t `� I \\ \ 2 x 4 Snap: 2" x 4" x 0.045" : u.. ; • .a' EXTERIOR OF COLUMN TO SEE PLAN ' I OUTSIDE EDGE OF SLAB 2112"x118" x(GIRT OR PURLIN 11110 I SELF MATING(SMB) WIDTH. 1/2' x BEAM DEPTH i 2 X 4 SMB: 2" X 4" x 0.044"x 0.100'+ SIDE VIEW OR UPRIGHT DEPTH12) 2x5SMB: 2"x5"x0.050"x0.100" ALUM BACKING A W Wa 2x6SMB: T'x6"x0.050"x0.120 W 2x7SMB: 2"x T'x 0.057'x 0.120" Z In / 2x8SMB: 2"x8"x 0.072"x0.124" (1)3/8"DIA CONCRETE ____ FD �a 1 2x9SMB: 2"x9"x0.072"x0.121" SCREW ANCHORS FRIGHT Z ' 2X10SMB: 2"x10"x0.092"x0.398" (27l4°CONC. EMBED) I JULl K# INTO z Q Z MINIMUM FASTENER EDGE DISTANCE: 12" 1"x TEASE PLATE SCREEW BOSSES CHAIR RAIL MEMBER I ' Q a N MINIMUM FASTENER SPACING: 3IN' __ _ _ _ _ BRICK PAVERS ANCHORED TO CONIC W/ V4" N Z CONCRETE SCREW ANCHOR CONCRETE Lu cac V W SHvfPSON TTTEN HD OR EQUIVALENT EQ CONIC. (MIN. 1/4° CONC. EMBED) EMBED) 6" MAX EACH SIDE OF POSE C LL 0 SHEET hB3TAL SCREWS (SMS): AND 24" O.C. MAX �.,' I SNAP OR SELF -MATING BEAM K _ ITW I BUILDEX OR EQUIVALENT '. ONLY 1 ~ a . L SLAB/FOOTING • L �.a • . ..• 1 4 •--••--FF SEE PLAN (+ U S PURLIN OR GIRT TO BEAM OR POST DETAIL FRONTMEW A_2 SCALE: NTS Z Z '^ o /� B _ 2 z / 7 x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL A_2 SCALE: MS j LL m m S W Q W nq Q W z V; Z C c NOTE: „ g 0 SEE CALL -OUT BELOW FOR # OF SCREWS. W SCREWS SHOWN FOR ILLUSTRATIVE LL PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING, ^ 2" x PURLINS ATTACHED TO BEAM w/MIN (4) #10 z 1 1/T' SMS 014 SMS @ 1 U4" O.C. (16 TOTAL) 2 x 7' PURLIN - NOTCH BOTTOM BEAMS BUTT TOGETHER FLANGE TO OVERLAP UPRIGHT i 3/i6"5052-H32GUSSET 2x T z 11W 5052-H32 ANGLE EA SIDE OR i 2z TxO.OBY 5052-H32 RECEIVING CHANNELi V) } Q LLj / / - B / 2'x 3" IXTRUSION — — __ __. __ __ _.-- w_ Q � U a (2) #12 z 3/4" EACH LEG J ALYI/Z' EACHSIDE-SCREWSSHALL 1"x ENTO 4°OPEN BACK W(2)#1 SCREEMS UPRIGHT 2I-m W to m xI ENGAGE BOTH PURLIN AND O U i 8 I ' 8- 5,� 5„ TO EA10x11/7' SMSBFASTEN TO EAVE RAIL VM #10z111T m SM55PAC6"FROM I UPRIGHT UPRIGHT AND AT 24 ° O.C. F r V w ~Q B U J o. U m o_ a - - #I-5 DRAWN BY NOTCH POST AS REQUIRED TP FOR 2"x SAVE RAIL UPRIGHT DATE DRAWN NOTES: 1. GUSSET DIMENSIONSARE MINIMUM (2) 11/12/19 REQ'D - (1) EA SIDE OF BEAM - MAY BE REVISION INTERNAL OR EXTERNAL, Q _ 2 AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4° - GC SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, © _ WIDTHS CHANGE TO MATCH BEAM SIZE. 4 �\ t F UPRIGHT TO PURLIN CONNECTION DETAIL SHEEP NO: [ ATYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL - RIGID MEDIUM SCALE: NTS- A-2 L A -2 SCALE: NTS I Ntln wu/� q�,i \-.01 \ •• • ••• Vi✓� I/i 6'. WIDE %0.125""2"BRACKET NOTE \\\\`���• • \ EACH BEAM ATTACHED TO (2) 318" DIAL x 4" LAG SCREWS FOR g 2 M ••. �y j FASCIAW/3/8' LAGS (3 PER BRACKET) AND 3f8"x W SPANS GREATER THAN 30'-0" �•4(, V' !L (1) + (o Q O LAG @24"O.C. AT GUTTER (1)SIT CIA x4"LAG ' Z 0 • J - `I SCREW INTO EXISTING d FW- ° Q 1° x 2' x 0.044" OPEN BACK OVERHANG FRAMING :Lij U CONNECTED ALONGGLITTER W/#12x 3/4'SMS AT I2"O.C. OR RAFTER TAIL GRADE i 1P ; i , Z F v �:• N - 12' /��//q//ill \ �•'!�J.'.�`' IIINIIII,\\\ e • o 12'---1 c MATING • • (2)#5CONTON3" CHAIRS W W C W CL E ELEMENT E 12" ` m \\ CONTRACTOR TO VERIFY FOOTING FOOTNG ILu 2 \ • 2"x4"FASCIA -IF LESS T W Z R C • THAN 2"CI FASCIA, 7'%4" J w 3 1/8"z 2"x 2'x Z' ALUM \ • • SUB FASCIA SHALL BE u Q Q 0 u ANGLE W/ LENGTHEN R ALLFOUND FOUNDATIONA TYPES: 2 WI H FLANGE SCH EACH FLANGE GUTTER LAG SC EWSOVET GUTTER LAG SCREWS TO FULLY 1. THEES 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING 0 d c WI EACH SIDE OF BEAM PENETRATE SUB FASCIA PRESSURE OF 1.500 PER W IF OTHER FASCIA, ADD 2"x 2. THE SLA&FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND N Qc 4" PT FASCIA 412" LAG COMPACTED PRIOR TO PLACEMENT OF CONIC. LU BOLTS-112"INTO TRUSS 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. G J LL 0 0 TAILS - COUNTERSINK 4. FISERMESH MAY BE USED IN LIEU WAFOR WELDED RE MESH. 0 21/8°z1718"x.082"(MIN.) FLUSH. WHEN INSTALLING 5. VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR 1 F ALUM RECEIVING CHANNEL 12" LAG SCREWS, NON -HABITABLE CONCRETE FLAT WORK W/ MIN. (2) #12 x 3/4" SMS PREDRILL w/ 318" DRILL TO T i PREVENT SPLITTING. = U r S A ( Z CONTINUOUS FOOTING Z i rV\ A-3 :NTS w z z A I GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL um = l z HA A-3 SCALE MS J � �LLmm Q W i 5mm m Q W =a o z� u ; 1/8"x2"x2°EXTRUDED LL LLJ g i LL W ANGLE 5052 H-32 ALLOY LL W/(4)014x 3/4'SMS INTO DJ 5052-1832 EXTERNAL BRICK PAVERS RECEIVING CHANNEL HT OF BRACE 2) #12 EACH FACE BONDEDTO CONCRETE (FUL 21/4"MIN WOOD: CONIC SLAB/FOOTING A• ,•d ANCHOR } #10 x 3" WOOD SCREWS, 6" SEE PLAN EMBEDMENT {n FROM GIRT &@12"O.C. (3)#12 SMS • W CONC: INTO EAVERAIL •° cc ca 1/4"DIA x3"CONCRETE SIDE VIEW Z SCREW ANCHOR, S' 0 DO FROM GIRT & @ 24" O.C. ROOF BRACING CONNECTION DETAIL Q a U SCREW BOSS (1) 3/8" DIAL CONCRETE _ ~ c0 — --- — -- SCREWANCHOR 2"x2"DJ O N F- 5052-H32 EXTERNAL (2 t/4" CONIC. EMBED) O m O J RECEIVING CHANNEL d U m 0_ LL FULL ITT OF BRACE —_ - DRAWN BY W/ (2) #12 EACH FACE 1"x 2" BASE PLATE V2" ANCHORED TO CONC W/ 1/4" TP x 2" OR 2' X W HOLLOW • CONCRETE SCREW ANCHOR DATE DRAWN I SECTION GIRT • (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST AND 24" O.C. MAX. 1"x2' (3)#12SMS +4 :• .. i INTO EAVE RAIL a••. d 4 PA H-_ ROOF BRACING CONNECTION DETAIL FRONTVIEWC-I 1X2 TO HOST STRUCTURE DETAIL A-3 scAL : rTS DOOR JAMB TO CONCRETE W! PAVERS DETAIL SCALE: NTSDJ-1 _J SCALE: NTS A-3 I 4"x6"x0.14 MINI -VIEW CARRIER BEAM (6005 T5 ALUMINUM) 112'x 2118" x 11/2'x 0.062' x 6' LONG ALUM RECEIVING CHANNEL Wl (5) #14 x 6/8" SMS INTO EACH SIDE OF ROOF BEAM AND (5) #14 x 5/8" SMS INTO CARRIER BEAM SMB BEAM ROOF BEAM TO MINI -VIEW CARRIER A-4 BEAM CONNECTION DETAIL SCALE: NTS 4"xWx0.14" MINI -VIEW ALUMINUM POST MINI -VIEW INTERIOR (311/16' x 311/16" x 0.25" x IT 0 10'x10'x0.375" ALUMINUM PLATE WELDED TO MINI -VIEW INTERIOR BOOT (2) 3/8" DIA BOLTS THRU 4" x 4" POST AND BOOT WI MOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT W/ THREADLOCKER MAY BE USED (4) 3/8" DIA x 6' POWER .WEDGE ANCHORS (MIN 31/2' CONCRETE EMBEDMENT) B-1 4" x 4" MINI -VIEW POST TO CONCRETE CONNECTION DETAIL A_ SCALE: NTS ' co w :U Q U. ? 1Z 4" x 6" x 0.74" MINI -VIEW ALUMINUM BEAM 5052-H32 OR 6005-TS ALUMINUM 4 5/8" x 3M6' - 30" FLAT BAR INSERTED 6" INTO CORNER BRACKET & IT INTO 4" x 4" POST MINI -VIEW TOP (2) SIB- DIA- BOLTS THRU CORNER BRACKET 4" x 6' POST AND PLATE (6O05-T5 ALUMINUN W/ NYLOCK JAM NUT- IN LIEU OF NYLOCK JAM NUT, 0 JAM NUT W/THREADLOCKER 0 MAY BE USED e (4) 914 x 1.5" 410 HT SS SDS TEK OR T&C - ULTRACOATE O 14 x 1 1/2" SDS EACH SIDE OF BRACKET ® 0 (16 TOTAL PER BRACKET) e 0 5052M"x -TSALUMNUM 2 2 32 OR 600116"I -18" FLATNUM INSERTED 6' INTO CORNER BRACKET &1T INTO 4"x4"POST I I 4"zd"x0.74" MINI -MEW (2) 3/8" DIA. BOLTS THRU ALUMINUM POST 4" x T POST AND PLATE W/ 14YLOCK JAM NUT - IN LIEU OF MOCK JAM NUT, JAM NUT WI THREADLOCKER MAY BE USED oc W W W C z Z Lu W W Z a J K z . Z 0 C W VI In VI In asC U W G J O w P a ZZ^ t „ m HMI o Z J R �j Q W w» m s W z E,r� o $ < 0 d O W L.L. S N } LI Q W N QZ LU O a U G <J =F- m IUJO _ r)) m F-N 0'0�'1 OCOmO� d U m 0. UL DRAWN BY TP DATE DRAWN 11/12/19 A-4