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HomeMy WebLinkAboutENGINEERINGThe Porch Facto_ �DiA _ AaDlicable Co des Re ulations and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and' 23 Wood,- 2. AA ASM 35 and AA ADMI Specifications for AI uminum Of the Aluminum Design Manual prepared b Structures, Fart I -A the AAF Guide to Aluminum Construction in Hie Aluminum Association. and 3• ASCE 7-10. gh Wind Areas. Wince Buil 1. ding Occupancy Categ o Category 1. ry, Section 1604.5 and Table 1604.5: Risk 2. Basic Wind Speed, Figu Wind re 1609.3(3), State of Florida Debris Region & Basic Speed, Section 1609.3.1 and Table 1609.3.1 E Speed: Vur.T =150 MPH VASD = Equivalent Basic Wind 3. Exposure Cate- �'-tio. 116 MPH as re aired 6 local •urisdiction 4. Screen Enclosure Section 2002.49.4.3: B Foundation De n Existin concrete. No additional concrete footin is re aired to resist the loads im osed b the ro osed construction if the eaisdn footin is a minimum 8" x 8" and in sound condition free from structural crackin s allin , or other deterioration el`SDeFe- 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 AS C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 in- Air entraining +/-.1 %- ASTM C 260 ` iv. Water reducing agent - ASTM C 494 v. Clean potable water vf. Other admixtures -not permitted b• Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 . Welded wire fabric.-ASTMA185 eConcrete 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 pemutted_— - — — --- - --- - f. Priorso-placing concrete, -treat -the entire sub -Compliance witfi the FBC. ice area for termites in 9- Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminods paint or epoxy. 3..Fast 2' Aluminum extrusions shall be 6005 T5 Alloy eners 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. All Self and 24" center to MatingBeam Sections are to from ends be stitched with either #14 screws 6" to center. center or #12 screws 6" from ends and 12" center 5• All Porch Factory Beam Sections ends and 12" center to center. are to be stitched with #12 screws, 6" from 6. Screened enclosures containing swimming pools shall comply with the applicable requirements of.FBC R4501.17 Residential Slwimming Barrier requirements., 7• Screen material shall be 18/14 screen. unless approved by Suncoast Aluminum Engineering, LLC. 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 must be bonded to the concrete with an e o ensure full P XY, thinset or 3,00SIe pavers 10. Positive contact with concrete. gout to 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 Beam T e Roof Type; MAXSARD 70UN1-N-- RUILDI]NG J FOR CONIPLIANC� J BY J PEBNOT XI UST BE dPECTX()x NVILE BE 1 1X2 Xx Xer �'• N 1X2 7'-9-- 4 e I `ff�OP �O��PI; %Orr THESE PLANS AND ALL PROPOSED WORK w PESPONSILIi Y 0p I HE = ARE SUBJECT TO ANY CORRECTIONS ' TRACTOR OF RECORD — REQUIRED BY FIELD INSPECTORS THAT ON JOB MAY BE NECESSARY IN ORDER TO4_D-�. COMPLY WITH A4 APKIClSIS 0®CRS, _.._ _... 1X2 2x2 1 i� N N 1X2 X �m N - ----- - — A-2 txa 2X2 - 2X2 2x2 2X2 2X2 2X2 2x2 D � A-2 2X2(TYP) -3 A-3 43'-6' 0 1 - 1X2(TYP) N CL pN� "iN ^ n �� N �a m Ln Mn. to �ILi m 'tom Mla _ N a N 0 I N X 2X2 2X2 2X2 2X2 2X2 2X2 2X2 1 t0 N 1X2(TYP) A-2 A-3 A-2 •A-4 6*-21- 6'-2j- 6�-24- t 1'-6-J ) 0CIN co Q�:Z= ; Co (P M N N n x 3.75 PFB M N 1 i� IX 1--- 7'-9- —� Q **s ❑ tY LLi Iai OV a o: LLJ $ tY ll- ZV W O Q W WLLJ W ai W Vf Z z (D 0z Z� W Q O R W F=- LL d t� ZUo J � = J En V Q Z zCc Em" m$$ Q W W J cp N cp W "'"N•^ O cc U z 3N^ :3Ze 1 (n W G'- 9 Q 0 W Uj c L 2 LL 2 z a z a v qL z co91 >Q_ U W t.� J a 0 a Y2 c m a 2 LL I3 ALUMINUM MEMBERS DIMENSION'_ HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2"x3"x0.050' 2x4: 2"x4"x0.050" 2X5: 2"x5"x0.050" OPEN BACK SECTIONS 1x2: 1"x2"x0.040" 1 x 3: 1" x 3" x 0.045" 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" 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2x9SMB: 2"x9"x0.072'x0.1X' 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" NUNMUM 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 PFB: PORCH FACTORY BEAM MEMBER SIZE EDGE "C" 2X4SMB Y2" 2XSSMB 1" 2X6 - 2X10SM 134" MEMBER SIZE EDGE "C" 3.75 PFB Yz" 5.75 PFB 1)�" 6.75 PFB 1 & 1/8" x 2" x 2" EXTRUDED (1)1/2" DIX THRU BOLT w/ NYLOCK 1 JAM NUT- IN LIEU OF NYLOCK JAM SIDDE ANGLE 5052 H�2 ALLOY E ` NUT, JAM NUTw/THREADLOCKER 1 MAY BE USED TIGHTEN TO CONTACT- DO NOT BRICK PAVERS ® OVERTIGHTEN BONDEDTO • y'a " 1114•MIN CONC 'ANCHO EMBEO , 211r MIN CONC n d '` • s „ -ANCHOR EMBED.• ar SLAB /FOOTING MIN SEE PLAN ` ;s SIDE VIEW (1) 3/8" DIX CONCRETE SCREWANCHORS (21/4" CONC. EMBED) 1"x2"BASEPLATE BRICK PAVERS ANCHORED TO C 0 N C W/ 114' CONCRETE SCREW ANCHOR (MIN. 1 1/4" CONC. EMBED) 6" MAX EACH SIDE OF POST o AND 24" O.C. MAX SLAB ! FOOTING ` •' " SEE PLAN FRONT VIEW B UPRIGHT TO CONCRETE W/PAVERS DETAIL A-2 SCALE: NTS 2" x PURLINS ATTACHED TO BEAM NOTCHED BEAM w/MIN (4) #10 x 1 1/2" SMS OVER UPRIGHT PLACE WASHER UNDER SCREW (SEE A-1 FOR SIZE) I I IN GUSSET CORNER 3/16"5052-H32 EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 1/2" SMS 1"x FASTEN TO EAVE RAIL W/#10 x 1 1/2" SMS 6" FROM UPRIGHT & 24" O.C. (1)112"DIA.x21/2" THRU BOLT W/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT W/ THREADLOCKER MAY BE USED INSTALLATION REQUIREMENTS: BOLT IS TO BE INSTALLED AS TO NOT DAMAGE BASE MATERIAL. DO NO OVER TIGHTEN. 1„ EE I MIN. f UPRIGHT (SEE A-1 FOR SIZE) I I PATENT PENDING D UPRIGHT TO BEAM CONNECTION A SCALE: NTS #14 SMS @ 1 1/4" O.C. (20 TOTAL) 21/2" x 1/8" x (GIRT OR PURLIN WIDTH + 1/2" x BEAM DEPTH OR UPRIGHT DEPTH -1/2') ALUM BACKING PLATE 6063-T6 ALUMNINUM CHAIR RAIL . �• v 10 D-: it o: h — w #10 x 1 1/2"SMS INTO REW BOSSES /BEAM (a)PURLIN OR GIRT TO BEAM OR POST DETAIL A-2 SCALE: NTS 2" x 2" 1"x 2" x 0.044" OPEN BACK TYP FASTEN TO EAVE RAIL W/ #10 x 1 1/2" SMS SPACED 3" FROM UPRIGHT & @ ZV O.C. NOTES: I. GUSSET DIMENSIONS ARE MINIMUM (2) REQ'D -(1) EA SIDE OF BEAM -MAY BE INTERNAL OR EXTERNAL. 2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1 1/4" C/C SPACING. 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SIZE. PURLIN 2" x 2" x 1/8" x 3" LONG ALUM ANGLE EACH SIDE UP UPRIGHT W/ (2) #12 x 3/4" SMS INTO PURLIN (2) #12 x 3/4" SMS INTO 2" x 2" (2) 912 x 3/4" SMS INTO UPRIGHT (2) #12 x 314" SMS INTO 1" x 2" F SLOPED PURLIN CONNECTION DETAIL ,y_2 SCALE: NTS 08EIAI L C a cc c: Q ui LL c r� Z_ .� L) B . a ,. Z znC CO t; ��SB S Q Lu W J22 u; O LL, U z cl O 6i 0_ V9 W LLI --I Z_ f� Q W U J co W Wi m LU Co `f H � 0 ce) d H u LL DRAWN BY KK 04/12/18 REVISION © - SHEEP NO: A-2 � 4 - N� 6" WIDE x 0.125"'T' BRACKET 1I8" S.S. CABLE 1 114" x 5 5/8" x 118" ALUM FLAT BAR ��{ \ • • ... �/ �j I @ EACH BEAM ATTACHED TO FASCIA W/ 3/8" x 3" LAGS 3 ( NOTE: (2) 318" DIA, x 4" LAG SCREWS FOR 6063-T6 ALUMINUM W/ (2) 3/8" DIA x 2 39' \\\ \ �j •' ` �' •' • , • • �� ?j`` PER BRACKET) AND (1) 3/8" x 3" SPANS GREATER THAN 3V-0° EMBEDMENT CONCRETE ,•• LAG @ 24" O.C. AT GUTTER (1) 3/8" DIA. x 4" LAG SCREW ANCHOR = �: coO Q• 1' x 2" x 0.044'OPEN BACK SCREW INTO EXISTING OVERHANG FRAMING DBL. COMPRESSION BRICK PAVERS _ O _ ' , Z co y Q - 1 z CONNECTED ALONG GUTTER OR RAFTER TAIL . W Q = W/#12 x 3/4" SMS AT I2" O.C. ' SLEEVES BONDEDTO V (ji'• J Z F- � 0` CONCRETE �� CIO ` a •r e• ,•'� ��1% ``\� F a•: `` $ ;,o PROF ®.� SLAB/FOOTING 9I6LSEiAL • • „i• SEE PLAN MATING • • i ELEMENT c, 1/8" S.S. CABLE CONTRACTOR TO VERIFY 1 1/4" x 5 518" x 1/8" f0C 0 LLI Ld 1 • 2" x 4" FASCIA - IF LESS ALUM FLAT BAR u d lf6"x2"x2"x2"ALUM THAN 2" x 4" FASCIA, 2" x 4' �V'SUPER i 6063-T6 ALUMINUM LV S • •• ANGLE W/ (4) #14 x 2" SUB FASCIA SHALL BE PLACED OVER, LENGTHEN > = k W i SMS EACH FLANGE EACH SIDE OF BEAM GUTTER LAG SCREWS TO FULLY LL 0 z W m 1 PENETRATE SUB FASCIA , 4 •e SLAB/FOOTER Q W in w IF OTHER FASCIA, ADD 2" x MID DEPTH ' f C m m 1 4" PT FASCIA w/ 1/2" LAG �; ` Lu LLI d -; BOLTS -1 1/2" INTO TRUSS d '• z z p z 21/8"x11/8"x.062"(MIN.) TAILS -COUNTERSINK ,a• ;` :.4 z Q z ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING 2 0 w Z `t W/MIN. (2) #12 x 3/4"SMS 1/2" LAG SCREWS, > i � > PRE -DRILL w/ 3/8" DRILL TO Lu F=- d PREVENT SPLITTING. (2) 3/8" DIA. x 3" EMBED SLAB / FOOTING CONCRETE SCREW ANCHOR SEE PLAN N G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL H-� A-3 SCALE: NTS CABLE CONNECTIONS AT FOUNDATION A-3 SCALE: NTS j co ��-pT ED W LL m m Z ) K N N U GUSSET PLATE SELF MATING V Z n n u PER ESERIES BEAM Z (= H E9 Z�.. a 9 _ N LLJ r (9) #14x-3/4-SMS 4„ WOOD: PURLIN MAX 1/8" PLATE ON 45" ANGLE 1 WOOD SCREWS, 6" 6063 T6 ALUMINUM FROM GIRT & @ 12" O.C. 0 CONC: f ¢O 1/4" DIA x 3" CONCRETE CONTRACTOR TO INSTALL _ SCREW ANCHOR, 6" (2) #14 x 2" SMS THRU BRACE J _ _ _ _ FROM GIRT & @ 24" O.C. INTO BEAM THRU GUSSET • • • • N W 1 (4) #10 x 1 1/2" INTO PLATE • / / — — _ W J SCREW BOSS DETAIL #2 / z • W -- — — I EYE BOLT FOR CABLE TENSION • • / Lu Q W U) L) H w - - - -cl) m W a •W-, rn �2"x O 000�r�i Z'OR 2" X 3" HOLLOW 1 SECTION GIRT CONTRACTOR SHALL RUN a' Q J ~ Lo �LL4"W/ /4"THRUBOLTTOATTACH kl PERIME TER FRAMING rr NYLON WASHER & DRAWN BY x 2"MAX.STAINLESS STEEL NUT •KK DATE DRAWN 1 117 x 5" x 1/8" %(4) #12 EA MEMBER 04/12/18 REVISION 5052-H32 PLATE DETAIL #1 Q _ C-1 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL H-2 CABLE CONNECTION AT CORNER Q - A-3 SCALE: NTS A -3 SCALE: NTS A-3 SCALE: NTS SHEET NO: A-31 i 1/8" x 2" x 2" EXTRUDED i (4) #14 x 3/4" SMS ANGLE 5052 H-32 ALLOY • INTO DJ —BRICK -PAVERS ` t • BONDEDTO CONCRETE O � ' •A 21/4" MIN SLAB / FOOTING ° A' + n ° CONC SEE PLAN ° •4 ANCHOR ' ® EMBEDMENT SIDE VIEW (4) #14 x 3K' SMS INTO DJ (1) 3W DIA. CONCRETE SCREWANCHORS (21/4" CONC. EMBED) 1"x 2" BASE PLATE ANCHORED TO CONC W/1/4" _ _ CONCRETESCREWANCHOR (MIN. 1 1/4" EMBED) W MAX EACH SIDE OF POST AND 24" O.C. MAX • ° •tG d 9 e. FRONT VIEW DJ-1 UPRIGHT TO CONCRETE W/ PAVERS / 4 PRE -HUNG DOOR LOCATION DETAIL SCALE:NTS CORNER #10 x 1 112" = Q o O p Q IL: W v _ l o PROFESSIONAL SEAL Or 1"x 2" O.B. FASTENED TO CORNER POST W/ #12 x 1 1/2" SMS AT &' FROM TOP & BOTTOM RAILS. TYPICALLY @ 24" O.C. 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY EA CORNER W/ (2) #14 x 2" •SMS INTO POST & (1) 3/8" DIA. CONCRETE SCREW ANCHOR INTO SLAB /FOOTING t 21/4" MIN CONC s �.�,a (i ANCHOR EMBEDMENT SEE PLAN e. e SIDE VIEW (4) #14 x 3/4" SMS INTO POST 1" x 2" BASE PLATE ANCHORED TO CONC W/ 1/4" CONCRETESCREWANCHOR (MIN. 1 1/4" EMBED) W MAX EACH SIDE OF POST CORNER POST W/ 1"x 2" @ 3/8" x LENGTH AS REQUIRED AND 24 O.C. MAX FOR 21/4" EMBED CONCRETE w ' SCREW ANCHOR INTO CONCRETE a I 6- ; FRONT VIEW r!P— CORNER POST TO CONCRETE W/PAVERS DETAIL e A / SCALE: NTS El ❑ C 0 LY Li�- U c a e W 3 LL 0 Z cc LL Z p a m Lu z J m LL W Lu p z z Z CC� G Z JN Q Z — Ou Zu e W 1- cc d C C M u C Z . ,, c C G u � Q 12 �F Z � oc N'1 a� W w , Wmm "r- 9-p ui 3 z u u Z U Q N N ! Z (g Ln 3 R9 o 'c f s (ALu 3 C p 3 Q ? O LL c: W J a OC 0 a 0 Z z LL LU Q m U bLLI W W C H �of cl) �0_I G. F- to LL LL DRAWN BY KK DATE DRAWN 04/12/18 REVISION 0 — SHEET NO: A-4