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HomeMy WebLinkAboutSITE PLANSCONTRACTOR: HARRY BLUE BUILDERS INC. DESIGN CRITERIA: \`\ • • • / �� �� • • • l� �i Applicable Codes, Regulatigns, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Cha ptcsr 20z41uminunr, an 2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of the LL Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to = Q : [(/ O Aluminum Construction in Hi h Wind Areas. 3. ASCE 7-10. g _ co O = 4- : W � W Q - 4 Q z= Wind Loads 6, N Z - 1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic Wind Speed,doo Section 1609.3.1 �/O • , • !'� and Table 1609.3.1 Equivalent Basic Wind Speed: Vu- =160 MP VAsD = 124 MPH, by local-iurisdictlon ��/ �.� • • . • as required P�C) �� 3. Exposure Category, Section 1609.4.3: C\\\ -4:SeTeed'Enclo"sure - — -- — _--- - - ------ - — ---- - - ---- -- - - -- - Sdotiait-2002?1 - Rt3 A-3 Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads 1 X2(TYP) ❑ imposed by the proposed construction if the existing slab is a minimum 4" thick with an 8" x 8" thickened slab edge and in sound condition, free from structural cracking, 0I spalling, or other deterioration. ui Ld ® Specifications A_3 ti a U UJ aC The following specifications are applicable to this project: 2X2 2X2 2X2 2X2 m $ tY 1. Where concrete specifications are required, whether in the screen enclosure scope or not, O z v � by one or more regulatory agency, the following specifications are applicable: < m in a. Concrete shall conform to ASTM C94 for the following components: o W a ? i. Portland Cement Type 1,- ASTM C 150 - I -J LL.1 z z ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 z z Q iii. Air entraining +/- 1 % - ASTTvl C 260 iv.Water reducing agent- ASTM C 494 0 N 0 2X2 2X2 2X2 N _ �"+ SCAN W W Z 2 O v. Clean Potable water W I- i cc LL vi. Other admixtures not permitted _ u b. Metal accessories shall conform to: i. CI Reinforcing Bars - ASTM A615, grade 60 _ ii. Welded wire fabric - ASTM A185 A_3 0 N r7 N o M c. Concrete slump at discharge chute not less than 3" or more than 5". Water added X Z 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 X2 I N K) I x N I uo 2X4P8 2X2 ,� 2X2 ^ �i 2X2 2X2 2X2 ^ X X X � 1 X2 I I I X X - j 2X4P8 N J = J Z cis with the FBC. Concrete be barrier. 2XDJ I LO N N Cn N N to N I 2XDJ o $ t!! f„ m g o U, W g' m g. shall glared over a polyethylene vapor h. All aluminum components embedded within concrete shall be coated with a P I = I F N A-2 N I I o L J �,` in in z bituminous 00 2XDJ i 2X2 2X2 2X2 2X2 2XDJ o0 Z= Q J paint or epoxy. 2. Aluminum extrusions shall be 6005 T5 Alloy I .. 2X6$MB N / _ x / \ N 2X6SM6 I —i \ X U N N z 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 "400". A-q o N M ^ / N`l CO a) �h or A-2\4�D \\ _ \ M N O N I \\ tO = 2 `, o to Wu �'aeries 4. 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. 1 X2 2X2(TYP) \\ 1 X2 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. ,�--1 a•-D 1�-10,-�" 7. Door location shall be determined by contractor in the field. 8. 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 22'-8" W concrete. 9. All flashing and waterproofing shall be provided by the contractor. fZ Q 0 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design andengineeringfee. - < Roof Type Roof Type: MANSARD o 1X2(TYP) �� A-3 U W W 0a LLJa) /1" /,` \`- FILE �® a m�°� M x t0 x N N DRAWN BY 0 2X3 2X3 2X3 KK DATE DRAWN L2101) COUN® BUILDING DIVISION REVISION 1 (T ST. LUCIE REVIEWED FOR COMP REVIEWED —A- A -a A-3 a-2 A-4 -WE 6 DATE ERMIT MU KEPT ON JOB PLANS A WILL BE MADE 0 _ © _ SITE OR NO INSPECTION(S) SHEET NO: 5'-8" 5'-8" 5'-8" 5'-8" A-1 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 1/8" x 2" x 2" EXTRUDED 2 x 2: 2" x 2" x 0.046" ANGLE 5052 H-32 ALLOY EA\\ /i 2 x 3: 2" x 3" x d.050" SIDE i 2 x 5: 2" X 5" x 0.050" I — �: o O UPRIGHT co CD uJ Q = OPEN BACK SECTIONS I _ a. 1 l 1x2: 1"x2"x0.040" _ u oZ O= ` 1 x 3: 1"x 3" x 0.045"1"x �� (n�• J � 2" O.B. BASE PLATE - TYP SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2,/4•MIN CONC ANCHOR EMBEDMEM , ,/a MiN coNc n ANCHOR EMBEDMENT a I i �O / // • \ 2 x 3 Snap: 2" x 3" x 0.050" I •. °O Ta MIN�� a Sd MIN EDGE DISTANCE FROM !!• /Q P "O��\ 2 x 4 Snap: 2" x 4" x 0.045" SLAB 1 FOOTING e a <b", .: EXTERIOR OF COLUMN TO ( i ION 2: `\\ F - --- -- ------------- --- -- _._.-------- - - --- --- - -- --- ,�.�^— -- ° ;, aq••. ��__-tdFSSBEeE6GESFS -------- t 0.040" x 1 l/2" x 2 1/8" x 1 1/2" INTERNAI-OR-EXTERNA� PROFE 'SI AL SEAL - — - SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044"x 0.100" SIDE VIEW OPTION 1: 2" x 2" x 1/8" ALUM ANGLE ( I ALUM RECEIVING CHANNEL W/ (3) #10 x 3/4" INTO 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (1) 1/2" DIA. THRU BOLT w/ NYLOCK W/ (4) #10 x 5/8" EACH SIDE pp I I GIRT EACH FACE & (3) L 0 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" JAM NUT - IN LIEU OF NYLOCK JAM I #10 x 3/4" INTO UPRIGHT ❑ 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" NUT, JAM NUT w/ THREADLOCKER 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" (1) 3/8" DIA. CONCRETE SCREW r ` _ O W Ld C 2 x 9 SMB: 2" X 9" x 0.072"x 0.124" ANCHORS " I TIGHTEN TO CONTACT - DO NOT I I U a 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" (2 1/4" CONC. EMBED) � OVERTIGHTEN — oC z � � MINIMUM FASTENER EDGE DISTANCE: 1/2" �_ _ — —. __ _ CHAIR RAIL MEMBER I I V- 0 Z a w < z MINIMUM FASTENER SPACING: 3/4" — — _ 2„xPATIq u am z •�•"• a< ° a I � EXTRUSION � W Jm d g g LL CONCRETE SCREW ANCHOR q" a q• ,. 'a' o ,. 1"x 2" BASE PLATE ANCHORED TO I I W z SIMPSON TITEN HD OR EQUIVALENT " 4. • '° , a • . ' • I CONC W/ 1/4" CONCRETE SCREW I I Z Q z SHEET METAL SCREWS (SrvM: SLAB I TING .. a s°'ILI ° ANCHOR (MIN.1 1/4" EMBED) O w zw a ITW / BUILDEX OR EQUIVALENT SEE PLAN oa a:w•• ,' 6" MAX EACH SIDE OF POST AND z= 0 J ~ 24" Q.C. MAX W J F- LL a PFB = PORCH FACTORY BEAM FRONT VIEW z MEMBER SIZE EDGE "C" 2X4 2X5 1" 2X6 - 2X10 1 Yz" FLASHI EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREWTHRU 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) 1/2" DIA. x 2112" 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. 2" x SMB BEAM NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE) MIN. 2" x SMB UPRIGHT (SEE A-1 FOR SIZE) i PATENT PENDING r UPRIGHT TO BEAM CONNECTION A-2 SCALE: NTS B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL A-2 SCALE: NTS 2" x PURLINS ATTACHED TO BEAM WMIN (4) #10 x 1 1/2" SMS PLACE WASHER UNDER SCREW IN GUSSET CORNER 3/16" 5052-1-132 GUSSET siirEw ICAL I NOTE: SEE CALL -OUT BELOW FOR # OF SCREWS. SCREWS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DO NOT COUNT SCREWS ON DRAWING. #14 SMS @ 1 1/4" O.C. r(24 TOTAL) rrra NOTES: 1. 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. SCALE: NTS C CHAIR RAIL TO UPRIGHT DETAIL A-2 SCALE: NTS 2 x 3" PURLIN - NOTCH BOTTOM FLANGE TO OVERLAP UPRIGHT 2 x 3" x 118" 5052 - H32 ANGLE EA SIDE OR 2 x 3" x 0.062" 5052-H32 RECEIVING CHANNEL m 2" x 2" EXTRUSION 1" x 2" x 0.044" OPEN BACK INTERNALY SCREW TO UPRIGHT W/ (2) #10 x 1 1/2" SMS & FASTEN TO EAVE RAIL W/ #10 x 1 112" SMS SPACED 6" FROM UPRIGHT AND AT 24" O.C. NOTCH POST AS REQUIRED FOR 2" x 2" EAVE RAIL (3) #12 x 3/4" EACH LEG EACH SIDE - SCREWS SHALL ENGAGE BOTH PURLIN AND UPRIGHT I I UPRIGHT F SLOPED PURLIN CONNECTION DETAIL A-2 SCALE: NTS Z CJ J Z lot OC Iomo� u m m W ,ii OW "mfnn z =,nu, k'aNN z U -, Z 0 $�=^- Z 6udf, 8 p (A W a-IN—'Uwg uJ. �C� N � N W } Q � p W UwwLf, W 8--�t a CO�0-1 DRAWN BY KK DATE DRAWN 08/13/18 REVISION SHEET NO: A-2 ?1 6" WIDE x 0.125" "Z" BRACKET ATTACHED • _3 @ EACH BEAM TO • • • FASCIA W( 3/8" x 3"LAGS (3 "Z" �/, •• /f - i PER BRACKET) AND (1) 3/8" x 3" (1) 2" WIDE x 0.125" !/ LAG @ 24" O.C. AT GUTTER ( 1) 3/8" DIA x 4" LAG IA Wl ATTACHED TO FASCIA W/ 3/8" 1 3/ () 8" DIA. x 4" LAG Q . O 1 " x 2" x 0.044" OPEN BACK SCREW INTO EXISTING x 3" LAGS 3 PER ( SCREW INTO EXISTING - �14 p - U.I W/ (2) #10 x 21/Z' SMSTHRU OVERHANG FRAMING OR RAFTER TAIL AND (1) 3/8" x 3" LAG @ 24" O.C. OVERHANG FRAMING OR RAFTER TAIL Z V _ a ; Z LIJL) - * Q _ BEAM INTO SCREW BOSSES AT GUTTER - ---- -- --- (1) #14 x 2" SMS 6" I ) ' N O (1) #10 x 1 1/2" SMS 6" BEAM AND FROM 24" O.C. FROM BEAM AND 24" O.C. WOOD: WOOD SCREWS, 6" ,• �/ �O� /, FROM FROM GIRT & @ 12" O.C. % • // /// / • \ DIA. �G Jr. \ I 1/4" x 3" CONCRETE eRE1NANCYiO PRO SI NAL-SEAL ELEMENT \ j FROM GIRT & @ 24" O.C. I (4) #10x 1 1/T INTO e \ SCREW BOSS o o ~\ • e — -- --- — - I CONTRACTOR TO VERIFY (4) #10 x 2" SMS FROM CONTRACTOR TO VERIFY LLl 1/8" x 2" x 2" x 2" ALUM 2" x 4" FASCIA - IF LESS THAN 2" x 4" FASCIA, 2" x 4" 1 x 2"INTO SCREW BOSSES 2" x 4" FASCIA - IF LESS THAN 2" x 4" FASCIA, 2" x 4" I ____ O V ILL; p ANGLE W/ (4) #14 x 3/4" SUB FASCIA SHALL BE SUB FASCIA SHALL BE I W p� SMS EACH FLANGE PLACED OVER, LENGTHEN PLACED OVER, LENGTHEN w ..� EACH SIDE OF BEAM LAG SCREWS TO FULLY PENETRATE SUB LAG SCREWS TO FULLY00 SUB 2" x 2" OR 2" 3" HOLLOW U. o Z W OC FASCIA. 7" SUPER GUTTERJ PENETRATE FASCIA. x SECTION .. p Q ai IF OTHER FASCIA, ADD 2" x IF OTHER FASCIA, ADD 2" x I GIRT m _ m 4" PT FASCIA w/ 1/2" LAG 4" PT FASCIA W/ 1/2" LAG 1 NJ d .2 BOLTS- 1 1f2" INTO TRUSS BOLTS -1 1/2" INTO TRUSS W �z pz TAILS - COUNTERSINK TAILS - COUNTERSINK 1"x2" LL Z �z Q 5" SUPER FLUSH. WHEN INSTALLING FLUSH. WHEN INSTALLING (D O Z u GUTTER 1/2" LAG SCREWS, 1/2' LAG SCREWS, Z cWi = J O J PRE -DRILL w/ 3/8" DRILL TO PRE -DRILL w/ 3/8" DRILL TO W I LL PREVENT SPLITTING. PREVENT SPLITTING. C G 1X2 TO HOST STRUCTURE DETAIL G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL A_3 SCALE: NTS z V o A 3 SCALE: NTS A-3 SCALE: NTS = -J �z2 a U u J J U ul 1p$ O W N H W S 112 U n N 7 Z Vr c 5052-H32 EXTERNAL = O tn W RECEIVING CHANNEL u LL LL FULL HT OF BRACE W/ (2) #12 EACH FACE 3/16" S.S. CABLE (9) #14 x 3/4" SMS 1 114" x 56/8" x 1/8" 1/8" PLATE ON 45' ANGLE ' J ALUM FLAT BAR 6063-T6 ALUMINUM a 6063-T6 ALUMINUM — -- _ - (3) # 12 SMS N 0 as .m SLAB/FOOTER o o e a INTO EAVERAIL N } '• V MID DEPTH W Q a ... a — — -- - 4 �'•Q a ROOF BRACING CONNECTION DETAILXt 0 •a .d / EYE BOLT FOR CABLE TENSION Q ~ C) W W_ Lo D_ I 5052-H32 EXTERNAL W - s lL o f - (2) 318" DIA x 3" EMBED SLAB / FOOTING RECEIVING CHANNEL d' CONCRETE SCREW ANCHOR SEE PLAN I I FULL HT OF BRACE J O � I W/ (2) #12 EACH FACE Q. m .- LL LL PERIMETER FRAMING I ®� DRAWN BY KK (3) # 12 SMS DATE DRAWN INTO EAVE RAIL 08/13/18 REVISION H__l CABLE CONNECTIONS AT FOUNDATION 0 A-3 SCALE: NTS H-3 ROOF BRACING CONNECTION DETAIL 0 - H-2 CABLE CONNECTION AT CORNER /(j`_3 SCALE: NTS © _ A-3 SCALE: NTS SHEET NO: A-3- F • \\\1111111//� � 2 � OZ Q _— Cq O UJ Ij CD v o �,// y�• • • •pro\\\ � )EI El w W o a cm � O Lu W Q m J m LLJ c i .2 LL �z Qz Z 2d O WC G Z V o J Q Q � QW W$91cP 1"x 2" O.B. FASTENED TO CORNER Q LJJ umi um+ 2 POST W/ #12 x 1 1 /2" SMS AT 6" FROM V Q N N J I TOP & BOTTOM RAILS. TYPICALLY @ I 7z 24" O.C. 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY • • x SMS � Z in LL, 1/8" x 2" x 2" EXTRUDED ANGLE 5052 IN o •—INTO UPRIGHT CORNER POST I I I H-32 ALLOY EA CORNER W/ (2) #14 x 2" SMS INTO POST & (1) 3/8" DIA. 6„ CONCRETE SCREW ANCHOR INTO CONCRETE " oq /2" SMS (2) #10 x 1 1/2'. - -- - THRU SCREW BOSSES I _-- -._ -- ---F SLAB l FOOTING . ° 2 1/4• MIN CONC 'ANCHOR EMBEDMEM ` 4 Q 2 1/4" MIN CONC SEE PLAN : d ° °° °' Q ANCHOR EMBEDMENT e• ' n• ' SLAB IFOOTING " ., ,' q' < " e•' °•.4 q (/) } V•% SEE PLAN "d q ° SIDE VIEW 0 SIDE VIEW � w }-2"— } CORNER POST W/ 1" x 2" @ I I 11Q s v w w_ (4) #14 x 3/4" SMS INTO POST BACKSIDE (1) 3/8" DIA CONCRETE W C3 n m I 3/8" x LENGTH AS REQUIRED FOR 2 1/4" CONCRETE (2 1S4" CONC. EMBEDREW S I I UPRIGHT PRE -HUNG O j 25 x M J EMBED SCREW ANCHOR INTO DOOR JAMB I r d m .- � Ll- CONCRETE _ DRAWN BY 1"x 2" BASE PLATE / ANCHORED TO CONC W/ 1/4" _ _ _ _ a' _ _ 'e KK CONCRETE SCREW ANCHOR r " P ` • ° DATE DRAWN MIN. 1 1/4" EMBED ~ 4 6" MAX EACH SIDE OF POST e . "• < ' a a a 1" x 2" BASE PLATE ° " ' " 'a AND 24" O.C. MAX ANCHORED TO CONIC WI114" . . < '° 08/13/18 6° CONCRETE SCREW ANCHOR ° :• c ° REVISION ev a. q ° (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST ° a' C e AND 24" O.C. MAX " ZL FRONT VIEW FRONT VIEW SHEET NO: CP-1 CORNER POST TO CONCRETE DETAIL DJ-1 UPRIGHT TO CONCRETE @ PRE -HUNG A-4 SCALE: NTS p,-4 DOOR LOCATION DETAIL A-4 SCALE: NTS 01