Loading...
HomeMy WebLinkAboutBuilding PlansCONTRACTOR: K & S INDUSTRIEF - 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 Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high wind areas, 2010. 3. ASCE 7-10. 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: VuLT =145 MPH, VASD =112 MPH, as required by local .jurisdiction. 3. Exposure Category, Paragraph 1609.4.3: B 4. Screen Roof Enclosure Table 2002.4 Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing 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: L 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 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. 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. 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. 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 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. Roof Type Roof Type: �— 8'-0' " CONCEALED FASTENERS OR ATTACHMENTS ARE THE RSSPONSlBIL1TY OF THE __ �. 0) 0 CEIti'r D SLR � .1 W6 CONTRACTOR OF _ 2 w � co R �- - o v~i PROFAtONb \AL `ILh'�'COPY L- " 4r-O' 44'-W THESE P! ANS AND ALL PRG;JOS�o WC-Irdo ARE SUOJECT TO ANY CO ECTIONS REQUIRED 6Y FIELD 174SPECTOPS THAT '.,I.-�Y EE NECESSAPlY ICJ CftTo - CL-11AM Yff-4 -41! APPLICABLE CCOES. O I N %GGv- cy ST. LOCIE COUNTY . BUILDING DIVISION REVIEWED FOR COMPLIANCV REVIEWED BY. DATE © . 'PLANS AND PERF IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE G U J Q Z_ Ln � rumg25 m Q W WLL4'4' Q LLJ z3� 5z� in w ? 0 W Q WU O � J V Q C0 co DO�"Cl) d2 r,a. ii DRAWN BY TP DATE DRAWN 08/25/16 SHEET NO: A-1 ALUMINUM MEMBERS DIMEN;" _- S� '� w� ) 1/8" x 2" x 2" EXTRUDED 1 vv �� HOLLOW SECTIONS ANGLE 5052 H 32 ALLOYEA A •��/� ,i 2 x 2: 2" x 2" x 0.046" \\\ �`•' � 2x3:27x3"x0.050" SIDE 2 x 4: 2" x 4" x 0.050" 2 x 5: 2" x 5" x 0.050" UPRIGHT _ = O ; w � co L copy O = W _ * Q OPEN BACK SECTIONS 1" 0.040" I®L uZ] O r rn I x 2: x 2" x 1 x3: 1"x3"x0.045" 1"x 2" O.B. BASE PLATE -TYP ��• \ SNAP SECTIONS 2 2 Snap: 2" 2" x 0.045" 1 1Pl' MIN CO ANCHOR EMBED 2114'MIN COJTa/ .ANCHOR EMBEDz• ' � ..........\ // . • � • x p x , 2 x 3 Snap: 2" x 3" x 0.045" MINA' 4-1 Sd MIN EDGE DISTANCE FROM " SLAB /FOOTING ° ' EXTERIOR OF COLUMN TO '.. 2 x 4 Snap: 2" x 4" x 0.045'> • ;, ,� • v SEE PLAN + OUTSIDE EDGE OF SLAB PROFE SIONAL SEAL SELF MATING (SMB) SIDE VIEW I I 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" (1)1/2" DU\. THRU BOLT w/ NYLOCK 21/2" x 1/8" x (GIRT OR PURLIN I I 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" JAM NUT - IN LIEU OF NYLOCK JAM WIDTH + 1/2" x BEAM DEPTH OR UPRIGHT DEPTH -1/2') I I ❑ 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" NUT, JAM NUTw/THREADLOCKER (2) 3/6" DIA. CONCRETE MAYBE USED ALUM BACKING PLATE I I Q 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" SCREW ANCHORS I I TIGHTEN TO CONTACT -DO NOT O W 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" (2 1/4" CONC. EMBED) OVERTIGHTEN I () to n 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" I - - - - I W c- pt: � m MINIMUM FASTENER EDGE DISTANCE: 1/2" - LL 0 Z Q MINIMUM FASTENER SPACING: 3/4" m, I (4)#10 x 1 la' SMS INTO O W W co CONCRETE SCREW ANCHOR: ® ° a ° 0 1" x 2" BASE PLATE ANCHORED TO 2" x 2" OR 2" x 3" SCREW BOSSES MEMBER I W W p; f y SIMPSON TITEN HD OR EQUIVALENT : '• ! a .Q . « CONCWI1l4"CONCRETE SCREW 4 ANCHOR (MIN. 1 EMBED) I I Z LJJ N 0 SHEET METAL SCREWS (SMS): SLAB / FOOTING b E 6" MAX EACH SIDE OF POST AND I I Z W _ W ITW / BUILDEX OR EQUIVALENT SEE PLAN �� ,; ^; ;, 24" O.C. MAX u u w �n F- LL FRONT VIEW SNAP OR SELF -MATING BEAM Li ONLY CC G B 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL SCALE: NTS C PURLIN OR GIRT TO BEAM OR POST DETAIL z U J A_2 ^ _� SCALE: NTS ? /1 THESE- F''1 "��l S AND ALL PR IPOS�'ry/�p� N � $ $ � S oZ—c ARE !3U.OJEi jT To :1jv I Ljli� l lGlr 1 i:31VJ auu W W, m m z REQUIRE-1) BY MELD rNISPECTORS THAT O uZac�� u Ia1Ciir �� �b'1�1.�is�"�.: �oi+�e :Z�2 i1iYa�I T� '-' 3 2 3116" 5052-H32 GUSSET #14 SMS 1 1/4" O.C. '� �A�v� ,' ll`l;� -�I i/�-/�,;�� CGIIIII �1 �� 1 1 � kil: T:..i `J�.. E COMES. t"'ou� z p Vi W M u W 2" x PURLINS ATTACHED TO NOTE: BEAM w/MIN (4) #10 x 1 1/2" SMS 2 x 2" PURLIN -NOTCH BOTTOM CENTERLINE OF BOLT TO PLACE WASHER UNDER SCREW FLANGE TO OVERLAP UPRIGHT ANY FREE EDGE TO BE MIN 1" 2" x BEAM IN GUSSET CORNER _SMB NOTCHED OVER UPRIGHT (SEE A-1 FOR SIZE). — — — — 2 x 2" x 1/8" 5052 - H32 ANGLE EA SIDE OR #10 x 1 1/2" SMS @ 1" FROM UPRIGHT & 24" O.C. � ,� j `E 2 x 2" x 0.062" 5052-H32 RECEIVING i CHANNEL N / / EAVE RAIL (SEE A-1 FOR SIZE) INTERNALLY SCREW THRU BEAM W/ (3) #10 x 1 1/2„ - - - - n ° PA.D�Q � • i 2" x 2" EXTRUSION W } 5 W I / �' �•�:•' � '`� ,.` / —of — / 1 1/4" TYP a,. 1" x 2" x 0.044" OPEN BACK INTERNALLY SCREW TO UPRIGHT W/ (2) #10 x 1 1/L" (2) #12 x 3l4" EACH LEG Q O U LL 1"x FASTEN TO EAVE110 RAIL _ i W/ (2) #10 x 1 1/2" INTO (1) 1/2" DIA. x 21/2" THRU BOLT 5/8NP / \ /5" SMS & FASTEN TO EAVE RAIL W/ I I EACH SIDE - SCREWS SHALL #10 x 1 1/2" SMS SPACED 6" FROM ENGAGE BOTH PURLIN AND UPRIGHT AND AT24" O.C. I UPRIGHT 0 X W W U) co � O F T SCREW BOSSES I W/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM NUT, JAM NUT I 23„ ,. -- -- \._ 3„ 8 - -- 8"- - - I I O (D o_ � O. J r I W/ THREADLOCKER MAY BE USED X28 NOTCH POST AS REQUIRED I I ' n. 0- lL 1" 1" 2" NOTCH @ INSIDE OF MIN I MIN UPRIGHT FOR BEAM 5' / / / $„ FOR 2" x 2" EAVE RAIL I UPRIGHT I I DRAWN BY TR I 51, NOTES: S DATE DRAWN I I 1. GUSSET DIMENSIONS ARE MINIMUM (2) 2" x _SMB UPRIGHT INSTALLATION REQUIREMENTS: (SEE A-1 FOR SIZE) REQ'D - (1) EA SIDE OF BEAM - MAY BE 08/25/16 BOLT IS TO BE INSTALLED AS TO INTERNAL OR EXTERNAL REVISION NOT DAMAGE BASE MATERIAL 2. AS BEAM SIZE CHANGES, ADD OR 1 DO NO OVER TIGHTEN. SUBTRACT SCREWS TO MAINTAIN 1 Ilf' C/C SPACING. 2 _ 3. GUSSET LENGTHS REMAIN CONSTANT, WIDTHS CHANGE TO MATCH BEAM SEE. © _ r UPRIGHT TO BEAM CONNECTION F SHEET No: A-2 SCALE: NTS E SLOPED PURLIN CONNECTION DETAIL SCALE: NTS TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL -RIGID MEDIUM /� _2 !1 A-2 A-2 SCALE: NTS (2)1"x2"x118"FLANGED CHANNEL NOTE: GUTTER BRACE W/ (2) 3B" x 7' LAG SCREWS REQUIRED AT ALL BEAM. (2) W' DIA. x V LAG SCREWS FOR SPANS GREATER THAN 30'-0" • • • ��i OR UPRIGHT ATTACHMENT POINTS �\� �i� •' i W/ (2) #8 X 3/4' SMS INTO GUTTER LIP & (1) BRACKET @ MIDPOINT \ Q• ; BETWEEN BEAMS �• C) Q w A. W : 10 10 2" x 2" x 1 /8" x 4" ANGLE _ yy T ~Q 1"x 2" x 0.W' OPEN BACK W/ (2) #10 x 21/2"SMS THRU PROVIDE #14x 1"INTO EACH W ME AS INDICATED i/ ;• BEAM INTO SCREW BOSSES BELOW !i j z i �;• rim• � � • • \ \ • NOTE: // '�S ///� • •yy I \ \ — — — CONNECTION DETAILAT T �� \\ EAVE IOIL / PR6 L SEAL j (4) #10 x 4" SMS THRU • • SIMILAR 56`5��' "I' CORNER POST INTO • • CHAIRRAIL SCREW MATING j€#Ll Fl c 0 pl, sm�BOSSES ELEMENT j (1) 3/8" DIA. x 4" LAG SCREW INTO EXISTING OVERHANG FRAMING Ld RAFTER TAIL CORNER POST u W � I 1/8"x2"x2"x2"ALUM • •• LLI 2" x 2" OR 2' x 3" I ANGLE W/ (4) #14 x 2" SUPER CONTRACTOR TO VERIFY I I IY Q MEMBER SMS EACH FLANGE GUTTER 2' x 4" FASCIA- IF LESS 6063-T6 ALUMINUM I I LL � EACH SIDE OF BEAM THAN 2" x 4" FASCIA, 2" x 4" 4" x 4" x 1/8" PLATE I / Q OZC v p� 0.062" BACKING PLATE ON SUB FASCIA SHALL BE PLACED OVER, LENGTHEN W/ #14 x 1" INTO EACH I / W O c d to INSIDE OF GUTTER LAG SCREWS TO FULLY MEMBER AS INDICATED / K-BRACE: lJJ z z CORNER POST 21/8" x 1 1/8" x .062" (MIN.) PENETRATE SUB FASCIA IF OTHER FASCIA, ADD 2" x • FRONT WALL: 2" x Wx 0.04&' / SIDE WALL: 2" x 2" x 0.04&' Z w z w �! 0 W ALUM RECEIVING CHANNEL W/ MIN. (2) #12 x 3!4"SMS 4" PT FASCIA w/ 1/2" LAG • • I • • • — — — — — (7 z - w u _ = = BOLTS -1 112" INTO TRUSS W N_ = TAILS -COUNTERSINK — — — — — — — C-2 FLUSH. WHEN INSTALLING 1/2" LAG BASE PLATE GIRT TO CORNER POST DETAIL SCREWS, SCALE: NTS PRE -DRILL w/ 3/8" DRILL TO A-3 PREVENT SPLITTING. M Z G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL U SCALE: NTS ORNER K-BRACE DETAIL (*C JA_3 � SCALE: NTS J - 1(lppliipp4CL PLANS AIj p �lAtpM tZ Z$$ 6 N � m c5 ARE EISOJECT TO ANY COMMIT;CAI,, _ a W W�cpc w L / 1 :EQUIREU BY FiZELD INSPECT10IRS THAT O OC Y1 en en U. V Z I Q N N = .VY BE NECESSAW IN (MOM To Z U' '^3^^ c SELF MATING � W 'o � � � LL BEAM Col"'PLY VIiT4 A,-L APPLICA-ME COMES. PURLIN 2" x 2" x 1/8" ANGLE x 8" LONG PROVIDE #14 x 1" INTO EACH MEMBER AS INDICATED' BELOW WOOD: #10 x 3" WOOD SCREWS, S' FROM GIRT & @ 12" O.C. N CONC: 1/8" EXTERNAL BACKING PLATE 6063-T6 ALUMINUM L Q 1/4" DR. x 3" CONCRETE (2) #14 x 2" SMS 4" x 8" x 1/8" PLATE SCREWANCHOR.6" _—. _ ._______ _ ___ _ _ _INTO — J -- - - ---- -- ----- -- _ -� W/ #14 x_3" --- - - \ �— FROM GIRT & @ 24" O.C. I\ EACH MEMBER I � � Lll _ (4) #10 x 1 1/2" INTO INDICATED QO U SCREW BOSS DETAIL #2 \ • LL J _ K-BRACE: \ •\ I • FRONT WALL: 2" x 3" x 0.W' I } X I- (O Lu ED Go • - I SIDE WALL: 2" x 2" x 0.049' _ — • I — — — — — O O co ----- • • • • I d co d ri V2" GIRT • • • I / DRAWN BY x 2" OR 2" X HOLLOW I • TP I SECTION GIRT3`' K- BRACE: / • I GIRT DATE DRAWN 211x4"x1/8 STRAP FRONT WALL: 2" x 3" x 0.046" SIDE WALL:2"x2"x0.046" I 1"x2" // 4" (MIN) UPRIGHT REVISION 1 2" x 2" x 1/8" ANGLE OVER TOP I _ OF EAVE RAIL W/ 1/4" DIA I I THRU BOLT DETAIL #1 Q - C"1 1X2 TO HOST STRUCTURE DETAIL H-3 H-2 SHEET NO: A-3 SCALE: NTS ROOF BRACING DETAIL INTERMEDIATE K-BRACE DETAIL A-3SCALE: TS A -3 SCALE: NTS A-3 ." r Qom,.• ; u. A., uj 2 j Z . f '�,,'�S • ' *'PRO` . ! PROFESSIONAL SEAL opy E] - i .f r C Ld 0LLI LdCL Lu LL z 0 v cc C) C)m am W �� �� W z z z Z W w uj.A I�LOIS AND ALL P�ROPOSUE) d�0- ( � �" x W i Z Lu 2 = ARE SOJECT TO ANY C0RAaCTIok!s W N LL F LL REQUIRED BY FIELD INSPECTORS THAT 2 •1..'Vf CE NECES4A Y IIj .ofI DER To D CCTPLY Ali 191 A L APPLI A-91".E GEES. 4 Q Z og a H z^ 5 QLLJJ wsmm 1 " x 2" O.B. FASTENED TO CORNER O W W in W POSTW/#12xl1/2"SMSAT6"FROM U Z �aNN mu TOP & BOTTOM RAILS. TYPICALLY Z C7 0o 1/8" x 2" x 2" EXTRUDED I I I I 24" O.C. m. "" s ANGLE 5052 H32 ALLOY • • (4) #14 x 3/4"SMS N W g s • • INTO DJ ANGLE CORNER POST I H 32 ALLOY EA CORNER W!(2) #14 x 7' I I I SMS INTO POST & (1) 311 DIA. 6' CONCRETE CONCRETESCREWANCHOR INTO 'b v CONCRETE 9 ',.e•'• (2) #10 x 1 1/2" SMS I — 21W MIN CONC THRU SCREW BOSSES _ SLAB / FOOTING .A ANCHOR EMBEDMENT 21/4" MIN CONC SEE PLAN a ` o b ANCHOR EMBEDMENT SLAB / FOOTING ° N b SEE PLAN a W --- --- ' 3e —SIDE VIEW—= _ _� — _ •, ,,- .. .< SIDE VIEW Q ofU . �2"� CORNER POST W/ 1"x 2" @ LL 0 J (4) #14 x 3K' SMS BACKSIDE j 0 W (1) 3/8" DIA. CONCRETE INTO POST W Ir � (q co SCREW ANCHORS I I 2" x 2" DJ I I 3/8oli " x LENGTH AS REQUIRED 0 0 co F (2 1/4" CONC. EMBED) I I FOR 2 1/4" EMBED CONCRETE U Ix 0 J SCREW ANCHOR INTO d a LL CONCRETE 1" x 2" BASE PLATE — I DRAWN BY ANCHORED TO CONC W/ 114' �@ >• ; ®77 CONCRETE SCREWANCHOR d°• - TP (MIN. 1 1/4" EMBED) DATE DRAWN 1" x 2" BASE PLATE s �' 6" MAX EACH SIDE OF POST o• v AND 24" O.C. MAX 08/25/16 ANCHORED TO CONC W/ 1/4" $ �• a : • ' CONCRETE SCREWANCHOR ��@ REVISION (MIN. 1 1/4" EMBED) e 4 - a 6" MAX EACH SIDE OF POST A °a • a a . ♦ p , 1 AND 24" O.C. MAX < FRONT VIEW FRONT VIEW SHEET NO: DJ-1 DOOR JAMB TO CONCRETE DETAIL A-4 CP-1 CORNER POST TO CONCRETE DETAIL®� SCALE: NTS Ali SCALE: NTS