Loading...
HomeMy WebLinkAboutConstruction PlanLn LO 0 n MIN. SETBACK REQ, u TNC. 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 SPEED AND EXPOSURE HAVE BEEN DETERMINED USE 3E ADVANCED TECHNOLOGY COUNCIL. '.EBSITE AND GOOGLE EARTH. Loading Criteria 1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section IN 2. Dead Load:2 PSF 3. Wind Load: 3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1. 3.2. Ultimate Design Wind Speed: VucT =150 MPH Nominal Design Wind Speed: Vxso = 116 MPH 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section 2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Patio Cover/Screen Room: Non -Habitable, Unconditioned .y�.10'-0' 'IO I 3X3X0.090 POST Roof ` 1. Roof Type: MONOSLOPE 2. Roof Material: 31• x 12" x 0.019" Four Seasons Building Products Steel Rhino Panel Florida Product Approval Number FL l8d64-R1. c Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the ;q loads imposed upon the existing slab by the proposed construction ifthe existing W2)(DJ slab is a minimum of4" thick and in sound condition. free from structural cracking, spalling, or other deterioration. 0 Specifications �o 1 The followingspecifications no applicable to this P PP protect: 1. All work shall be in accordance with the 6th Edition (2017) Honda Building Code, and any other applicable local codes and regulations. I 3X3XO.09D 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no I POST manufacturer substitution is acceptable without the speck written, signed and sealed authorization ufFlorida Aluminum Engineering, Inc. 3. Screen material shall be 19114 screen unless approved by Florida Alummurn Engineering, Inc. 4. 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". 5. Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 6. 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. 7. Where concrete specifications are required, whether in the screen enclosure scope or no; 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 I,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 196 - ASTMC260 iv. Water reducing agent- ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal amessmies shall confpnn to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTMA185 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 =tire subsurface area for termites in compliance with the F'BC. g. Concrete shall be placed over a polyethylene vapor barrier. IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 8. Ali flashing and weatherproofing shall be provided by the contractor. 9. Door location shall be determined by contractor in the field. 10. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. A-3 A-3 9'-0• 9'-0" 9'-0" 9'-0• 2MSMB 2XSSMB 4TH WALL 4TH WALL g� tO 2X3XO.045 3RHIN0 2X3XO.045 2X3XO.045 o END BEAM PORN" END BEAM END BEAM O 'a N I 0 2X3XO.050 2X55MB EDGE EDGE - - BEAM A-3 BEAM 18'-0" 36,-0" 1•-0• 3•X12•X0.019• A-3 RHINO PAN 2X3H.8. 3X3XO.090 POST 3X3X0.09O POST 3X3X0.090 POST (TYP) 3X3X0.090 p-q 090 m POST POST POST 1X.3 (TYP) (.X�3G,RT L A-2 A-2 A-2 6'-0" 6'-0• 6'-0" 9'-0' 9'-0• 18'-0" 18'-0• Neo A Qr 4(/ M LL ro Q 1 2 o O La :U * ~ C Q Z �V 1•-0• -- 10'-0. 3XMD.090 POST1 3X3XO.090 POST 2X3GIRT J'0J%%JWeV IFOVk Got* Co CO^' 51 ��'8®cc �00 W W W w a Z � FFW W Z J O' z Q Z O duW LA Z V) w LU U. C) K S d F CJ CZ Z . gge c z Q LU Q LU E ao m ozl g U- V) W C 0 LLU1 a a OF O W C7 Q: Z t n W J Q W d N M Z W ir 00 0 d LL TP 01 /23/20 A-1 ALUMINUM MEMBERS DIMENSIONS - *III/ HOLLOW SECTIONS \\\\\,Illll , •, �y��,��� 0" • •• 2 x 3: 2" x 3" x 0 00 `\\\,244, • ; 2x4: T'x4"x0.050" W �•2� 2x5: 2"x5"x0.050" Q O OPEN HACK SECTIONS .,Z o C d W L W Q_ ix2: 1"x2"x0.040" 1x3: 1"x3"x 0.045^ SNAP SECTIONS '�yO �•'•, •• !4 \ • •�� 2x2Snap: 2"x2"x0.045" II y .. '/1100, ,,.. •• \\ 2 x 4 Snap: 2" x 4" x 0.045" I 3" x 3" x 0.090" x 0.097' I SELF MATING (SMH) (2) 3l8"DIA CONCRETE I POST POST 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS I CC 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" (3" CONC. EMBED) I W La 2 x 6 SMB: 2" x 6" x 0.050"x 0.12V' I (2) 315" DIA CONCRETE I Lu d Z 2 x SMB: 2" x T' x 0.057'X 0.124" SCREWANCHORS I 8 2X8SMB: 2"X8"x 0.072"X0.17A" 2x9SMB: T'x 9"x0.072"x 0.124" I 1"x3"OB W/114"CONCRETE INTERNALIEJRERNAL I (3" CONC. EMBED) IMERNAL/EJ(TERNAL I INxR%V8"aFRAL Z 2 x 10 SMB: 2" x 10" x 0.09P' x 0.398" SCREW ANCHORS' 3"x3"x 118"EXTRUDED FROM UPRIGHT 8 POST BASE W/ (2) 3/8" POST BASE M(2) 3/8" W Z 24" O.C. (M.) IN. 3" EMBEDI DIA. THRU BOLTS DIA. THRU BOLTS Q Q O MINIMUM FASTENER EDGE DISTANCE: 12" Z MINIMUM FASTENER SPACING: 3/4" n. W 0 rn a .a •• Q w CONCRETE SCREW ANCHOR: a • : r; w u 2' SIMPSON TITEN HD OR EQUIVALENT • LL O -' SHEET METAL SCREWS(SMS): • °' •: •, O = ITW / BUILDEX OR EQUIVALENT .: ,y 4 .. ..'. C) C H ' a • ... n 4 B-1 Z O B 3" x 3" POST TO CONCRETE CONNECTION DETAIL 3" x 3" POST TO CONCRETE CONNECTION DETAIL Z — A-2 SCALE: MS A-2 SCALE: NTS N� @ J Z bga� a Lu s Q W Z gg�rg 1/8'x7'x2"EX7RUDED Q z 3 s ANGLE 8032 H-32 ALLOY W W/(4)#14x3/4"SMS a o LL INTO DJ o a L42WSLAB/FOOTINGSEE PLAN .: .. CHAIR RAIL MEMBER N O W — --------- W O W SIDE VIEW 0 �� --- ---- p�mw _, ao0 (1) 3/8" DIA CONCRETE 1"x i"x t/8" ANGLE W! m < F SCREW ANCHORS UPRIGHT (21/4"CONC. EMBED) PRE -HUNG DOOR JAMB (2) #14 x 818" EACH FLANGE EACH SIDEOF UPRIGHT ®�G� N W LU 0_ Tn u� O Z W F POSE x a'OW, f V O J - -- - - - — - oee iP�wG � a�maLL DRAWN BY :4 ��X 0_ ® &3 TIP DATE DRAWN x 3" BAS 1"x 3" BASE PLATE ,®®� 1jj WLATE • . ANCHORED CONCRETESCREWANCHOR 4'a•• ��®tG r ()V 01/23/20 (MIN. 11/4"EMBED) J %� 4 6" EACH w ��e� �\® REVISION MAX SIDE OF POST AND 24" D.C. MAX . B"•: ... ..•.'.. ••.- '°••'+ w CHAIR RAIL TO POST CONNECTION DETAILFRONTVIEW SCALE MS a®R eA- © - DJ-1 UPRIGHT TO CONCRETE id, PRE -HUNG �0 4 3HEETNO: DOOR LOCATION DETAIL ® SCALE: MS O M 1) V ''RHINO-� 'WEL ,. \,,`1g111/1 �J #14x3/4"SMSW/ .. \%%, -, / I NEOPRENE FACED #14SMSx3/4"W/ • •• •(y • • WASHER @ 4" O.C. NEOPRENE FACED \\\\\��• 2 •V, WASHER @ 12" O.C, ALONG LENGTH • • 4t U. OF ALL END REAMS d. S Q: coO 0 " J C Z` FLASHING �G••U% 1n 4 .- 2"x 3" TOP RAIL. NO BY OTHERS //eve•••'• Z ANGLE REQUIRED UNLESS J 3"RISER PANEL #14x 3/4"SMSW/ NEOPRENEFACED `' �•• / y • •••'•• • Q \\ SPLICED OR CORNER- ATTACH W/(4)#10 4°LG III II 2"z3" J WASHER ®4"O.C. 3°PAN RHINO PAN PANEL x III I 3 END BEAM //1/1/11 1111►1111�11`\ 3" x 3" x 0.090' III I I Z II UPRIGHT I U- TOPRAILWI III LU/ I CC W w (4)#10x 4"SMS LU Ll 2 x3 INTO POST j j #14z3/4"SMSVJI z M a II.-. TOP RAIL W/ (4)#i 3"x 17'RHINO PAN PANEL NEOPRENEFACED EXISTING' z W UD NT04POST \\,-(3) WASHER Q4"O.C. BUILDING),, W z I 2"x 2"x 3"LG 3/8" DIA THRU BOLTS (3)318"OIA J Q p Q Z _ -- - -- THRU BOLTS 2"z2"x3"LG x 1/8" ANGLE x118"ANGLE 2 x 5 SMB j a Lu Z _._ - - 2"x 5" ISMS 3°z3'x0.09d' I N W 7 (4)#10 x3/4" (4)IHOx 3l4" POST LL O 0 SMS IN' SMS INTO 3" x 3' x 0.090'. SCREW BOS SCREW BOSSES POST _I d. ~ (2) INTO TOP RAIL (2) INTO TOP RAIL j (2) INTO POST (2) INTO POST CONNECTION AT CORNER CONNECTION AT SPLICE S_� S-Z RHINO PANEL TO POST G 4TH WALL DETAIL ? U z HINO PAN ROOF TO POST CONNECTION A-3 SCALE: NTS - IU 'o i S SCALE NTS A-3 C) X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT z' SCALE NTS A-3 Pip; -'�^^' s Q w Comm Qw= ❑ z pm& 0 0z LL Lu #14 x 3/4" SMS W/ #14x3/4"SMSW/ #14 SMSx 3I4"WI NEOPRENE FACED FLASHING #14 SMSz 3/4"W/ NEOPRENEFACED WASHER 0 4" O.C. 3" x 12" RHINO NEOPRENE FACED WASHER Q 4- O.C. OTHERS NEOPRENEFACED `PAN PANEL WASHER ® 12" O.C. #14 x 3/4" SMS W/ WASHER ® 12" O.C. / ALONG LENGTH 3"x 12" RHINO NEOPRENE FACED 3"x 12" RHINO ALONG LENGTH AL OF L END BEAMS PAN PANEL WASHER 4O.C. (1 ' PAN PANEL OF ALL END BEAMS 2" x 3" TOP RAIL wl (4) #10 x 4" SMS INTO POST O- 1 0' F LLI of 2"x Z'x 3"LG w LU x 1/8" ANGLE w 2"x3"x0.050" a EXISTING I a l 8MS11NT04 0 Q (2 LU Q END BEAM m BUILDING o m 0 7 — J — — 3/8" DIA s -_ — j' SCREW BOSSES m J _ — THRU BOLTS I —' — — """' '_"" -"' _' """ '- (2) IMO TOP RAIL N w w 0- (1) n 112"x21/8"x112"x O.062" ALUM RECEIVING CHANNEL I I (3 TOTAL) j (2)INTO POST Z J W Q LU m W/(3)t172x 3/4"SMS EACH SEAM 8 3/8" DIA 2"xB"SMH 11/8"x2118"x 112"z0.08Tz3"LONG M RECEIVING CHANNEL W/(3) 2°x5"SMB }}Z K 0 O J d m 0- LL SIDE OF (2) THRU BOLTS INTO THE POST 3/8"DIA THRU BOLT I / 3"x3"x .099' #14x3/4"SMS EACH SIDEOF I #14 BEAM 8 (2) 3/8" DIA. THRU BOLTS INTO POST 1 1/8" x 2" z 1 1/8"x 5" z 0.062" ALUM RECEIVING CHANNEL W/(4)#14x 3/4"SMS INTO ���\p/�® ® y�� NV DRAWN BY TP 2"z8"SMB 1 POSTEACH SIDE OF BEAM 8 (4) #14x 1" EMS INTO CORNER POST �P\� n V ®®� ®�C UtAly D 01/23ATE /220 DRAWN 3•'x 3"x CIE REVISION POST P POST �� m LU 1 S-3 HIND PANEL TO CORNER POST 0 4TH WALL DETAIL S-4 RHINO PANEL TO CORNER POST CONNECTION S-5 HINO PANEL socc ®� ROOF TO POST CONNECTION ®O SCALE: NTS A-3 SCALE: NTS A-3 SCALE: NTS _ 3 IT I A- 3 NIA .1 2" x EDGE 3" RHINO PAN ROOF PANEL • • 0 2" x 3" x 0.045" KNEE BRACE e e 11/2'x21/8"xi 1/T'x 0.062" x 3" LONG ALUM RECEIVING CHANNEL W/(3) 012 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST #14 x 3/4" SMS Wf NEOPRENEFACED WASHER @ 4" O.C. x 3" x 0.090" S-7 KNEE BRACE CONNECTION DETAIL A_n SCALE:NTS i N LL �QZ o 0 o'yS M o ///W/I111111111111 c w ui Lu o z m z Z z J Q Q 0 Z z aW W LL O - 7 x 1 a _C C c C G C Z o z z m 0 i J up N $ 2 5 zM3 � J j , 6 n R Q W w a Lu m m Q z O z a o ytttF C ILL #14 x 314" SMS W/ NEOPRENE FACED WASHER ® 12" O.C. #12 x 3/4" SMS W/ 3" RHINO PAN n z I ALONG LENGTH OF ALL NEOPRENE FACED END / CROSS BEAMS ROOF PPNEi� /-WASHER T@ 4" O.C. c 2" x 3" x 0.045" END BEAM 12" MAX 2"x3"x 0.045" KNEE BRACE 11/Y'x21/8"x112"z 0.062" x 3" LONG ALUMM RECENGC14ANNELW/(3) #12 x 3/4" SMS EA. FACE & (3) #12 x 3/4" INTO POST A S'$ KNEE BRACE CONNECTION DETAII, A-4 SCALE: NTS G V) M HF w�w Q Z FR FQ — U) W U 507) Q LU WF- d 0Of Z J H 0zrwOf d $ rn (L ILL DRAWN BY TP 01 /23/20 A-4