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HomeMy WebLinkAboutBuilding PlansCQNNTRACTOR: Southem Screen Solutions Inc. DESIGN CRITERIA: \,,,,1�111111* ApplicableCodes, Regulations, and Standards 40 4 •.•'•••••••'••.•• �' 1. The 7th Edition (2020) Florida Building Code, specifically Chapter 16 Structural • Design, Chapter 20 Aluminum, and Chapter 23 Wood. : C" LL 6,• 2. AA ASM 35 and AA ADMl Specifications for Aluminum Structures, Part 1-A of the 01 Aluminum Design Manual prepared by The Aluminum Association. and the AAF . Guide to Aluminum Construction in FTigh Wind Areas. a: w W W : • 3. ASCE 7-16. = 0 Loading Criteria o Q •• ! Z 1. Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I •••. . • Cb 4i�0 °••.••••••••. •• •�(�� Section105.1 2. Dead Load: 1 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: Vm.T =150 MPH, Nominal Design Wind Speed: VASD =116 MPH. LJ I LLIW 3.3. Exposure Category, Section 1609.4.3: Exposure C A-3 d 3.4. Screen Enclosure Section2002.4 Z 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- to 12'-0" C7 Screen Room: Non -Habitable, Unconditioned 0 ZLLJ LD Roof Type J 1. Roof Type: MONOSLOPE C 2XDJ Z Q 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam, Z DJ-1 p' Z Florida Product Approval Number FL 7561-R5. I A-4 0 Z Foundation Design N 2X5SMB W U Existing concrete. No additional concrete footing or slab is required to resist the 2X7SMB LL0loads FA-2 B-2 0 _ A-3 imposed upon the existing slab by the proposed construction ifthe existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. tl Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the 7th Edition (2020) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization ofFlorida Aluminum Engineering, Inc. 3. Screen material shall be 18/14 screen unless approved by Florida Aluminum 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 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: i. Reinforcing Bars - ASTMA615, 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. 8. All 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. 0 I 0 I 1� 3'X48"X0.024" 1.0# DENSITY FOAM COMPOSITE PANEL 2X4XO.050 2X8SMB C 2X3GIRT A-2 (TY') X2 1X2 �IrcTYP)4 'I 2X4XO.050 CP-1 B A-2 A-2 12'-6" 1X2 2X3GIRT I in 1X2 I 12'-0" - 1 CJ ^ = Z � Z 'S�jQy{�,mto o �Z LLJ Q Z -aUa� W J Z o J UJ LL LL W N > 0 LU t]C � f0 Q 10 � Q Q LLJ O CO C.UN<tJi O 7�3 DRAW BY piEVIEWE® FOR DATE DRAWN C®MPLIACE 5i REVISION CODE LCCIE COUNTY © - ST. EOCC FA - ALUMINUM MEMBERS DlMMNSIONS 111fflfj ff/ ,`,,,111111 HOLLOW SECTIONS 2x2: 2"x2"x0.046" 1 /8" x 2" x 6" EXTRUDED �� �C/ ••� ♦♦ _ �'•• / /i to �� 2 X 3: 2" x 3" x 0.050" 2 4: 2" 4" 0.050" ANGLE 5052 H-32 ALLOY ♦ M • LL6- x x X EACH SIDE W/ (6) #14 x 3/4" UPRIGHT d Q co O 2 x 5: 2" x 5" x 0.050" SMS INTO THE UPRIGHT & 2" x 2" EXTRUDED p (2) 3/8" DIA. CONCRETE 1/8" x ANGLE 5052 H-32 a W (o LL, OPEN BACK SECTIONS SCREW ANCHORS (2 1!4" CONC. EMBEDMENT) ® ALLOY EACH SIDE L 1 x 2: 1" x 2" x 0.040" m m o N °•U V; 0 1 x 3: 1" x 3" x 0.045" 1" x 2" O.B. BASE aS_ % Z (� Q m m o PLATE - TYP �/ '•e /'// • • G> •!�� SNAP SECTIONS d ° + 21/4'MR•j;OONC '• aQ Ot. •••••. /,r.� \\ o••••'••• \ 2 x 2 Snap: 2" x 2" x 0.045" • 4° e ANCMOREMBEOMBlf 2" MIN EDGE 9° ° �� 2 X 3 Snap: 2" X 3" x 0.050" u ° e DISTANCE FROM I a / /f//fffl 2 x 4 Snap: 2" x 4" x 0.045" SLAB FOOTING •� p' ° ^ , EXTERIOR OF 21/2" x 1/8" x (GIRT OR PURLIN 1111111�1, •, . , p .2" MIN.. ' COLUMN TO OUTSIDE WIDTH + 1/2" x BEAM DEPTH SELF MATING (SMB) SEE PLAN d +' a ° ' . a '• EDGE OF SLAB OR UPRIGHT DEPTH -1/2') 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SIDE VIEW ALUM BACKING PLATE 6063-T8 ALUMNINUM W W 2 x 5 SMB: 2" s 5" x 0.050" x 0.100" �- 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" 112" DIA. THRU BOLT w/ I z 2 x 7 SMB: 2" x 7" x 0.05T' x 0.120" NYLOCYLOCKK JAM NUT - I N LIEU OF JAM JAM — c = _, m (3) 3/S DIA. CONCRETE ADLOC NUT, JAM NUT w! THREADLOCKER 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" SCREW ANCHORS MAY BE USED z Z 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" (21/4" CONC. EMBED) TIGHTEN TO CONTACT - DO NOT s . = — = e NJ z 2 x 10 SMB: 2" x 10" X 0.092" x 0.398" EACH SIDE OF UPRIGHT OVERTIGHTEN (4) #10 x 1 1/2" SMS INTO _j ccMINIMUM CHAIR RAIL MEMBER SCREW BOSSES I z Z FASTENER EDGE DISTANCE: 1/2" a W MINIMUM FASTENER SPACING: 3/4" N Z _ _� _ _ a d° I I Ln N Q uj CONCRETE SCREW ANCHOR: °. :' • • , a . c 1" x 2" BASE PLATE ANCHORED lWl J SIMPSON TITEN HD OR EQUIVALENT a ° b •' 4 TO CONC W! 1/4" CONCRETESNA OR SELF -MATING BEAM O Qfi _ SHEET METAL SCREWS(SMS): 'd <• SCREW ANCHOR (MIN. 21/4" e"' ' ONLY ITW / BUILDEX OR EQUIVALENT SLAB! FOOTING a q , / a EMBED) 6" MAX EACH SIDE OF Q_ SEE PLAN ° ` • a POST AND 24" O.C. MAX FRONT VIEW U o Z N B 2" x 8" SMB UPRIGHT TO CONCRETE DETAILS C CHAIR RAIL TO UPRIGHT DETAIL _Z C7 q� -- u A_2 SCALE: NTS p _n SCALE NTS J Z j m ^m J W w Q W a W v LLI z Z W Z 1 " x 2" O.B. FASTENED TO CORNER O z L p POST W! #12 x 1 1/2" SMS AT 6" FROM ,J W LL TOP & BOTTOM RAILS. TYPICALLY @ LL 1 /8" x 2" x 5" EXTRUDED I I I 24" O.C. ANGLE 5052 H-32 ALLOY EACH SIDE W/ (6) #14 x 3/4" UPRIGHT 1/8"LE 5052 x2 x 2" EXTRUDEDLOY SMS INTO THE UPRIGHT & CORNER POST I I I H-3 ALL EA CORNER W/ W/ (2)#14 x 2" H-3 (2) 3/8" DIA. CONCRETE I 1/8" x 2" x 2" EXTRUDED ANGLE 5052 H-32CONCRETE SMS INTO POST & (1) 3/8" DIA. SCREW ANCHOR INTO SCREW ANCHORS - ----(2-1/4"�ONG.EMBEDMENf)- ® - ALLOY -EACH SIDE - - - - - 16- - I -CONCRETE -- -- - --- — 0 0 ® m o 0 1 " x 2" 0. B. BASE I 2 #10x11/2"SMS () — PLATE - TYP I THRU SCREW BOSSES d a , eTiw•.Mig:coNq ' WOOD: I #10 x 3" WOOD SCREWS, 6" 2 1/4" MIN CONC '• °HO EMBEDMENT 4a e 2" MIN EDGE I FROM GIRT & @ 12" O.C. +� ° a. °• ANCHOR EMBEDMENT ° e„ , o d • °•' •' ° DISTANCE FROM I CONC: SLAB! FOOTING a a a ; ° EXTERIOR OF I 1/4" DIA. x 3" CONCRETE I SEE PLAN °a; 4 a, . $e W (n d e COLUMN TO OUTSIDE SCREW ANCHOR, 6" ; SEE PLANOTING d-MN—o} ° EDGE OF SLAB I FROM GIRT & @ 24" O.C. SIDE VIEW I (4) #10 x 1 1/2" INTO SCREW BOSS SIDE VIEW Q (1) 1/2" DIA. THRU BOLT w/ NYLOCK JAM NUT - IN LIEU OF NYLOCK JAM — - — ` — �' — 2" CORNER POST W/ 1" x 2" @ � � ` y , 0 fn 1/8" x 2' x 2" EXTRUDED BACKSIDE V p co � (3) 3/8" DIA. CONCRETE NUT, JAM NUT w/ THREADLOCKER MAY BE USED I ANGLE 5052 H•32 ALLOY W O U � SCREW ANCHORS (21/4" CONC. EMBED) I I TIGHTEN TO CONTACT - DO NOT V — -- — W/ (4) #14 x 3NT0 DJ 3/8" x LENGTH AS REQUIRED O O J M EACH SIDE OF UPRIGHT OVERTIGHTEN I I FOR 21/4" EMBED CONCRETE Q N Q J d U SCREWANCHOR INTO (V d LL — _ _ — _ I 2" x HOLLOW 1"x 2" BASE PLATE - I CONCRETE DRAWN BY d °' SECTION GIRT ANCHORED - - — CONC W/ 1114 ;11 a < - I y' TP DATE DRAWN °. .d: a 1" x 2" BASE PLATE ANCHORED 1 x 2 CONCRETE SCREWA CHOR (MIN. 1 1!4" EMBED) R WE® FOR �IE " a °d, "• a TO CONC W! 114" CONCRETE SCREW ANCHOR (MIN. 21/4" IL I 6" MAX EACH SIDE OF POST ° , ° e AND 24" O.C. MAX y $ 4 a ' COMPLIANCE 02/15/21 REVISION , 6, .° SLABlFOOTING a EMBED)6"MAX EACH SIDE OF ° _ < DE 6. SEE PLAN :° '' e' <� ° •' POST AND 24" O.C. MAX 4p s 9T■° p ��i CIECO� V t NTY - _ © FRONT VIEW p/\, BOC C-1 1X2 TO HOST STRUCTURE DETAIL FRONT VIEW B-1 A_rf L SCALE: NTS 4 _ SHEET N0: 2" x 7" SMB UPRIGHT TO CONCRETE DETAILS CP-1 CORNER POST TO CONCRETE DETAIL A-2 SCALE: NTS A-2 SCALE: NTS A-21 N 0 � •. i :-� LL 4.,�Q O O ;2 o 2a :W `° H WOOD HEADER: N (1) 3/8" DIA. x 3" LAG SCREW INTO HEADER i �• % Z CONCRETE HEADER: i �� •• (1) 3/8" DIA. x 3" CONCRETE SCREW 3" COMPOSITE ROOF FLASHING -INSTALL �� '•�• •' ANCHOR INTO HEADER W/#14x4"SMSW/ UNDER EXISTING DRIP EDGE � O ',woo •••• •. !(` , ••••.•• WASHER 6EO.C. JAI: FACED @ 3"x 0.062" EXTRUDED RECEIVER CHANNEL sc. s % •. ;�;q7;+; •° ,•'r� #14 x 3/4" SMS @ 6" O.C. EXISTING I HEADER I c:'v •,• ,,.,�;,rrt'. "+.; t:^q.c�".+aT4'41�:1Lf'1'i'i'.<yM '?i �t`.:+ vt. e, .r h a nl, i; • t'� }: �� p•4++' <( '+• 1*fir:;? kr * TOP AND BOTTOM N a �ti:? is i. + 1'{7 •: .?rr�1�.�,e tiG=_v i'i^ v"r;; r' aSe� 1 W/ 1 1/2" DIA. NEOPRENE W W WASHER @TOP SCREW ONLY IJJ f3 — — — -- — — — — — — -- — — — '—' — — •�, ... ,. ..,jam z -ryk,°; �'Y4'iaK'ix`�'rtN+"':'Z-: eb. r,:Fr' v 4 '•'f ici•:%! '{' ii sii z l0 1"x 2" HOLLOW SECTION s e — — . ®:'»E.:, :r;rr.«'"'�. K• :^.yn 4• �s_r .s'-':;•" L CONC. HEADER: 1/4" DIA. x 2" CONCRETE �3" ¢ z SCREW ANCHOR 6" FROM 2"x 2" x 0.125" ALUM ANGLE W/ POSTS AND @ 24" O.C. (4) #10 x 2" SMS EACH SIDE I x 2" INTO SCREW BOSS HEADER BEAM I 1/4" DIA x 3" �LAGSCREWS z d W 0 y) N (4) #14 x 3/4" SMS INTO UPRIGHT WOOD HEADER: z LLJ I 3" COMPOSITE PANEL @ 12" O.C. W G U CO -� 6" FROM POSTS AND @ 2SCR2" SNAP OR UL O.C. SELF -MATING t^� _ BEAM ONLY I= 2" x UPRIGHT d B-2 S-1 COMPOSITE PANEL TO FASCIA DETAIL POST TO HEADER DETAIL A-3 SCALE: NTS z z n SCALE: NTS /�1-3 S COMPOSITE ROOF TO POST CONNECTION SCALE: NTS r� o " , z A-3 � LL LL •-. r. Q W z LLJ C"' LL ¢ NN '' ��••••tt O L ^ $ C JO _l W LL LL #14 SMS x 1" MIN. LONGER - - - - - - - - CONC. HEADER: 1/4" DIA 3" CONCRETE EXISTING HOST WALL #14 x 4" SMS W/ NEOPRENE FACED WASHER 1 1/2" DIA. NEOPRENE @ 12 O.C. ALONG LENGTH x SCREW ANCHOR @ 24" O.C. FACED WASHER @ 6" O.C. OF ALL END BEAMS WOOD HEADER: EXISTING 1/4" DIA. x 3" WOOD SCREWS j ry in ` ` 11 l HEADER @ 12" O.C. 3" x 2" END BEAM / r �.W : �, . i icy?:'' j '•t f i. a 4rtj '`iai�4°,e�iy`�. ., §1 5?ai, )Y , 17f }:�,'4'�r.t., .L,. 'tiS'`r� ,, hx,.•.e•i!..ti.ri r.1}. 't%� C.r,f;4"•ti.ttj Y''l+.M � T �I:rY1R.F;,4.. ii`tr.r N 0 ni ,,r' t u :.• ;�.�:d •r`;:',!"i\N}t.1AfiriC/ 'i.i.. (rt7 Y 3" x 0.062 ALUM.i;, fiF;k�B r.�,.4•. s •{{ M v' :a.., tity. S •y }., r,; tiF a,y: t .�.d asyu S}j�.,y;+i..1cr yl •TM,i..�ciF's.; •`'�. '%S.i. RECEIVING CHANNEL W co co I / W/ #10 x 3/4" TOP AND - -- — - '' SEND BOTTOM AS END CAP Q I I I I BEAM 3"x2"TOP RAIL - NO 10 UNLESS (n y 3' ANGLE REQUIRED SPLICED O C R4ELG W Q U 1"x 2" HOLLOW I (4) #10 x 2" SMS INTO I SCREW BOSS / ATTACH W/ du I (4) #10 x 2" SMS INTO Q v co SECTION OF END BEAM I u� I I SCREW BOSS OF END BEAM Q Q I I I WOOD: I 1" x 3" O.B. FASTENED TO HOST W/ / I I I 2" x 4" PB I IV I I i I 1" x 2" OPEN BACK ATTACHED N J d U (N 0_ u- DRAWN BY 1/4" DIA. x 3" WOOD SCREWS @ 12" O.C. I I I WOOD: 1/4" DIA. x 3" LAG SCREWS, 3" I / FROM GIRT 6@ 12" O.C. i / I/ CORNER tltl POST �u I I TO CORNER POST W/ #12 x 1 1/2" pp I I C TP DATE DRAWN I� I CONC: ���� 1/4' DIA x 3" CONCRETE i lli I SCREW ANCHOR @ 24" O.C. 1/4" DIA. x 3" CONCRETE SCREW ANCHOR, 3" II 9 ODE COMPLIANCE I 02/15/21 REVISION 1 " x 2" HOLLOW _ _ FROM GIRT & @ 24" O.C. I II SECTION e o LUCIE COUNTY Q EXISTING HOST BOCC B-3 1X2 TO HEADER DETAIL S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL S-3 COMPOSITE ROOF TO POST (cD CORNER CONNECTION SCALE: NTS 4 SHEEP NO: A-3 SCALE: NTS A _3 SCALE: NTS /1 J -� A-3- 118" x 2" x 2" EXTRUDED ANGLE 5052 H-32 ALLOY W/ (4) #14 x 3/4" SMS o 0 INTO DJ o 0 4 e 2 1/4' MIN CCNC 0 ® EMBEDMENT SLAB /FOOTING ANCHOR EMBED a ' . SEE PLAN SIDE VIEW (1) 3/8" DIA. CONCRETE SCREW ANCHORS (21/4" CONC. EMBED) UPRIGHT PRE -HUNG DOOR JAMB Q coo O p• a :w to c) Lu cx Q 0 ja U) - 6 ...RrV9 EWED FOR 1 " x 2" BASE PLATE ANCHORED TOCONCW/1/4" c a a ` "'• G®DEe �PL�AIVCE CONCRETE SCREW ANCHOR < a , . (MIN. 1 1/4" EMBED) 6' MAX EACH SIDE OF POST �m.'eL�@�e. IE COUNTY AND 24" O.C. MAX 6 e 4 a e 4 ®CC FRONT VIEW DJ -1 UPRIGHT TO CONCRETE PRE -HUNG A-4 DOOR LOCATION DETAIL SCALE:NTS 5 ec W Lu fi w a � C Z �c Lu za � J QZ z O vWi N N Q W Lu U o 0 w iI I U z � o' m i CZ 'qy N O Ifl O Z G V m � I Q W wa 000 co <_ 2_ ¢ a i F2 0 0z$ c I of I WLL LL I 0 Lu in ♦.� Q r� w Q w H >-cl)>- ODU� 0 m d • d UNuu_ DRAWN BY TP DATE DRAWN 02/15/21 REVISION 4 - SHEET NO: A-4j rd ti l