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HomeMy WebLinkAboutBuilding PlansCONTRACTOR: Southern Screen Solutions Inc. DESIGN CRITERIA: Applicable Codes, Regulations and Standards 1. The 7th Edition (2020) 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 7-16. Loading Criteria 1. Live Load: 10 PSF per 7th Edition (2020) Florida Building Code, Appendix I Section 105.1 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: V-T =150 MPH, Nominal Design Wind Speed: VASD =116 MPH. 3.3. Exposure Category, Section 1609.4.3: Exposure B 3.4. Screen Enclosure Section2002.4 4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1- Screen Room: Non -Habitable, Unconditioned Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam, Florida Product Approval Number FL 7561-115. 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. 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 of Florida 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: L 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 - 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. 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. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 3X2XO.070 END BEAM 3"X48"X0.024" 1.0# DENSITY FOAM COMPOSITE PANEL S-3 3X2XO.050 S A-3 EDGE BEAM A-3 14'-0" 1X2 II �2X5SMB 2X2GIRT (TYP) 1X2 (TYP) 3"X48"XO.024" 1.0# DENSITY FOAM COMPOSITE PANEL 2X5SMB �r 2X3PB-\ B A-2 5'-0" 5'-0" 5'-0" O O Q. > � �V i•• Z ;' 0y'' ..... '_n LU ►�i LU ti Z m � � O ZUJ a UJ Z xz J � Z Q Z O a rwn N Z to w LU U O O J a n Z Z , Z Q LU WnQ.mip - 2 a LU=2ss i7 Z ataF O �, m LU o 6L 9 N N W t1J M Z ._ 20/20 SCREEN TO BE 4 LU USED IN THIS PROJECT b v w n a O n¢ rn i C() i1 d rU-L-LJ X DRAWN BY i TP DATE DRAWN q-2 L FOO 04/25/21 REVISION CODE CODE COMPLIANCE � - ST. LUCIE COUNTY © - 4 - BOCC F I Y L.E.M. r,.,., P ., SHEE7 NO: Al ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS • • •"•��� 2x2: 2"x2"x0.046" 1!8" x 2 x 2" EXTRUDED NAN` '�� • • • �'•• ��j� 2 x 3: 2" x 3" X 0.050" ANGLE 5052 H•32 ALLOY EA SIDE ,���� .• 2x4: 2"x4"x0.050" : .•� u-6• 2 x 5: 2" x 5" x 0.050" Q �• Z p 0 S UPRIGHT Q LLB p * W OPEN BACK SECTIONS dw V It Q ol •� 1 x 2: 1" x 2" x 0.040" i (n �. 1 x 3: 1" x 3" x 0.045" ® :• % 0 fn � 1"x2"O.B.BASE PLATE -TYP i��� •. Z ,��� SNAP SECTIONS r • ' 1 1/4' MIN ANCHO�R EM�BEDMENT • • • •�: • • • • • 2 x 2 Snap: 2" x 2" x 0.045" 21/4' MIN CCNC ° :ANCHOR EMBEDMENT �-;O I A `�0��,`,, 2 x 3 Snap: 2" x 3" x 0.050" 2, m MIN'4°' 2" MIN EDGE DISTANCE �� y 2x4Sna 2"x4"x0.045" P , FROM °d°,. . a 4. EXTERIOR OF COLUMN TO 2 1/2" x 1/8" x (GIRT OR PURLIN 1/111 11111N1 SLAB/FOOTING ° ;, °° •. SEE PLAN ° ". ' OUTSIDE EDGE OF SLAB WIDTH + 1/2" x BEAM DEPTH SELF MATING (SMB) OR UPRIGHT DEPTH 2 x 4 SMB: 2" x 4" x 0.044"x 0.100" SIDE VIEW BA KING P LATE ALUM BACKING PLATE rY W 2 x 5 SMB: 2" x 5" x 0.050"x 0.100" 80M NUM I I W d 2 x 6 SMB: 2" x 6" x 0.050"x 0.120" 1/2" DIA. THRU BOLT I Z 2 x 7 SMB: 2" x 7" x 0.05T'x 0.120" JAM L CKJAMYLOCK JAM NUT - IN LIEU OF ADLOC JAM NUT, JAM NUT w! THREADLOCKER — — _ — �` K1 (j 2 x 8 SMB: 2" x 8" x 0.072"x 0.124" (1) 3/8" DIA. CONCRETE MAY BE USED 2 x 9 SMB: 2" x 9" x 0.072"x 0.124" SCREW ANCHORS I I TIGHTEN TO CONTACT - DO NOT (21/4" CONC. EMBED) — — — I ..v .� .e W Z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" OVERTIGHTEN I I (4) #10 x 1 1/2" SMS INTO J O MINIMUM FASTENER EDGE DISTANCE: 1/2" CHAIR RAIL MEMBER I I SCREW BossEs Z ZLu MINIMUM FASTENER SPACING: 3/4" Ln °. I I to CC CONCRETE SCREW ANCHOR 4, . ° C SR"SON TITEN HD OR EQUIVALENT 4• °' .• •° ; 1"x 2" BASE PLATE ANCHORED TO ° Ie . • CONC W! 1/4" CONCRETE SCREW I I LWL. o 2 SHEET METAL SCREWS (SMS): v e ° ° 4 ANCHOR (MIN. 1 114" EMBED) SNAP OR SELF -MATING BEAM ONLY ITW / BUILDEX OR EQUIVALENT SLAB 1 FOOTINGL• . B^ g" MAX EACH SIDE OF POST AND d SEE PLAN °,^;. 24" O.C. MAX n FRONT VIEW V z N w B " x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL SCALE: NTS C CHAIR RAIL TO UPRIGHT DETAIL Z q� 5 Z �"^ d d � > A-2 A_2 SCALE: NTS J; m m Q Z 4_ z 1" x 2" O.B. FASTENED TO CORNER ®E C®IVIPLIANCEe O Z g m POST W!#12x11/2"SMS AT6"FROM 1/8"x2"x2"EXTRUDED �/ W TOP & BOTTOM RAILS. TYPICALLY @ �24" ' ANGLE 5052 H-32 ALLOY LdJCIE®�NT i LL o O.C. W! (4) #14 x 3/4" SMSr INTO DJ E®CC1!8" x 2" x 2" EXTRUDED ANGLE5052 CORNER POST I I I H-32 ALLOY EA CORNER W! (2) #14 x 2" SMS INTO POST & (1) 3/8" DIA. T.4 CONCRETE SCREW ANCHOR INTO CONCRETE(2) #10 x 1 1/2" SMS INCONC THRU SCREW BOSSES ° e MBEDNENNT /FOOTING WOOD:SLAB 1/4" DIA x 3" WOOD SCREWS, 2 1/4" MIN CONCSEE PLAN°ANCHOR GIRT&@12"O.C. EMBEDMENT6"FROM °: °•CONC: N 1/4" DIA. x 3" CONCRETE SLAB ( FOOTING SEE PLAN °a 4 o, W W Z SCREW ANCHOR, 6" °' .' $° ' Z FROM GIRT &@24"O.C• ° SIDE VIEW > (4) #10 x 1 1/2" INTO Q scREwBoss SIDE VIEW Q U LLI U - - _ �2"� CORNER POST W/ 1" x 2" @ 1/8" x 2" x 2" EXTRUDED �- of uj BACKSIDE ANGLE 5052 H-32 ALLOY (1) 318" DIA. CONCRETE I UPRIGHT <- W Z Q to O -' —�2"x W/ (4) #14 x 3/4" SMS I I SCREW ANCHORS D_ O> INTO DJ 3/8" x LENGTH AS REQUIRED (21/4" CONC. EMBED) I PRE•HUNG J (o c+i FOR 21/4" EMBED CONCRETE DOOR JAMB C,40 J SCREWANCHOR INTO I d � U- LL HOLLOW 1"x 2" BASE PLATE - I I CONCRETE - -- - DRAWN BY SECTION GIRT ANCHORED TO CONC W/ 19, ee e TP CONCRETE SCREW ANCHOR e, ° " `�. DATE DRAWN I 1"x 2" (MIN. 1 1/4" EMBED) .e 6' MAX EACH SIDE OF POST e d V x 2" BASE PLATE ° :° •' ° O4I25I21 ° AND 24" O.C. MAX ANCHORED TO CONC W/ I14' REVISION ga L 4 ° ° CONCRETE SCREW ANCHOR . eo ° (MIN. 1 1/4" EMBED) 8" MAX EACH SIDE OF POST ° °�• ; Ql - q a' ° .•J . e4 AND 24" O.C. MAX 'a A. 2 . .• C-1 1X2 TO HOST STRUCTURE DETAIL FRONT VIEW FRONT VIEW A_2 SCALE: NTS 4 - NO: rCP-1 CORNER POST TO CONCRETE DETAIL DJ-1 UPRIGHT TO CONCRETE PRE -HUNG SHEET A-2 SCALE: NTS A-2 DOOR LOCATION DETAIL SCALE: NTS A-2 --------------- IIIIIIIII� „,�IIIII '�'� "•••. �i .•• •• LL. �Q :co O o a W 10 icW • Z N :U ,&*- >Z cnt� � • •• �I : 3” COMPOSITE ROOF N •''•.•• W/ #14 x 4" SMS W/ 0-0 ING - INSTALL ,,,/, •' �� , 0,\•\\\ * ••1 FACED WASHER @ 6EO.C. UNDER EXISTING DR P EDGE ��III � 3" x 0.062" EXTRUDED r� �i�r *Jv l;.•K•,�e. ,�•,.;,�,? yY,.r :r�"4 vJii.`u'V RECEIVER CHANNEL La 'lW`rY ;' _'j•'tl £:t .1r14 �'.l. P�I°;'i4 �.�Pi•r,•�L ta.',",��'are'i'd`41� fW}ar:A \�.•i41V % ww. t• Ai. E i, #14 x 3/4" SMS @ 6" O.C. s:..:. ., aw:h' :.:`.'�� "4.t5?Y_, wn. �.,. TOP AND BOTTOM LLI W W/ 1 1/2" DIA. NEOPRENE G. Z WASHER @ TOP SCREW ONLY z �` M ., ,,�, ,t.i.".?.�<".tii�ti'"�� �titi%•'''%''�. f�;`. z W in.�'r`�i1:� rr .� :CH c4.`-: ,:r4�yi'r',.'�TYa�r4::+..C::tii.'�d. 'fir +1"s.•r H:: S;�y'r:';h. .i::;idt} ..,,a,.l'�':;wS�s;�^.•.•"y;.. y,�A i; {{,, .?•.�;i''"RK:� a'^:'•ar •y k.aa't,•.-•, J � Q Q o 3 x 2 .Vhl i^.Nbp� 5'�.i�r':1'1:iy.:� v.:AY1'Y,i c'.• •'."• • 7` Z (4) #10 x 2" SMS SIDE HEADER BEAM La INTO SCREW BOSS N Z 1/4"DIA.x3" LAG SCREWS N Q ul W J SNAP OR 3" COMPOSITE PANEL @ 12" O.C. O 0 SELF -MATING BEAM ONLY I= a s U S-', z z N S COMPOSITE PANEL TO FASCIA DETAIL z W z COMPOSITE ROOF TO POST CONNECTION A-3 SCALE: NTS „/� SCALE: NTS -3 c (7 '^ f l m I�caa Z Mr,^ 5 �J ��® REVIEWED Q ui -0-a W Q ' LJJ s � - 0 z a�W CODE COMPLIANCE � g z ca ST. LUCIE COUNTY o W ten��vv Li. cc o ��UU BOCC LL #14 SMS x 1" MIN. LONGER THAN PANEL W11 1/2" DIA. EXISTING HOST WALL #14 x 4" SMS W/ NEOPRENE FACED WASHER 1 1/2" DIA. NEOPRENE @ 12 O.C. ALONG LENGTH FACED WASHER @ 6" O.C. OF ALL END BEAMS / l'j 3" x Z' END BEAM-\ -i•, '"0}},;.•:�t,(h"•'-,r y : '`i }+r$�'v ,+ t;i �•}'� "ilk 7 J.F`i•` 4!, r'/'CYu 1 '^�i; f �'1�'!". H-.'Y4d::rij'.\ �:.u• ? Y•L: i°P / r: �1+i{l PA 1�l• M�i�'�' t: 7•''.I.C.1.. {.hi j!!'i1,Arw ;a•�•l•i•1•'.•i.. 3" X 0.062" ALUM RECEIVING CHANNEL `' •"ram :�T iv�:'.;r .'"6:i? Y u . ..,,.• _ r _ T Z W 0 W1 #10 x 3/4" TOP AND - > BOTTOM AS END CAP I 0 Q 3" x 2" Q U END BEAM (Wj / 3"x2"TOP RAIL - NO I �.. a ANGLE REQUIRED UNLESS U W_... r W Z Q a— 07 (4) #10 x 2" SMS INTO / 3• SCREW BOSS / I SPLICED OR CORNER - I I ATTACH W/ (4) #10 x 4" LG (4) #10 x 2" SMS INTO —1 0 0_ rn 0 J co / OF END BEAM L I �� II i SCREW BOSS OF END BEAM N 0 J 1" x 3" O.B. FASTENED TO HOST W/ I / WOOD: / I 2" x 4" PB I �� �� CORNER I I 1"x 2" OPEN BACK ATTACHED CL LL ILL DRAWN BY 1/4" DIA, x 3" LAG SCREWS, 3" I / FROM GIRT & @ 12" O.C. I I II POST 19� TO CORNER POST W/ #12 x 1 1/2" I I SMS MAX. 6" FROM EACH END TP coNc: I �Q 'I I I of Posr & @ 24" O.C. DATE DRAWN 1/4" DIA. x 3" CONCRETE I pub (I 04/25/21 SCREW ANCHOR, 3" I I REVISION FROM GIRT & @ 24" O.C. II I00 1 1Q _ ZL S 2- BEAM TO HOST STRUCTURE ATTACHMENT DETAIL S-3 COMPOSITE ROOF TO POST (cD- CORNER CONNECTION q SCALE: NTS A 4 SHEET NO: A-3 SCALE: NTS ~-3 A-3 N SCALEJ "=30' PROJECT DESCRIPTION DRIVEWAY/CULVERT PIPE REPAIR IN ROW PROPERTY INFORMATION: parcel id: 1301-613-0188-000-0 RS-4 (St Lucie County) UTILITY INFORMATION: sewage: septic potable water. well EXTG 4" CONC DRIVEWAY EXTG 4" CONC DRIVEWAY, CUT CHANNEL TO ACCESS CULVERT PIPE AND FILL W/ NEW 4" CONC SLAB NEW 4" CONC SLAB DEMO EXTG 12" METAL PIPE, NEW 12" HDPE CULVERT PIPE W/ 3:1 MITERED CONC END NOTE: ALL CONC TO BE 3,000 PSI W/ FIBERMESH W/ BROOM FINISH FO IRO 0 Ta ENCE 0.3' E FOUNI IRON DRIVEWAY LAYOUT SCALE: 1/16"= V-0"