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HomeMy WebLinkAboutSCREEN ENCLOSUREVHMANFAMF A'Yfi NI1MC TI,_��. 1.1•13 Q191LfIY0FTHE PLAtd�ror�!! P,'IOPO�FDWORK �6ldif3A�ton OFAECOAD AR $! RECTTOaMYCOMECTlONS . RI�UJ�'Eb6Y F FRS�brnan( 9W13 ' I'af�IF2CafFF ' olrcl vu, 1, flELQ INSP_Ci'OR5 T�biT NY EI? NECESSARY IFIORDER TO i 'COMIU VIl7H CODES ��851[7 ENe£ 5"6Yi?®r-T.U?ZAL 6 LL A z..Wg- ST. LUCIE BUILDING FOR DATE MUST BE KEPT ON JOB OR NO INSPECIM wj 1 UO YEON KIM, P-E_ LIC_ NUMBER 49497 C^. # 26 87 DO KIM S ^SS�C P.O. BOX 1O 39 TAMP^, FL 33_ (813) 876-996 q s_ y l' CORNER POST EgyE pqB, e�-.-- DEAN STITCHING SCREWS (SEE. TABLE) E 24' DC(11 TOT-V112(Oyyx• SPLICE PLATE (EACH LGE OF BEARD DO K I M .;, I' x z• CPLATE EDGE OSTANDE L t, SPACE SCREWS 503R� z ALLOT OR EQUAL, Ire• TMCONESS = Palm SECTTION Ct FAS7EKR svACINo `.� EQUALLY (TYP.) Jj" '!l � �. A ASSOCIATES, LLD e O i6 xM1OY •PLATE COLS gL —© CONSULTING 6%3" g (OE SmD OR STRONGER � � '��E• �i^ � STRUCTURAL K-BRACE Q(11• 1, 0 )y ENGINEERS 3• x 3• [ TRO' MIN. 6063-76 W17 wa0.070 clust RAIL • _� PLATE a STRONGER sm DINE SSE) As SHOWN - L(2 x �' SACS: EACH sDIS AS O p (� 2M a. FL 3367 IL C-C t3$ MDL PLATE EDGE DISTANCE _ K-BRACE O O 0a I _ y -A /14x%'.SCREWS j Te�(813) 3740321 L CK FASTENER SPACIND K-BRACE ®O 0 ® tP Y( (K) I (KK) (IN") <KRn) 6 ��(%�a LINE LINE SCREWS PLATE Rm DBSOI Bon 3' x 2' x DOSO• IOC 6063-T6 CAR POST 9'Q', (�O ,A�' �� BEAM .3 'B'L'C' 4 V12- T� ALLOY PLATE OR STROGER - \ Tfr l..l 1 1' 2x/ 3 2 2{ 12' 301; ISSUED (Rff S� F{iI� V \, '>Q tCtN' ENS 3 3 32 14' t3) -ell x 4�i SMS. K-BRACE 2x6 I.. �3 -14'� } . EACH SIDE S MEDVGEN UT (CHAIR RAM) 3X7 �5^ PLAYSEp(SPC-5— _57fi'-`~11e FASTENER AD(G) 6'FJ Q 2x9 5 6 72 1B'-,,i 0 o DRMzn3v.) / ROOF BEAM 2x9(HW) 6 7 BB e e 0 r—1. x z• PLATE oT sE CONNECTION DETAIL BAD 7 7 !96` Is, 0 CONCRETE ANCHOR O PLACES) U OF TYP. Y' A CONCRETE S FOR CORNER COLUMN ANGLE EACH SW `M) -. Sri - -��-- ({) 14Wj• SIC' 2EACH LED CM.) r(5;4f2.3/4' S.Y.S. HOLLOW POST 1A2 OS ATOIOHMD, TO'BEAM W1 � e EACH (04100(2' S.YS:INTO SCREW BOSS (1)-1/{•#`,V TNRU-BOLT (2) Y'4x3' LS a EACH ANGLE W/ Y RUT AND WASHER NOTE, PRPMY SC OM "CLOSURE BENTS SMALL BE O [ACH'LDE OF w" ATTACHED TO HDST STRUCTURE COISISTOG OF CONVENTIONAL TRUSS/ TCR24IBNG WITH MAX/1212 6AL5. O 24' O.C. FACM TO BE 2[6 (HEW SPA. OVERHANG AID TO EMCEE➢ W ULESS OTHERWISE 1[210.0. TO SUPER GUTTER DR WESTER NOTED ON PLAN EVIL )3. REO CEDAR STRICiHNRaL GRADE 2 (4) /12.3/4. S.Y.S. (0 Y4'@.V LG LAG SLEW B 24' BE. ENTIRE LENGTH CH GUTTER .• ROOF BRAY SEC&E FASCIA 70 EACH HEATER TALL 2 Ham{' SYS THRU. RE 7\ (MT OR SLOPED) _ V/ (O Y•4[4' LBNG PAN MEAD ERG SCREWS 1{�, BEFORE ATTACMNG SUPER GUTTER ��' �'� ���� USE /10[ y�SS.YS. O 2P O.C. TO CDNME 'TO IY2 O.B. ro w. I)ZDj —AR -SIDE (2 FOR 2[B.SYB•OH?'IARCER CD YYxY 1.6 lAG SCREWS (❑p) 1TYP. a EACH BEND 1.2 OS. FASTENEDro C0.WN/POST WI1ICC I ro e12r2• sits a le. nc. LEM S.Y.S. UTTER K {��---..---` DUN) BETWEEN BEAMS WI(?) I10a1B• S.Y.S. INT(EACHSw BO55T.5_ NOMCK CONTINUOUS IOC Dow TTHIC ICONTINUOUS. i,ou/4• S.YSJ L• Y.• CONTOau)S DEAD OF )ETAIL a 2. O.C. ADHESIVE CHAIR RAIL / GIRT TO POST CONNECTION DETAIL YIN. (4) /IW' LONG S.M.S. INTO SS3) /1214• S.Y.S., EACH LEG AND 5CHLYf Bosses DTP. ALTERATIVE) (8) /12WY S.Y.S. CHANNEL TO BFAY `B SCREW TOTAL SIR O 24'TOM O.C. (n CM AND SEE TOP AND BOTTOM OF SUB SEE TABLE EOit 92E5) J Q 1' [ ow. 2 > 000 EAVERML ATTACHED TO UFAINS WIN (3}/10.2' SEAS.• INTO SCREW BOSS. Vru v� L• on, S' IDE U GO C' Nm RELIEMND A:NANNR ANG ANGL E, EACH LEE DmJ C J (lEf z UTIVE) (6ror (TYP. u ` Z z LU -216'•I� 0 O 0 )_ PURLIN TO ROOF BEAM CONNECTION DETAIL z m a O U DRAWNBY: DYK CHECKED BY: DYK y S.YB. eELM 6CALE. ASE u>r >SG 1. WY BE SLOPED OR RAT (SM PLAN NOR Sim DATE: B%11 �/ -`• 2.&.+25 ANGLE-2'EM (2) —?ING:U�r B'1 DODUROCIf. •'�' St. Lucie County 3. iu DO YEON KIM, RE A USE Ito[ • S.YS a 24' O.C. FLA- REG. NUMBER 49M �,1 TO DO 0 t>aO.Bro w. _ :,� PURIBI FASTENED TO COLUMN/POST :t (B) %12A' S.YS. EACH SIDE ITRII (4) /1L+' s.Y.s. (EACH LED) of BEW FTYPJ oe C-C 2j DO KIM SOCHATEB, LLC U5N0 TUC( MT BAR BEN( (6 12[)j' SANS ucx LDE NERS CTTPJ ) ro m (Fi063-TB Attar) Ci t�FrM FOR 2.5 muf1N To 2x5 OEM P B0X1OD39 TBmRa, FL 33M �\ coLUYH/PosT �y �LU�/t�St �/ - ( •9 YDl UMN TO PURLIN MAIN POST / COLUMN TO ROOF BEAM DETAIL CONNECTION DETAIL Drawing No. - 060811 SHEET 10F3 a SEE PLAN Fdi)SIZE 19 1.2 O.S. FASIENEDITO CORNER 1 SECTION WITH 014.1YA' S.M.S.O 24' O.C. 2.0t1A' ANGLE_ 2• LONG (FACT SIDE) SM.S. WMM YIN. EDGE DISTANCE Q e PURLIN SUPPORT COLUMN/POST . W1(4)e• i 2• I.G. ANGLE JIW/4- SAS (EACH! SIDE) )6•4 CONCRETE ANCHOR W/2W EMBEDMENT WTO (EACH SIDE) CONCRETE X' ANGLE. FACT SIDE (TYP.) W; CONCRETE ANCHOR W/2)S' EISEDMFW INTO STRUCTURAL CONCRETE TYR, SEE NOTE 70) /1 ,I•.Y O.D. SOLE PLATE L4L '-1 lx2 O.fL SOLE PLATE O I EDGE OF CONCRETE—/ 1' (TYPO )L• ANGLE. EACH SIDE (TT'P.) ISYWRNTYRN _�$= %*f CONCRETE ANCHOR Z DISTANCE � '? W/2%* EMBEDMENT Mf0 STRUCTURAL -CONCRETE (IMP., NOTE 1D) V� 154• Oa SOLE PLATE J ..kW' Yi '#4y4'me SCREW ANGN AND 9' FROM � u N R BEAM MAY METE 'A 24' O.C. BE MT OR SLOPED (•� 'GSM UTP.) EPu IR PLAN - TYPICAL DIAGONAL ROOF AT 1x3 O.& FASTENED TO CORNER SECTION WITH /IOx2' S.YS. W/ R ROOF %' OIA WASHER O 18' O.C. L2Y _ Op OF 1: TCPpTr 08 MAT _ . Iti�QhOI—I EIIIIIIE .. ,. ... , Y: 4x5' CONCRETE SCREWS O 24' O.C. 2)b' YIN. COFNwC. (rYR), Ih' WHO. EMBEDMENT (YIN.) ANGLE S.M.S TYPICAL FRONT VIEW OF POST TO FOUNDATION CONNECTION WITH PAVERS (C NOMINAL CONCRETE SLAB VI WL. OR RN pEI'10 10 [POLYPROPYLENE FIBER - 1.5 POUND (YIN.)PER C.Y.) •: A. \\\ `CEC SOR OCOMPACTED • CRUSTED RUSHED UYEROCK ( RA 80i PROCTOR) _ I MN. (I) -IS REBAR CONTINUOUS. SPLICE MUST OVERLAP 20' MIN. 3' cGAER (IMP.) Zx546' ANGLE (2' LONG) W (2YE14 TENS INTO TOP OF 20 CAVE RAIL AND 2)- 014 TEI(S MTO THE FRONT OF THE CORNER POST 1-1.22 O.B. TOP FRAME HER POST OX. SIDE WALL CORNER UPNGHF ELEVATION VIEW CORNER POST/ COLUMN UPRIGHT DETAIL PSI MIN. CONCRETE STRENGTH _�0 �LILl DO KIM & ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tempe, FL 33679 Tel:(813) 3740321 ISSUED ° J COMPACTED OR F d. 4 UNDISTURBED SOIL/SAND - W • ° •• (1)-/5 REBAR, CONTINUOUS C 3' MIN. CONC. COVER, 36' MIN. - W I% 11—II (AP SPLICE o :D R3� U TTjL+r' C O J 12' MIN.* 4) Z U m W MIN. CONTINUOUS PERIMETER FOOTING Z W (4) #12.%' 2'. PURNN am MAY SE MT OR SLOPED ((Tg�Y))P�iF CH EACH (L CO ~ J W N UJI a } ALTERNATE (1) Zxlx$' ANGLE V Q F- BRACE DRAWNBY: En 1 2•.IW ANGLE (GRADE) W/ CHECKED BV: DYK (4) 012x% SALL O EACH I SCALE: ASS PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1 ANGLE 2• LONG ON RSIDEW/(4) /Ih%' S.MS. LEG (BEAU & BRACE) 3RACE PUN) ALTERNATE (2) 2x3 BRACE DO YEON KIM, P.E. FL0. REG. NUMBER 49497 DO KI SO IATES, LLC 2 7 9 Temp , Drawing No. -060811 SHEET 20F3 FOUNDATION/SLAB DETAIL Genera! Notes and Specifications: 1. Contract& shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate consideration. 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of All 318. Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318. 3. All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary. -4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host structure capacity. 5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy; for secondary components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted. 6. Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom. 7. Connections using screw bosses shall have minimum (04104" per connection unless shown otherwise. 8. Unless otherwise shown. screws shall have minimum edoe distance and center -to -center distances as shown in this table, 1-1022 Low Carbon Steel SMS & Self -Drilling ITEK) Screws (Industry Standard Screws) Screw Nominal Screw Diameter (in) Minimum Edge Distance Minimum Center to Center Distance #10 0,188 6/,b 1/2" #14 (1/4") 0.250 9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vet, is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4, 2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD). 10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws or approved equal. 11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per 454.2.17.1.11. if enclosing a pool. - D-D- K I-M_ _I & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 ISSUED J W w U ❑ C W U 0 c OJ N Z r) W Z d w C Z � (L J Z U U w m a U a DO VEON 10M, P.E. FLA. REG. NUMBER 49497 DO KIM 8 A S CIATES, LLC 6667 P o 9 Ta FL 33679 A Drawing No. - 060811 SHEET 3 OF