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707 NE 93 St (9)• 41,e 4 4 • ,t, I ..•-'.4t ?„ ,‘i.fjr. ,L.,•''■ 4 .',: V). ",•k; • .„ ,,1 • , • ,. ,,' :, -- .. ■ ' .." .. s ' ..,...t. .........., ...... .............• • .4.2•••••-• r. 4 , ,,•0,•eil • Y •!‘7 At. yA* e?d N. a •r7. • • SCALE:1" " • , . . • • ....:. • • .I •......••• ..... ..............,.., • .....6 .......• •••••• ...O.... A....4w* ....D.A.., V ondodM11- 4..................4 .........r.• ...... IA, ......4. .0 .1.4 •• • •■•• ..... . - .5, _ , ' • (.. ..._•..... . _ "Or ' *- . „ ... .,... 1 •... (/ , 6) 4) / v er.) ‹. .;--) I , ) 0 (T)' .1 ' 4 *4/e /2.5C.3(,2:____/:___ \). - ., . -- - 1 . .. 4-Tr. - — )1--, X -4- .4 x- . , , v NI - 06 ' 11' 0 ' _... 1 , . it ) 4 ' ; c s ' 41 . , I c •• . ill I i t t k ) ) . 1 j 1 . .(1 .. r t i:,! :- - ,:; •-4 , - ;,•, - , - - : ' — '; ' ' 0 .•., • y 4 . [[ , (, 2,6\ /6, 0' 1 1(1'0 , / %- A 6 /e.;,0 /0, / •00101.o- CYO 1-- ' c s"/ — e‹4 • /q-yrZkycyy • t • • • • . 4 di • • ••• ANCHOR SCHEDULE S.S. YOOD LAG SCREW ANCHOR TYPE RAWL-ZAMAC RAWL NAIL -IN CALK -1N (]y TA?CCN RAYL LCK /BOLT SLEEvE DIAMETER I 1/4' I 1/4' 1 1/4' 1/4' 1/4' MIN. • 1 EMBEDMENT 1 -t /8' I 7/8' 1 -1/8' 1/8' 1 -1/2' EXISTING STRUCTURE l CONCRETE ICa C ONCRE C I CR CLC CTTEK CONCRETE u Fmn1,+G CONDITION I SHEAR I TENSSION I TENSION I TENSION TENSION GLASS OR DOCK 2' x 2' CONTINUOUS ALUM. ANGLE HOLLOW CCNNG BLOCK ANGLE TO VALL DETAIL .313' Q i7 1 C 4 4 4 S y .75' i 4- z a .utttt't z a CI "70NCPETE MAX WALL MOUNT SECTION SCALE i 1/4' • 0' -1' 1 2.016• 1/4'0 ITV TAPCON ANG -+CR I 12' 0.C. V/ 1 -1/8' MIN. EMBEDMENT - TYP. TOP L BOTTOM 1270' 12.00' COvERAGE 1150' STORM PANEL SCALE 1 1/4' • 0' -1' 2.016' { VIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION f r TOP MOUNT. N. TS. TYPICAL ELEVATION. FASTENERS (SEE NOTE 1 6) SIDE CLOSURE SEE NOTE tt 9) BOLTS BOTTOM MOLNT. AL 'h' HEADER STORM PANEL 1/4 STUD 1. INGNUT a 6' aC. PANEL TO ANGLE DETAIL 4 n GLASS CR DOOR • e CONCRETE 1 / 4 . 0 R AVL LCK/BOLT SLEEvE ANC/ 112' OC. V/ 1 - 1/9' EMJE }CNT ST574 PANEL 3 4- MjN( (TYR> 2' x 2' CONTINUOUS ALUM. ANGLE - TYP. TOR L BOTTCi4 1/4'0 RAVL- CALK - IN e 12' ac. v/ 7/9' ExBEDNENT 2• x 5' x .125• CCNT. ALUM. N.GLE - TYP. TCP L BCITCM HaLCV CONC. BLOCK • SEE NOTE No. 9 BELCV FCR CLOSURE STRIP DETAILS BUILDOUT MOUNT SECTION SCALEg1 /4• - 0 ' - 1' N I MIN, EMBEDMENT EXCLUDES PALL FINISH CR STUCCO. 'h' HEADER SCALE ' 1/4' • 0' -1' A80' TYP. M1J 2.00' 1 ANGLE SCALE 1 1/4' • 0' -1' 1/4 -20 STUD L vtNGNUT a 6' aC. TYP, TOP L DOTT 114 SNS e 12' ac. (TAP. TTP L BOTTOM) SCALE 1 114' • 0' -1' ANGLE R .250' 'u' HEADER GLASS CR DOOR 2' x 2' COAT. ALLI4. ANGLE CEILING /INSIDE MOUNT SECTION SCALE ' 1/4' • G' -1' 0 .125 - (ITP> 'U' HEADER WINGNUT SCALE g HALF S I2 E 11 = u• 2100' OPTIONAL ANGLE SCALE 1 1/4' - 0' -1' SCALE 1 1/4' • 0' -1' 469' e. 1/4'0 RAYL -ZA 4C HAIL-;, e t2. OC, V/ I - /8' EMJEDKNT 1/4' MAX,., 1/4'0 RAVL CALK -IN a 12' 0.C. V/ 7/8' CMBE]ENT GLASS CR DOOR ~-- AWILINIAU 1/4'0 S.S. LAG V CVS It 12' CC. V/ I-I/2' PENETRATION 14TT] Ne D FRAP.ING - TYP. TEp t BOTT a4 I /4' max 2' x 2' CCNTINL10uS ALUt ANGLE - TYP. TOP L BOTTOM ANGLE TO VALL DETAIL WALL MOUNT SECTION SCALE • 1/4' • 0' -1' NnTr S. 1. THIS SKJTTCR SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE win-, ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE .050 51B2-H3B ALLNINU4 ALLOY. ALL.MINUM EXTRUSIONS SHALL BE 6063-T6, U.O.N. 4. PRODUCT MARKINGS SMALL BE WITHIN 12' or ONE END OF THE PANEL. WITH A MIN. OF ONE MARKING PER P NFL AND SMALL BE LABELED AS FOLLCYS. WHITE A4.u41NU4 PRODUCTS, INC. ALUMU&H BUILDING SYSTEAS 4E(�BIXG, FL. uuAA: ; a:L)MTY PRL1D. A?PftD. 5. AL, L x 33 K BOL1S SAI ND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMLM r 6. ALL PANELS SHALL BE FASTENED AT OVERLAPS a 1/3 POINTS, HCVEvER, PANEL SPANS SMALLER THAN 48' MAY BE FASTENED a MIDSPAN. FASTENi- S e OVERLAPS SHALL BE 1/4 -20 x 1' SIDEYALK BELTS PITH DIE CAST ALUM. YADERED VINC/AJT, 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE HANurACTuPER'S REPRESENTATION OF n4TERIALS TO BE USED IN PRODUCT TESTING. THE DETAILS AND SPECIFICATIONS S1CYN HEREIN REPRESENT THE PRODUCTS PROPOSED FIJI IMPACT, CYCLIC AND UNIFORM STATIC AIR N PRESSURE TESTING IN CONFCRMCE Y1T4 DADE CO1tNTY PROTOCOLS PA 201, 203, AND 202 WITH DESIGN LOADS AS FOLLCVS' - POSITIVE DESIGN LOAD 72 PSF - P(GAT IVE DESIGN LOAD 72 PSF THE DADE COUNTY CERTIFIED TESTING LABORATORY PERFORMING THESE TESTS D,ALL AC>aC THE SATISFACTORY CcHPLETION OF SUCH TESTS AND VERIFY THE PRODUCTS TESTED ARE AS NOTED HEREIN. 9. CLOSURE STRIP FOR BUILD -OUT MOUNT SHALL BE AN ANGLE OR ZEE BAR CF SUFFICIENT SIZE TO FULLY COVER BOTH OPEN SIDES OF STORM PANEL INSTALLATION. CLOSURE STRIP SHALL BE ATTACHED TO WALL WITH 1/40 FASTENER a 24. 0.C. - TYPE TD BE DETERMINED FRO, ANCHOR SCHEDULE. PANEL HEED NOT BE ATTACHED TO CLOSURE STRIP. 10. A WARNING NOTE SHALL BE PERMANENTLY STAMPED IN EACH PANEL ADVISING THE HCHE OYNER CR TENANT THAT TIE STERN PANELS WILL NOT OFFER RINSaRTALLEDRICAHE . PRO UNLESS LESS ALL REINFORCING BOLTS ARE PROPERLY 2' x 2' CONTINUOUS ALUM, ANIGLE - TYP. TCP L BOTTOM STORM PANEL I/4 -20 STUD L VINtNUT e 6' ac. TYP. TOP L BOTTOM PANEL 10 ANGLE DETAIL APPROVED AS COY.PLYING WITH THE SOUTH ROR OA BUILDING COLE AI DATE_ 4F " / BY /- PP: CONTROL DIVIS;ON BUILDING CODE COMPLIANCE OFF )CE ACCEPTANCE NO 9 i5 1 '0- 1 Vs 7 •Us' 19 PRCFESSILDNAL ENGINEER Structural , V.J. K E QH FL License —' U G 0 1 199 date 1 PE 0010983 •• •0 n n a' N u1 J W J > V , co . p H m a N Z O L. W G C 1 N v Z = Q W ,0 X c. J to 4' C 0 r a , 0 9 iv > Q C Co • N W Z 0s Os cc 1 > 9 emsememIlooloo 0 0 z > c 7 V 1 . V 4. .0 TS u 94 -84.2 Sheet 1 ;-.2177 ct _ ® HEADER - WALL MOUNTING CA) SILL - WALL MOUNTINGONvERTED uso .101' R .009" DETAIL "Al" HEADER R .291" .075 . (H' MALE 3 a 75 lair ------1.312*--••k 1r I r. .751'1 .430 . f .so.5r-•-r- 1.250' 113.'1 . r•-.230" Teo .92 1*-1 r"; €74 1.110 • - 2.00o" .062 30' -1 09r N s.- . 0yer R .101' 90' .010' R .00r .452' DETAIL BLADE 2.673" r---1.5827 .101' 62'15 0.531' \ .150 .C53 --- \.323' ' 1 2.70" r .09C 1.915 •073 1 .43r 1.) O 0 0 0 .530 LOCK SLAT DETAIL "B" HEADER .16E' 17 FULL R. r 12 1 li.062-- R .093 - Typ. .cae • R .015 .195• [500" .155 R.062" 0.452" R.052' - 1 55 . R.025 L 3.656" r.056 0 . r,075" Ti T let 15 P .0.35 " .53111" f 1.125 .755" 2.275' LOUVER BLADE 1.92 r--1.563" .330' .500 1 .270" .755" 4.35C FEMALE LOCK 3.234 • .431' .076 (2) .644' -3.025 .500 .375r t. N-R.047j 2.033"- SLAT R .126 (1) .062"- 1-.°9 .520" . • SILL .298" .062. 01Z" ciaa" 0.16T 2043: .135' DETAIL BLADE b o r•• L \ 1 0.655' • `-6.531 .082 R .062' (2) R .010" .300" R .096 .160" .296" .156 R .00- R .007" - 6 R .040 4 62 ▪ ' 07 DETAIL FEMALE LOCK & MALE LOCK R .oir 4 DETAIL "A" HEADERS - WALL MOUNTING 0 HEADER CEILING MOUNTING HEADER 3.155' 3.031• FULL R. (2 .125 TIT. .osr T. 25 R .220" 2 750' FLAN .053- 18cf I - t.374* - - 2.000" - oETALIEt _ 0 SILL BOTTOM ADAPTER 3.124• 4 30 .• 1/4 6 - 29 S. S. ri-K.A■esCfENNI .125' •_i '-.251' r.58r yA,R;Es. SHALL. BE Min. 40 OF SHUTTER SPAN 1 > 180' STARTER cop LOCKING PIN 2.750 FRONT ELEVATION OUTSIDE LOCKER # 1 DETAIL l80 STARTER COMPONENTS • -• I 11. te .0 I N C . "ruin TESTING ,EliGNEERINO CcI.IPANY ”:PS N M. }An. Ste. '144"314'.■ rs. if Ph. : (305)/71-1531. r. : WALTER A. TILL T fr. . FLOR CA U. 1 1-11 GE:NEP.: N'NES: 1. A..::Er.,PS.':■■ Si-0.777.+ HAS e4 ocse,NE •:cco:-..4ce WTI. NE DACE CCUNTI. C$ ret rt.cAo. BLA_3.%: CDCE. *No v COttrSIOEAEO t to rm. ■40CP TA.NCE r•CTOw tS C4. CCAS7AL ZSNE w NO 1.C.•:.5 CrE" C/Pc:505 nor KC." tt 50*-1 F 0'41. ANO OR EtMS..IRE . C . LOA:1 PDF Buq.C.:C.3 vCAN P*307 HEIGHT EON:A: CR LIZ )* Pe: C"/A TA. ZONE w'NC CETI:Am:NE:3 roft (:::•CSPC AS P(OP) 9Y 4SvX 7 IC,COc)44 S ACI:3 FOR vr.A.:T AttC r6 E PESts7A6CE MAS BEV+ sitflirta 1:.:CR:•:•:: voTs SECTIONS 215 k 2.3u REs tRE :moo cr A6:4 9Et.rnoNm COM 2. STALESS sTaL SiT SCREKS USED AT LSt.f: p SHAU., BE 1 10 3", 0-'41 SORES to... 115.0 L3: YIELD & 1B0 it 0 1' ettStLE 5R5 SLAV.* St BE COA;U SERIES fl.UCIPCROLTNE7e COA AS P.AriurACNRED 3' Co. Ef3x 507. *EST CH.Esz 3 ER ALL ALLANNI214 EXTR SHALL BE 6063 ALLOT (LNLESS OTHEP'NISE NOTED). 4. ALL SOC.'S TO BE STAINLESS STEEL 304 OR 315 SE:11 */ 50 14 YIELD POINT AHO 90 ke ris., St:2 5. J. ALUMINUM PCP R7.1.1S TO BE 5052 &L17.1, ,4 ALLO• K ALj4.1 10..NOREL.. 6. KA..TS TO ee 2024 ALLNINVIA ALLOY GALVANIZED CR rANLESS STE1 W:111 35 ki dIsnov‘i 11■ICIOULI HELD PONT. 7. ANCH. TO WALL SHALL BE AS FOLLOvIS: (UNLESS ONCE Kr.E3) (A) 70 exis POvRO COtocatm - tie i• j 1 i/e OR I/e • • r rApcoN AN>ERS. AS 1A4 81 I.T.W. RAAISCT OP E.00 NOuSTRIES, INC. - 1 I/4 OP lie • . PAK. ZAWC SA:ON ANCHORS. AS 1. BY NE PLUG COMPANY. NC. 7/6 STAR TA.6■PiN ANCHORS OR 1/e • • 7/•• CAUC-D4 STAR ExPANSK AND THE RAN. PLUG CONPAm 14C. RisKcINEL", NOTES: A.1) I 1/4 TAPCON ANCHORS OR RA.* I. ZA.I.LAD L.N ANC/40PS SHALL ONLY BE USED FCR NSTA...LAnONS NTO E3ODOS-:1 CCUE:RETVW:TN NO • STUCCO OR A.N FINISn. USE 2 EAPCON A.NCMCPS FOR CASES w,4 srucco AS WAHL:P.01.44 D. ki) 7/r TA4+PIN A.volopis AND 7/3' Mot. CM..<. O1S S.ALL BE ENTIRELY 0. BfrD • NE POUND, co I NO El■ EEL hi Etta 6:69 VLoc0 SHALL BE PERurrTEO. t/4• to -20 SCRE*6S USEO si-141.1. BE r LCNC 1,1 SHOULD STUCCO CST. A.3) IN CASE THAT PRECAST sTCHE. PRECAST CONCRETE P.S. OR PAYERS BE MAO ON THE CosTINO YiALL CR FlAOR. ...14(•4oFes BE 1.0.4 laKYLICH TO REACH TIE WAIN srRucTu4 E C434140 SUCH PANELS. A4EHO RACE Sk1.4LL BE 1 y( i.40).tuu FOR ANCHGRS 1.10 IN Al). & 7/ FO O 61E4TIONED 01 A.2). 2) To EXISTNC CONCRETE BLCOt WALL: - 1/4' 1 TAPCON A. AS LIAHUPACTUREO Etf LTA RAltSE7 ELCCIt NOvsTRIES. b •.= ▪ -1/4" • RA'o1. 2.•.144C 14..1.1N ANCHORS AS AANUFACTURED Th( Rol_ PLIA CewPAWY. - I/e • • 7/er VAR TALOIN ANCHORS OR I/4 • 1 7/( Fe.AvA. 1 SET 0PCP AS NAOJFACILRED BY STAR EXPANSION ANO THE P. CteuPA,trf, INC. RESPECTIVELY. NOTES: 8.) 1.1t.04 Et Or TAPCON 4C-05. ANO RAWL ZAILAC ?JUN Mcrioas 0410 THE COstETE EILOOX usa SHALL BE 1 1/4% 9.2) 7/5" TAURIN Ak17-40S MD 7/5 RAreL CAL* - 15 ANCHORS SHAD SE 04T1RELY Naecoca iwro THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SNAll BE PERrarrECt. 1/4" 0-20 SCREWS USED ee 1 1/2 LOsO 7eNNIUY SHOLILLI STUCCO MST ANO 1' 141: FOR WALLS WIN NO STUCCO. B..” IN CASE THAT PRECAST STONE OR PPEC.AST MsORETE PAS(LS BE FOUND CN THE DIsnsc WALL ANCHORS st BE LO t.4 Et.491.,01 TO P':.:41 THE kt.Am sTRuOTU RE BEHNO SucH PANELS. AND-K.RACE SHALI. BE 1 I/e NNIAN FC. A. wcvnoNED ft B.1.), & 7/e ANCIw3P1 LIENTONED IN 8.2). (c) ios s1.1. BE INSTALLED FOU_CNING ALL V riE RECOAFJ40A1IONS A. SPECOCADONS 7)+E ANcHoRts p...Y.trAcruR ER. (0) A. TO woo FRAME ouru)scs NOT OLNEPD CM THIS OP.AANO SI-LALL BE ENONUP7E3 ON A A9 BY B C8 BAS6. a. OWE A.NO mE KNuCKLES FOR CENTERLATES � & 0, k NE STARTVZ °ARE UNDER THE :NT or E.A...,RN 1 . 4 ETALS 9, TT 5. BE THE RF_Sl'ONStK my or TI-c CONTRACTOR TO '.WY r,-rt souNot.tss or THE STRUCTL. m-E7TE SHUTTER c$ TO 8E ATTAZN CO TO INSURE PROPER ANOwORAGE. 10, sHurrues R EVW , sHALL BE PLAc ED ON T. COOSED SuPIACE OF THE FE•4•LE LOCK SLAT (CC‘IPCNEST I ) ONE vas.. S) co FOR EVERY CPENIND. LAEV.. S'IAL.1. Rt AS FOLLOWS: ROLLNOS-UELO 1.40, FLOP: CA CAGE COUN TY PPCCUCT CONTROL APPP OVE 0 125 r 3.751 PLAN SIDE ELEVATION 0 INSIDE LOCKER # 2 L1.000-- ASSA / ECONOMY ACCORDION SHUTTER 0 0 1 k K: 1 ROLLINGSHIELD (.S fl 19) 1 4 1, V, 74 - P;VED AS COMPLYING WITH TI-4F: SDI-Tri FLORIDA BUILDING CODE _ T VE9L18‘g 9q3 PROCUCi INTROL . DIVISION BUILDING CODE COMPLIANCE OFFICE AEPTANCE N09 16 3 0 . 03 CA T': DACE COLPti) 1 POURED CONCRETE RErX11RE0 ---� I SEE SOi0 AE Kg rIWa I srr PQN • s 10CtSSOf 1EXISTNC *NO701 OR S. C. D. / // � I POURED CONCRETE OR CONCRETE B'..00K WALL REOU6tED 10 x 1/Y S. S. • o. c. POURED CGNC.PET PIOUS WALL MOUNTING. INSTALLATION — SECTION A . —1. 1/4' 0 -20 S. 5. S. U. S. W /FULL PEEIETR,;TIGN NTO TA1.4RIN/RAwL CALK, - IN ANCHOR (SEE SCHEDULE). 0CJ <:.� (SCIL SC"EX41) / t0 x r S S S. H S. w/ l/r I' x Sir LONG NYLON oS NING. (T TOP). / 0 r S. S. S. W. S. 3 /r • x 5/r LONG NYLON BUSANG (To.) u w 3/ 0 S. 7 /e' LC U. S. NYLON BUSHI;IC. (Typ. BOTTOM). CONCRETE ANCHORS ($E SCHEDULE) POURED CONCRETE OR CONCFQTE BLOCK WALL REQUIRED INSTALLATION DETAILS 5/r HOLE TO INSERT SCREW T.HRU SILL INTO ANCHOR (REI.4ovABLE INSTALLATION) OVER WITH NYLON GAP. 10 x r S. S. S. M. S. / 3/r 0 x 7/r LONG NYLON BUS HIND. (Typ. BGTT04.4). 1 10 x 3/4' S. S. 05 0. C. EDGE CF SLAB IF APPLICABLE REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION E1 ROLAM CG 4C RErt CR COr-C(LLTE Ru:CK ktLL Rt JIP� CCNCR:TE .44 (S - c SCMEX/LE) CCr. pz t At+_ "C•S (SEE S riOLAL) 1 10: Y s. s. S. N. s. w /3 /5* • x 3/5' LONG NYLON BuSHiNG (Typ.) SEE SCHEDULE FOR Nratt'w SEPARATION '5 • TO GLASS OF EXISTING WINDOW OR 5. C. D. cONCT2ETL ANO -sORS (SEC sctE0U1i) WALL MOUNTING INSTALLATION — SECTION Al 1 10* 1 S. S_ •r 0.c. cc 4 :rE M O-G S (SEE SCA°Ulf) • L' 8 . rj 1_ 1 10 x r S. S. S. 14. S. w/ 3/6" I • 5/r LONG NYLON EUSHNG. (Typ. TOP). / 10 x r S. S. S. M. S. W/ 3/8' f x 7/$ LANG NYLON BUSHING. (Tarp. 8OTTO4.1). / 10tYS.S. 5. w. S. w /3 /r • S/r LONG NYLON HNC (T 110x 1/t s. s. • d 0. C. POIURED CONCRETE REQUIRED 1.0�7 , u;n. /4" 0 -20 S. 5. BOLTS W /NUT & } "A.S: +ER O 12' 0. C. I 1 \ \\ 1, \ \ \ \ \ \\ 1 10 x 3 S. S. S. U. w/ 3/r • x 7/5' LONG NYLON 6US.H.NC (Trr. BrTT1O4.). Y A ALTT?.sATE Y x 3' OR 4" OR S x .42s 1 10 . 3/4 S. 5. ALL'+JI`uit ANGLE 0 C 0. C. WALL MOUNTING INSTALLATION (OFFSET) — SECTION 01 s. OONGfE AN +0?S (SEE SCNE7AL) 1 11 w / 1 3% r t S /6• W. 5. 4 NYLON WS/ MG. (Tip. TOP). 3LOC tin. —.N POURED CONCRETE RECORD f GGE or St)8 If Ar"PVCAaLE 110 x3' I S. S. %Ir • x /r LONG NYLON HUSHING. (Typ. 80TT0 . 10x 3 /t S. 5. • 5O. EDGE Of SLAB r APPLICABLE CONCRETE ANCHOR (SEE SCHEDULE) CEILING Sc FLOOR MOUNTING INSTALLATION - SECTION B POURED CONCRETE OR ODHOPVC BLOCK HALL REZA RED /r /r VI 4 I SEE SCHEDULE FOR Ltiwu I stp.A A.nQN 's' Ill CtASS or CusnNG kN00w 01 5. C. D. it C.o+CRETE AN0-4.0R5 (CE L- t 9 n r (SEE ;0-€0 S ULE) ALTERNATE TYPICAL ELEVATION 5. w ° S. w / 3/3 ' . x 5/5 LONG NYLON 8IJ I G (7rp.) F'L a+aY_�S (sz< so-tau) Y .rcc oPs AUUwr4;u A.`:C 1.000 Mn 1.000' . Sin. xrOR r OR 5 x ALLN[Nui.4 ANGLE SEE NOTES ON LOCKS , ON SHEET 3 OF 6 FOR LOCK REQUIREMENTS 1 1 -20 S. S. @rills w/NUT & }nSNER • 1to.c. I I 11 II 1 4 1 O S.5.U. S. 3/e 0 x 7/e _ / NC NYLON EIUSHN3. (ryp. BOTTOM). 1/4 • S. S. BOLTS WANT & WAD-CA .125 WALL MOUNTING INSTALLATION (OFFSET) — SECTION C /1oxrs s 3 It s. w 3/r • x /r Lo!:C NYLON 6US%4 G, (Tp. TOP). APPROVED A3 COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OcclUOV(HfSE )s4� BY_ PRODUCT NTROL DIV!S:OIN BUILDING CODE COMPLIANCE OFFICE iCCEPTANCE N09 1x30 .�3 DADE COUNTY Eco,NE: rinT TESTING k ENGINEERING COL ?ANY 2,7, v+)r14 , �.: (arts; +.I r.. I- wt`.T`'P. T1 +U J F. FLOP LA Li . { 4 1 7 ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD (A.S.S.A. # 19) 44.54 N.W. 74 AINUL 41 44). FLOP, C.' 33165 hr....1 K.. n: I 3/20/P5 DATC 95 -- -� CONCRETE ANCHOF2$ • 9' 0. C POURED CNOCRETE OR CONCRETE BLOCK WALL REQUIRED 7 x7 x.125OR 3' x 3" x.090' ALUMINUM TUBE (6063 -T5 ALLOY) 3/16" • Alum. POo� RIVETS OR # 14 x 3/4" S. W. S. O 6' 0. C. gyp.) SECTION E ## 3/v 0 HOLE FOR LOCKING BOLT - 1' x 1' x .125 Cant. Num. ANGLE (6063 -T6 ALLOY) 7 x x.125 OR 3" x 3 ' x .090" ALUUINVM TUBE (6063 -T5 ALLOY) 3/16 0 Nun. POP RIVETS OR/14x 3/4' S. M. 5. 0 6 0. C. (Typ•) O `- I r I W I i I I I I \ I 1 r L, — _ J O (ALTTRNATE TO O) * (ALTER... 7E TO 4 4 L r _ 5 to 1' x r x 125' Cont. Nurn. ANGLE (6063 -T6 ALLOY) SECTION E1 T 5 * * r ' l —J I LJ (4) 3/16 0 N�sn POP RIVETS OR / 14 x 3/4' S. M. S. (TyP.) do ©O ®OR ® OR ®OR© 2 E ACH ANGLE NONE : SEE NOTES ON LOCKS ON THIS SHEET. VAUD ALSO FOR SECTION El AND ONE SIDED SHUTTER. (ALT13Q:o.TE To ISOMETRIC (CORNER POST) & BOTTOI SLABS) /9/ CONCRETE ANCHORS 09' 0. C. SECTION D 2.0O0' 7.000"- POuPED CONCRETE / CONCRETE BLOCK WA11 REQUIRED �I �// / // // /// 3/2f 0 HOLE FOR LOCIONG BOLT © &OO OR®A OR @O 7 x 2' x .125 OR 3' x 3 x .09 Num. TUBE POST 7 x 7 x .125 x TUBES' SIZE Num ANGLE (2 REWIRED) (6063 -16 ALLOY) EDGE OF SLAB 1 1/2" x 1 1/7 ,OR 11/7 x7 oct 2' x 2 OR 2' x 3 OR 7 x OR 2' x x .125' ALUMINUM ANGLE (6063 -TB ALLOY) 0 14x 3/4" s. w. s. OR 3/16' • ALUUiNUU POP RIVETS 0 9' 0. C. (ALTERWE TO ONE SIDED SHUTTER: END CONNECTION DETAIL CO INc. TILLJT TE.ETINO 1 WOINEEAIFtO C*JWPANY 15Y5 h.. li.. >c. tl,, W3K.. G ICK•LI P' 33.1 w' t.LTER A. TAUT Jm F. E FLO• CA Li:. 1 4 NOTES ON LOGS : ▪ INSIDE LOCKER Q OR OUTSIDE LOCrcx Q SHALL ALWAYS DE USED FOR A+v SPAN AT 11-GIALLA1IONS 1r,T}1IN THE r,P,ST 30 FEET OF DVILDNG, A10 FOg SHUTTER SPANS GREATER THAN 8'-G . FOR INSINUATIONS ABOVE 30 FEET ELENATKN Or B I0NG MEASURED AT BOTTO. OF SHUTTER, INSIDE LOCKER x SHALL BE TTA -LED TO ©!Qi BY MEANS Or 2 1HUH3 SCREW'S ONLY N US NO LOCKER. OUTSIOE LOCKER r Srv.tl B ATTAD+o THRU ©6 I I/4' 0-20 s. 5 SIDEWALK @OLT W 7/6 1t NC NUT Ctt.Y MIEN CQi LOCKER. 0). • FOR INSTALLATIONS WITHIN THE FIRST 30 FEET ELENATCN Cr Es 0414 MEASURED AT BOTTOM OF SHUTTER AND IN ADDITION TO E1T1iiA (� OR 0 USED LOCKERS. A REGULAR T LOCK I AY BE USED FOR SEOURiIi PURr05ES AT ANY DESRED LOCATgN OF CENTER>JATE (INSIDE OR OUTSIDE). WHEN USED INSIDE, MIN 1UU SEPARATION 1O CLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (W1- IK:HEVER t5 MORE CRTICAL). b). FOR INSTAUATIONS ADOvE 30 FEET ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER AND SH R SP/..NS VP TO 8' -D', ONE T LOCK I4AY BE USED N UEU OF LOCKERS OR OAT MIDSPAY Of CENTERMA1E FACING OUTSIDE OR INSIDE. WHEN USED INSIDE. MINOJUU SEPARATION TO CLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FRO. THE OTHER SHUTTER C014PCNENTS SHOWN ON SECTION D (WHICHEVER is MORE CRrTICAL). 1 = i I I r L , ** ASSA / ECONOMY ACCORDION SHUTTER !C 2000' —� ONCRETE ANCHOR 0 9' 0. C. I 1.000" ROLLINGSHIELD (A.s.s.A. 19) 4454 N.W. 74 IJ.Vr.. Fl.r ?• :' };,... POURED CONCR OR CONCRETE BtDCK WALL REQUIRED 3/8 • HOLE FOR LOCI BOLT • 1 1/2 x 1 1/2 OR 1 1/7 x 2: cR 7 x2 x 3' OR 7 x4'OR7 x5' x.125 ALLMlNU11 ANGLE (6063 -T6 ALLOY) / 14 x 3/4' S.W.S. CIR 3/16' • ALUMINUM POP RNEIS O r o. C. AF`PRO' /ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE • r • D?,T BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N09 • • .• DADE COU'TY 3/2Op5 c)T: 95 — INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES' 1 INSrALLATer4= ARE oN;4 vALO FOP BUILDING'S wiT14 WEAN ROOF HEIGHT LESS OR ECL'AL T.IVI 30 FEET AND 9' - ucx. SHUTTER SPAN. 2 NE'+ : • r P. T. TO BC SOUTHER:4 NNE No. 2. SURFACED DRY 14TH IS x N. M. C. w/ SFECIFIC OENtr,Y CF O.S.I. 3. FOR NEN wcOO IRti14C CONSTRVCT10r4: 1',G00 44EJBEFTS 10 BE 50UL1tERN PINE N•. 2. 'A'/ SPECIFIC DENSITY OF 0.55 OR EO•JA:. • kala 1/4' 0x3' LANG um. ANCLE (6063 -T6 A LAG SCREwS 0 6: 0. C. w/ 1 1/r un. PENETNATIO!4 TO EY STt 1,1000 HEADER 1 en Y yr OR4•OR5'x 125 Al LLOY, w/ 1 J/5" . sue - LONG LEON BUSHING. Wd 1/4 • -20 CY • _r•-•• S. S. BOLTS • 12' 0. C. W/ NUT d: YiAS1HER W000 HEADER REOVIR© SEE SCHEDULE FOR MN:MUM .- SEP.4?4n014 '5• TO C•(), .S OF EXISTIN. •WNW OR S. G. 0. (2) 1/4• • x 1 1/3' SCP.Exs 0 r o. C. • :.._TER NATIVE 1 A s. h / 10x3 S S S. W. S.w /3 /tr x 7/0" LONG MTLCF4 eVSHIN'G. (T e0nou) Nfr P. T. 2; r F Cont (2) 1/4 . 1 LA., SCP-.S 6 Si TV'C 04 T. PiTr4 Or STUC') A::^ '/ T 1.40. PINS' r :�.rn•; 441414 - *Mr4r14r � I III .1 4141 , 14 : - : / h er . i41l1!1l1 w'000 24 0. PLOD D 1 10 x 3 5. S. • x 5 /b' L0 BUS- NC. (Typ) g . b � ( GtAs.s Of ExrsTING MLN•Ow OR S. C. D. • /I w 24 0 REr_ 1/4' e x 1 lit LAO SCRCWS • e 0. C. ALTERNATIVE 2 GLASS of EXISTING / MNDCw OR S. C. 0. • 41114311 111141114141 11111 0 C. V X. ED To t/.2 SS. O 50. C. l/4• • -20 5. S. BOLTS 0 it 0. C. w/ NUT dr. WASHER 3/5 HOLE ro INSERT SCREW THPU SILL INTO BUSHING (RELANA3.E INST.) OR LAC SCREW (rixE0 N5T.) CONSRT W. TH NYLON CAP. r x 3' OR 4 OR 5 x 125' Alum. ANGLE (6053 -r5 AHOY. NEh P. T. 2* x s' Conl (2)1/4'•x5 LAG SCREWS 0 EACH STVO (NCAIrri Of STUD) 1,;0 w/ r M. PE•ETPArgN INTO SrrO (2) 1 14 5. S. S. N. S. O 0. C. IN BETWEEN LAG S` PENS 14;n W/ 1 3/8' f x 7/ S. LONG NYLON BUSHING. (Typ. BOTTOM). - SECTION B �h -- CLASS of S. OR O. / wLNDOw S. C. D. / 14 x 3/4' S. S. S. N. S. 0 6 0. C. ,fx0 tP SSES OR RAFTER • 24' 0. C. REO•JIP t. 1 10 x 3 S. S. 5. N. S W/ 3 /B' 4 x 7/e" LON.; NYLON BUSHING. (Ty;. 6DTTv.1;. 1 r i r 1/5 (44:n.) 6043 -Ts Nvn. • TL6E (Cool ) W/ (2) 1/4• • r 5 LAG Srp 4rS C 064 SILO (1.6DVDTH Or STLro1 AN M/ r urn. PET T- .TRAr/Gr4 in LX irr4C sr : :. 114 a 3/C SS. S. N. S. o 5. .s W / 3 /e • x 5/6' LONG N11.0 BUSHrv, (Typ ) /10x1 /2' S. S. • 5 0. C. ALTERNATIVE 3 WALL t.:.OUNTING INSTALLATION (OFFSET) - SECTIO ; SEE SCHEDULE FOR uIn. SEPARATION 'r 10 GLASS Of . EXISTY4C WNIX3 " ORS. D. ALTERNATIVE 4 ifp 41 • • 1' x •• x t/6' 041.) 0063 -15 Mtn,. TVOE w/ (2) S/16' • x 4• LAG SCQER'i To CACH f,/JT E R oR TRUSS. LOCATE SCREWS AT NOIrGTH Of Cos - TING W000 t+E4'BER (Y u.n. 140I 41.1 ',rem() w/ r ue4. PENETRATION. 1 10 xr S.5.S.44.S. w N1.DN BVS it (Typ. TOP). �.J 4,4',.1 R. A. 7. E F_c- :.� L': 441 t>Do TPL'7.(S OP RAT; 0 2r 0 C PE0VIPEL+ 5/8' HOLE TO INSERT SCREW THRLT $ILL INTO BUSHING (REMOVABLE INST.) OR LAG SCREW (F1xED INST.) COVERT ram NYLON CAP. 1 10 x 0 r 7 / S. 8 LONG NYLON BUSHING. (Typ. BOTTOM). 10 z 3/4' S. S. 0 6' 0. C. 7 x 6 '000 DECY, REOVtRE3 (NO FriSH ALLOW:0) w/ 1/4 • r 1 1/2' LAG SCRE•S 0 6 0. C. 5. W. S. /3/8 t x 5/C LOr4 NYLON BUSHING (Typ.) • NOTE: • NOTE: FOR INSTALLATIONS THAT NEED NOT TO BE RE440VABLE FOR INSTA`l1.•oN5 THAT NEED NOT TO BE REMOVABLE USE 1/4' t x 1 1/2' LA.G SCf:Ews 0 6 - 0. C. USE 1/4' 0 x 1 1/2' LAG SCREWS 0 5 0. C. CEILING & FLOOR MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION - SECTION B1 / x, • 24 0 REOU 7 AI 1 10 x 1/Y S. S. 0 6 0. C. IILIECOINc TILE TEST4NG A E?4CINEERING CAUPANY h • .Y'.a U.. {;• 214, ],S'' 14 E:JS;; +.'1 -1 w•: Fcr I}x wTt - «' 1 00Z 4. n, 1/4 0-20 S. S. BOLTS 0 12 0. C. w/ NU T & WASHER 2 ie .3 0 4 09 s* Nu n. ANGLE (6063 -T6 ALLGT. / 10x 1/t S. S. •6 r x a x 1 /4T' (u'n.) e063 - tS Ran. 149E (CO M.) W/ (2) 1/4' e r S W sCR;•••• 0 CA.Lf4 STUD (N,C/M.:D n Cr STUD) AND W, 2 LSn. PENETAA.110•1 Ilrc ET.STr1G STUD ASSA / ECONOMY ACCORDION SHUTTER 5/8' HOLE TO INSERT �- BUSHING (PE 0 ABLE INST.) OR LA; SCREW (nxED It sr.) 00vERT WITH NYLON CAP. 5 1 10 x3' S.L4.S. LONG NYLON eJSHiNG. N �>D ) R0LLINGSHIELD (A.S.S.A. # 19) 4454 N. 74 A'. ".' :: 11.: °, Flom - : 32'E: NEW 2' x 5 P T. Cc�+t .000 PLATE h,' (2) S/ 1 - • 5 LAG SCRC•S TC C :� RAFTrP 0G P.-SS (-0Q Z SCREWS AT NOwtoo.l of EXISTING 140:0 44Cug (r ii . NOwrU1 ra :r-,; w/ r La PENETR„Cr: 10 S S. S. S. w. 5 / 3/5 • x 5/5 LONG NYLON BVSHNO. (T TO ?) 5/8' HOLE TO INSERT SCREW THRU SILL INTO BUSHING ( REMOVAwE . INST.) OR LAC 5CREN (FlXEO LAST.) COVERT WITH NYLON CAP. 10 x3' S. M. S. w/ 3/( • x 7/8• LNG NYLON BUSHING. (T p. BOTTOM). 10 x 3/4• S. 5. • 6• 0. C. t x C '000 Cx R£oLAP.0 HO FIN:SH ALLC'n'_'C.) AP?..OYEO AS COMPLYING WITH THE SOUTH FLORIDA BU:LDIPiG CODE VE DAT l • t l2 9 g BY PRODUC CONTROL DIV!SiON BUiLDIi`;G CODE COM ?LIANCE OFFICE ACCEPTANCE NO.55 Jb3D. 0 - 1. 11? c..- I cc. •. e`er - i 3 i D00E CO'J'.T't' O� - 3/20/"x5 aLT _1 c • SCALE GLASS OF EDCtsTING WINOCW OR S. G. 0. 2• x 8' Cont. 9 HEADER REQvtREO i /s• • x 3• LONG LAG SCREWS 0 9 0. C. w/ 1 1/2 M. PENETRATION TO EXST1NG W000 HEADER. 1 10 x 3 S. S. S. 14. S. w/ 3 /e • x 5/S LONG NYLON BUSHING. (Ty?. TOP). o u WALL MOUNTING INSTALLATION - SECTION Al — '4WbbbbbbbbbbM r' 9,000 24 0. RECD STUD O G. ED. SEE SCHEDULE FOR (ANIWUW SEPARATION • S' TO CLASS OF EXISTING T 1N0G N C)Ft S. G. D. 1/4 • x 1 1/2' LAG SCREWS • 0. C. ALTERNATIVE 1 NEW P. T. Y x 6' Cont. (2) 1/4" • x S LAC SCREWS EACH STUD (ucxanH CF STUD) ANO w/ Y IBn, PEILTRADON INTO MD 10 x3 S. S. S. W. S. w/3/8 • x 5 /0 LONG NYLON BUSHING. (Typ.) �OR t 1 10 x 3' S S. S. W. S. NYLON BUSHING. (Typ. 0TTt4.1). INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SEE SCHEDULE FOR 1.4INI12U4 sE?AaAnoN •S ro CLASS of E70STING w,NOCW OR S. G. D. ALTERNATIVE 2 w000 HEADER REQUIRED 114x 5. S. S. 4. S. o 6. 0. C. I/4 • • r LONG LAG SCREWS o 6 0. C. W/ 1 1/7' 44;n, PENETRATION TO EXISTING wo00 F4EADER. 9, • x 5/ S. IA. LONG NYLON BUSHING, (Typ• TOP). WALL MOUNTING INSTALLATION (OFFSET) -- SECTION A2 �. 110x 3's. S. S. U. S. W/ J /S' • . x 5/b• LONG NYLON 1 11 BUSHING. (1)9.) I l l LJ # 10 x 3' S. 5. S. Y. S. w/ 3 /5 • x 7/3' LONG NYLON BUSHING. (Tr p. BDTTLU). 1' x 4" x I/( (NIn 6053 -T5 Alum. TIRE ( Cont.) w/ (2) 1/4' • x 5' LAO SCR•wS • EACH STUD (wwnDTH OF STUD) Mo w/ ?• Nn, PE•LT RAT ON 11. ?0 ExrsT1N: STUD. 'T�-- N 9,000 HEADER REQUIRED —SEE SCHEDULE FOR IINTAu}• SFPA.TATIGN TO* GLASS OF EJCST1NC CR S. C. D. ALTERNATIVE 3 1 I C. TTU3T'TTSTTNG di ENCINEERwf: CDw ?ANY 6343 kw. }xi R. —. 1,7 ■•JwJ Gr'Gt r_^, !: t 11 h.3'+ : 041.11.1S :4 Ic. : (NY.e't - t•• ALTER A. TILLS Jr., F. E FLOP .k U: 1 LA TE . SEE SCHEDULE FOR NINIUUM SEPARATION • S - -.- • TO GLASS OF EXISTING 1INDCw OR S. C. 0. 9,000 HEADER REQUIRED ALTERNATIVE 4 ASSA / ECONOMY ACCORDION SHUTTER M . M 7 60' .f'LY ROLLINGSHIELD (A.S.S.A. f 19) 4-454 N.W. 74 A,_r;•_'E lI'AtJI, Flo ? :7..u. 1 sr. 1. - I . 1 x 2 ■ 1/8" (w1n.) ECf.3 -T3 ALLOY ALL'v NV14 TU8E Cont. 1 / 4 • • x 4• LONG LAG SCRE'NSO w/ 1 1/2 WIn. PENETRATION TO E15TNG W000 HEADER W/ 3/C 0 x S /g-. W. S. 0 NYLCN BUSHINC. (Ty?. TOP), W/ 3/" • x 5/5' 14. S C NYLON BUSHING. (Typ. TOP). 1 • 1 1 I1 U II II 11 u Q OR 10 x3• S. s. x 5/8 LC BUSHING. (Typ.) Cont. EQUAL TO ALTER/UTNE 2 NEW P. T. 2 x 4 Cont. W/ 1/3' • x s LONG LAG SCREWS 0 6' 0. C. w/1 1/2" It n PENETRATION To EXISTING W000 HEADER. OR 10 S. S. S. W. s.w /3 /F- • x 5/3' LONG NYLON BUSHING. (T Cont. EQUAL TO AL TER NAME 1 APPROVED AS 'COMPLYING WUI1 -I WE SOUTH FLORIDA BUILDING CODE DAT j_I UE • i . 19 q c PRODUC O(TEOL DIVISION BUIL DLNG CODE COMPLIANCE OFFICE ACCEPTa,rcE No 5– pap p DADE COUNTY SCE 3/20/:5 95 - �._ I t_. MAXIMUM DESIGN LOAO W (p.3.f.) MAXIMUM PANEL SPAN "L (ft.) MINIMUM SEPARATION 'S" TO GLASS (in.) .• •• • a U 77.5 45.1 12' -0' 13' -0" 4" 2 2 1/7 78.8 47.8 12' -0" 12' -8" 4' 2" 2 1/7 80.7 49.0 12' -Cr 12' -5 4' 2" 2 1/2" 81.5 50.5 12' -0<' 12' -4' 4 2 2 1/r 82.5 52.0 12' -0' 12' -2' 4 2 2 1/2' 83.4 52.4 12' -0" 12' -1' 4' •2" 2 1/7 ' 55.0 11 1 V -10" .' 4' • 2 1/4" 86.7 55.2 11' -10" 11 -10' 4' 2• 2 1/4 86.8 55.6 11' -4" 11' -9" 4 2" 2 1/4" 88.5 57.2 1V -4' 11' -7" 4 2" 2 1/4 90.3 58.6 11' -4' 11' -5' 4' 2 2 1/4' y 90.8 58.8 11' -4' 11' -5" ( 2" 2 1/4" 91.4 59.5 11' -4" 1V-4' 4 2" 2 1/4' 92.7 59.7 11' -4' 11' -4. 4" 2 2 1/8" 93.8 61.5 11' -2" 11' -2 4' Y 2 1/8" 94.8 81.8 11' -1" 11' 7 1' 4' 2' 2 1/8" MAX IAUIJ DESIGN LOAD 'W" (p.s.f.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION "5" TO GLASS (in.) • •• • •• 61.9 77.5 11' -1' 9' -11' 9 -11'' 3 1/2" 2 1V -0' 78.8 2 1 /8" 9' -10" 9' -10' 3 1/2" 2" 2 1/8' 80.7 11' -0" 9' -9" 9 -9' 3 1/2" 2" 10' -8 81.5 4' 9' -8" 9' -8 3 1/2" 2 4' 82.5 67.5 9' -8" 9' -8" 3 1/2" 2 70.1 83.4 • . 9' -T 9' -T 3 1/2" •2" • 86.2 2- 9` -5" 9' =5' 3 1/2" 2" 2 86.7 10'- 4" 9' -5 9' -5 3 1/2" 2• 10' -3' 86.8 4' 9' -5" 9' -5 3 1/2" 2" 4' 88.5 75.2 9' -4' 9' -4" 3 1/2' 2" 75.3 90.3 10' -1' 9' -3" 9' -5 3 1/2" 2 10' -0' 90.8 2" 9' -2" 9' -2" 3 1/2" 2" 91.4 9' -2" 9 ',-2 3 1/2" 2" 92.7 9 -1' 9' -1` 3 1/7 2 93.8 9' -0` 9' -O 2 7/8" Y 94.8 9' -0" 9 -0 2 7/8" 2' 1•IAXIMUM DESIGN LOAD 'W" (p.e.f.) MAXIMUM PANEL SPAN 'L' (f1.) . MINIMUM SEPARATION "S" - TO GLASS (in.) • •• • u 61.9 11' -1" 11' -1' 4' 2 1/8' 63.4 11' -0" 1V -0' 4" 2 1 /8" 63.6 11' -0" 1V-0" 4' 2 1/8' 63.7 11' -0" 11' -0' 4' 2 1/8' 66.9 10' -8 10' -8" 4' 2' ' 67.0 10• -8" 10 4' 2 . 67.5 10' -8" ' 10' -8" 4' : 2 70.1 10' -6" 10' -6" 4' 2 71.1 1O• -5" 10' -5 4' 2- 71.4 10'- 4" 10'- 4' 4' 2 71.5 10'- 4" 10'- 4' 4' 2 72.9 10' -3' 10' -3' 4' 2 75.1 10' -1" 10' -1' 4' 2 75.2 10' -1" 10' -1' 4' 2" ' 75.3 10 -1' 10' -1' 4' 2 77.0 10' -o 10' -0' 3 1/2' 2" MAXIMUM DESIGN LOAD "Yr (p.s.f.) MAx1I4tJM PANEL SPAN • L' (EL) 1.1IN!UU4 SEPARATION '5 TO CLASS (in.) • .. • .. 96.6 8' -11' 8' -11" 2 7/8" 2' 96.8 8' -11' 8' -11" 2 7/8" r 97.7 8' -1o' 8' -10" 2 7/6 2' 100.5 8' -9' 8' -9" 2 7/8" r 101.5 8' -8" 8' -8" 2 7/8" 2" 103.7 8' -7' 8' -T 2 7/8" 2 - 106.5 8' -6" 8' -6 2.7/8" 2" 108.8 8' -5' 8' -5" 2 7/8" 2" 110.6 8' -4' 8' -4" 2 7/8" 2' 111.0 8'- 4' 8'- 4" 2 7/8" 2" • 114.1 8' -2' 8' -2' 2 7/8" 2' 116.5 8' - 2" 8' -7 2 7/8' 2 116.9 8 -1" 8' -1" 2 7/8' 2' 117.6 8 -1' 8' -1' 2 7/8' 2' 119.7 8•- 8' -0" 2 7/8" 2 120.0 8' =0' 8' -CC 2 7/8" 2" MAXIMUM DESIGN LOAD "W (p.s.f.) WALL MOUNTING INSTALLATION Al' TOP do BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION , AT TOP & BOTTOM ' (TO MASONRY) CEILING MOUNTING INSTALLATION . TOP . 44 BOTTO!J (TO CONCRETE) FROM 45.1 TO 61.8 ICE 1 NOTE 2 Wit 3 MOTE 1 NOTE 2 NOTE 7 1RtE 1 N7TC 2 NOT 3 g" 9" 9' 9" 8" 6' 9" 9" 9' FTR01+1 61.8 TO 75.3 9• 9- 9• 9" 6" 5' 9' 9" 9' FROM 75.3 TO 91.4 9• 9 .. 9. g" 5' 5' 9" 9" 8" FP01! 91.4 TO 120.0 9 • 6• g' r 4' 4 9 r r MAXIMUM DESIGN PRESSURE RATING "IN' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCC. VALID FOR SPANS OF 5' -0 OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0" TO 8' -6". (3) F.1]r 4' H ^ S PCC. VAL10 FOR SPANS GREATER Tr _ -F.' TO la, . A`LO1'.T. MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, W ACCORDANCE WITH ASCE 7 -88 CRTTER'JA FOR A CNEN OPENING. IF NEGATIVE PRESSURE VALUES COIAPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAD AND NEED NOT 10 BE CHECKED. EDGE OF • FOR SHUTTERS INSTALLED FOR M!NiMUM SEPARATION SHOWN ON SCHEDULE •• FOR SHUTTERS INSTALLED OF SHUTTER. F 3" Max. ir M,r1 . 77 .' = - - WITHIN THE FIRST 30' -0'' ELEVATION OF BUILDING. SEE TABLE 1 TO GLASS FOR SPANS SHORTER THAN THE MAXI1.1UM ALLOWED ABOVE 30' -o ELEVATION OF BUILDING, MEASURED AT BOTTOM 2 ANCHORS REO EACH EN O S - ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W /TRACK 'A" (TO? & BOTTOM) SHALL BE INSTALL FT) STAGGERED AT Max. SPACINGS INDICATED ON SCHEDULES. TABLE 1: MINIMUM .SEPARATION "S' BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN "L', FOR SHUTTERS INSTALLED WITHIN THE MST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30'-Cf ELEVATION SHALL BE MEASURED AT 8OTTOM OF SHUTTER. SEPARATION "S' TO BE MEASURED AS INDICATED ON SECTION D. SHEET 3 OF 6. APPROVED AS COMPLYING \YiT'ri THE SOJTH FLORIDA BUILDING CODE n G 199 J D:;T•L Dh !2 r PRODUC ONTROL DIV!S:Of BUILDING CODE • COMPLIANCE OFFICE ACCEPTANCE Ho.95 U .0.3 DADE COUNTY 3/20,/ 5 ASSA / ECONOMY ACCORDION SHUTTER SHUT ItR SPAN "L (ft.) LESS OR EQUAL THAN 9' -0" ROLLINGSHIELD (A.S.S.A. # 19) 4414 ti 74 AVt'.'J_ 1J.:..1:, FLOP :',4 33.1E_5 • > 9' -0" TO 10' -0" • . 3 1/2 I I L I E c® 1 N C . TI LW TESTING at ENGINEERING 004 PAN Y 5.}i2 K• J 94. . L`." 217, VAi "u Grct.5 n.r,:... 5_i/: P C*, : (7.2 . 7{-15.70 . Fa, : 0 'tip T TR A. TIJJT Jr., P. E FL0=0', Li:. # 441E 7 A , K 1 ►C 111,1 I Y.. -. 1 K.. ,• 1 h�•T3.. 1 Or: ! - _ I 3 i I MAXIMUM DESIGN PRESSURE RATING "IN' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCC. VALID FOR SPANS OF 5' -0 OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0" TO 8' -6". (3) F.1]r 4' H ^ S PCC. VAL10 FOR SPANS GREATER Tr _ -F.' TO la, . A`LO1'.T. MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, W ACCORDANCE WITH ASCE 7 -88 CRTTER'JA FOR A CNEN OPENING. IF NEGATIVE PRESSURE VALUES COIAPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAD AND NEED NOT 10 BE CHECKED. EDGE OF • FOR SHUTTERS INSTALLED FOR M!NiMUM SEPARATION SHOWN ON SCHEDULE •• FOR SHUTTERS INSTALLED OF SHUTTER. F 3" Max. ir M,r1 . 77 .' = - - WITHIN THE FIRST 30' -0'' ELEVATION OF BUILDING. SEE TABLE 1 TO GLASS FOR SPANS SHORTER THAN THE MAXI1.1UM ALLOWED ABOVE 30' -o ELEVATION OF BUILDING, MEASURED AT BOTTOM 2 ANCHORS REO EACH EN O S - ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W /TRACK 'A" (TO? & BOTTOM) SHALL BE INSTALL FT) STAGGERED AT Max. SPACINGS INDICATED ON SCHEDULES. TABLE 1: MINIMUM .SEPARATION "S' BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN "L', FOR SHUTTERS INSTALLED WITHIN THE MST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30'-Cf ELEVATION SHALL BE MEASURED AT 8OTTOM OF SHUTTER. SEPARATION "S' TO BE MEASURED AS INDICATED ON SECTION D. SHEET 3 OF 6. APPROVED AS COMPLYING \YiT'ri THE SOJTH FLORIDA BUILDING CODE n G 199 J D:;T•L Dh !2 r PRODUC ONTROL DIV!S:Of BUILDING CODE • COMPLIANCE OFFICE ACCEPTANCE Ho.95 U .0.3 DADE COUNTY 3/20,/ 5 MINIMUM SEPARATION '5 (in.) SHUT ItR SPAN "L (ft.) LESS OR EQUAL THAN 9' -0" 2 7/8` • > 9' -0" TO 10' -0" • . 3 1/2 > 10 -o" TO 12' -O' 4' MAXIMUM DESIGN PRESSURE RATING "IN' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCC. VALID FOR SPANS OF 5' -0 OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0" TO 8' -6". (3) F.1]r 4' H ^ S PCC. VAL10 FOR SPANS GREATER Tr _ -F.' TO la, . A`LO1'.T. MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, W ACCORDANCE WITH ASCE 7 -88 CRTTER'JA FOR A CNEN OPENING. IF NEGATIVE PRESSURE VALUES COIAPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAD AND NEED NOT 10 BE CHECKED. EDGE OF • FOR SHUTTERS INSTALLED FOR M!NiMUM SEPARATION SHOWN ON SCHEDULE •• FOR SHUTTERS INSTALLED OF SHUTTER. F 3" Max. ir M,r1 . 77 .' = - - WITHIN THE FIRST 30' -0'' ELEVATION OF BUILDING. SEE TABLE 1 TO GLASS FOR SPANS SHORTER THAN THE MAXI1.1UM ALLOWED ABOVE 30' -o ELEVATION OF BUILDING, MEASURED AT BOTTOM 2 ANCHORS REO EACH EN O S - ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W /TRACK 'A" (TO? & BOTTOM) SHALL BE INSTALL FT) STAGGERED AT Max. SPACINGS INDICATED ON SCHEDULES. TABLE 1: MINIMUM .SEPARATION "S' BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN "L', FOR SHUTTERS INSTALLED WITHIN THE MST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30'-Cf ELEVATION SHALL BE MEASURED AT 8OTTOM OF SHUTTER. SEPARATION "S' TO BE MEASURED AS INDICATED ON SECTION D. SHEET 3 OF 6. APPROVED AS COMPLYING \YiT'ri THE SOJTH FLORIDA BUILDING CODE n G 199 J D:;T•L Dh !2 r PRODUC ONTROL DIV!S:Of BUILDING CODE • COMPLIANCE OFFICE ACCEPTANCE Ho.95 U .0.3 DADE COUNTY 3/20,/ 5 DRAWN M.M. CHECKED M.A.C. DATE 10-17-05 SCALE AS SHOWN JOB NO. 05 SHEET 1 Lam\ OF 2 SHEETS GENERAL NOTES: ( 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). B. FLORIDA BUILDING CODE. LATEST EDITION. C.ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS_ D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THROUGHLY UNDERSTAND THE WORK. ANY AND ALL DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED. 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER_ 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME . IN CASE OF HIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER. 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE_ CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER_ 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE ARCHITECT, THE CONTRACTOR AND THE OWNER. 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRATOR. ZONING DATA EXISTING USE: RESIDENTIAL 3,215 S.F. GROSS LOT AREA: 9,675 S.F. DATA EXISTING EAST SIDE SETBACK 10' -0" SOUTH FRONT SETBACK 25' -0" NORTH REAR SETBACK 84' -0" WEST SIDE SETBACK 10' -0" BUILDING HEIGHT ROOF 14' -6" LEGAL DESCRIPTION MIAMI SHORES SECTION #3 PLATBOOK 10, PAGE 37 LOT 23 & E1/2 LOT 22 BLK 65 LOT SIZE 75.00 X 129 SCOPE OF WORK 1) NEW HALF BATH 2) NEW DOOR (NORTH & SOUTH ELEVATION) 3) (1) NEW DOOR & (5) NEW WINDOWS N.E. 93RD STREET OCA SCALE: 1 "= 1 OO' LEGEND N.E. 94TH ST. EXISTING WALL NEW EXTERIOR 8" WALL 5/8" INTERIOR GRADE DRYWALL WALL PROPOSED EXISTING EXISTING EXISTING EXISTING' 14' -6" ON MAP EXISTING GARAGE 101 000 EXISTING KITCHEN 0 EXISTING SUNROOM 101 EXISTING ALLEY 00 00 A/C 0 11 EXISTING NE. 93RD STREET EXISTING FLORIDA ROOM 1101 0 101 EXISTING DINING ROOM 11 EXISTING LIVING ROOM 101 EXISTING WALLS TO REMAIN 1 NEW CONCRETE STEPS W /MAX 7" RISER EXIST. BATH 101 - -E T- -- CL. 0 EXISTING BEDROOM 101 NEW 3'- 0 "X7' -0" IMPACT FRENCH DOOR OE [ 02 EXISTING BEDROOM R' -7 0 EXIST. NEW 3'- 0 "X4' -0" EGRESS WINDOW 1 1— CO J W N 00 La_ CO W < w c W.•- U ~N Q U0)((T) Q W — Cf Z N I 71 1 PIN j 1 fl ? (1) 0_ LI Q O Q z J Z < JO< 0 OUZ J_OW LI_ (I) J 0 WO NDOW SC CHECKED M.A.C. EDLLE SCALE AS SHOWN MK WIDTH HT SILL JAMB HEAD MATERIAL DESCRIPTION REMARKS <A) EXIST. EXIST. EXIST. EXIST. EXIST. EXISTING EXISTING •■,L, �y EXISTING © 3' -0" /� v:,,,� 4' -6" v . 0 v ` ALUM. 8c GLASS c M "V- lr -vfAA/ 1 EGRESS WINDOW SELECTED BY OWNER SEL ERTED OW BY © S-0" '- ' 4'--et - EXIST. EXIST. EXIST. - ALI in n E-TA_ }.itacIi'"i A -`'c;. 96(. *3./6 d & 0 1' -8" 3 ' - sr,,=, ),r' -rL Z 62-- 3.1,, -4y 0 3'-0" 4'- k .., , 5 / ��n e- . -31-' t DOOR SC CHECKED M.A.C. . _DL LE SCALE AS SHOWN MK TYPE SIZE ELEV MATERIAL FRAME T'HLD W'STR REMARKS 0 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 0 SWING 3'- 0 "X7' -0" PTD DRYWALL METAL METAL YES YES SEL ERTED OW BY -,© SW NG 3-ff 6 _ W.R. DRYWALL - ALI in n E-TA_ YES Y= S - FO \ HS CHECKED M.A.C. S CHE DU Li SCALE AS SHOWN MK AREA FLOOR BASE WALL CEILING HT. REMARKS EXISTING EXIST. EXIST. EXISTING EXISTING EXIST. 101 BEDROOM WOOD WOOD PTD DRYWALL PTD DRYWALL 8'-O" SELECTION 3Y OWNER 1 021 NEW BATHROOM TILE TILE W.R. DRYWALL W.R. DRYWALL I ,,. 1 O? DRAWN 1 M.M. CHECKED M.A.C. DATE 10-17-05 SCALE AS SHOWN JOB NO. 05 SHEET A 2 AF 2 SHEETS�2 SHEETS DIVISION 2 SITE WORK DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DETAILS) f c 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2.FILLUNDER BUILDING :COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80 LARGER THAN WILL PASS THROUGH A 2 1 ,6 " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F. 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M C90 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1 /2 PART LINE PUTTY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" 0.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX_ B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS_ 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US- A2 -HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. MEET HS -A1 -H CLASS II SPEC /A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -T5 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO MATCH EXISTING B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST_ TO MASONRY CONST_ NEW 1/2" GYP. WALL BOARD 1/8" GLASS NEW INSECT SCREEN NEW BACKER ROD AND SEALENT D STUCCO FIN. TO MATCH EXIST. TA IL @ „AM SCALE: 3 " =1 -O" NEW 5/8" STUCCO TO MATCH EXISTING NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4" DIA. TAPCON © 12" 0.0 NEW EXTERIOR INSECT SCREEN NEW BACKER ROD AND SEALENT NEW SLOPE NEW 5/8" STUC MATCH EXIS1IG D SCALE: CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON © 12" 0.0 a d 4 Il i ll @ SILL SCALE: 3 " =1' -O" ;D ALL DOORS AND WINDOWS ARE TO BE DADE COUNTY PRODUCT CONTROL IMPACT WINDOW MANUFACTURE TO VERIFY ROUGH OPENING PRIOR TO FABRICATION IMP NEW 1/8" GLASS NEW 1/8" GLASS NEW MARBLE ILL 8 "X8" CONC. W/1 #5'S DOWEL MIN. 6" INTO FOOTING -AND CONC. HEADER CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. 8 "X12" CONC. W/4 #5'S NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3 "X1 /4 "DIA. TAPCON © 12" 0.0 NEW 1/2" GYP. WALL BOARD NEW CAULKING -AD NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3 "X1 /4 "DIA. TAPCON © 12" 0.0 "x8" CONC. W/1 #5's MIN. 6" PENETRATION INTO JAMB CONC. BOTH SIDES NEW WINDOW NEW FRENCH DOOR 7'- 0"X3'-0" 4aw af WES IE SCALE: 1/<' " 1 EVA 0 " FILLED CELL W /(1) #5 FROM FOOTING TO TIE BEAM ON NEW EGRESS WINDOW %% 2 NEW WINDOWS / \ sou SCALE: 1 /4" NO PRO ROPO NG SCALE: 1/4 " =1 - O " SCALE: 1 /4 = 1 ' 0 " VA EVA 0 ED ELEVA 0 " ON (NO WORK) ON q NO z 0 I•- Q W W D 4(IC 11 0 � fi O D I-L- (7) c Ne) - 0 p < PO\DATO\ SC-PDJLE MARK SIZE REINFORCING REMARKS F -1 10" X 16" 2 #5 CONT. EXISTIN CONT. COLV\ SC 4) 8 "X8" CONCRETE COLUMN W/1 #5 CONTINUOUS II II DRAWN M.M. CHECKED M.A.C. DATE 10 -17 -05 SCALE AS SHOWN JOB N O. 05 SHEET s OF 1 SHEETS Nlirw GENERAL All dimensions shall, be ,verfied by contractor at the job site and in case of any discrepancy in drawings, architec and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply `with all the provisions of the Florida Building Code and the ACI 318 -02 specifications. , Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responcibil`ity. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 5000 PSI @ 28 days Columns 5000 PSI @ 28 days Slabs 5000 PSI @ 28 days All structural concrete 5000 PSI @ 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the FBC2001 HVZ. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. 30" LAP MIN. TYP_ 30" LAP MIN. TYP. DRILL 6" INTO EXISTING & SET W/ EPDXY GROUT EXISTING 10 "X16" CONCRETE FOOTING W/2 #5 CONT. S ROOF TOP OF BEAV FLOOR SCALE: 1 "= 1 EXISTING 8 "X12" CONCRETE TIE BEAM W /(4) #5'S .. 00 GRADE • 9 CT ON REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. AM discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' -0" on (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 1/2" Grade beams . . . .3" Beams 2" Slab 1" PREPARATION OF Contractor to follow all recommendations of geotechnical engineer for this project and use the FOUNDATION • original soil report as a guide. EXISTING ROOF FRAMING EXISTING 1/2" GYP. BD. PROVIDE 1 #5 IN FULLY GROUTED CELL, 6" DRILLED W /EPDXY REINFORCING INTO EXISTING, INCLUDING 30" SPLICE LENGTH 4" CONC. SLAB ON GRADE PROVIDE 1 #5 IN FULLY GROUTED CELL, 6" DRILLED W /EPDXY REINFORCING INTO EXISTING, INCLUDING 30" SPLICE LENGTH r L r . #5 0 12" P �O -- )O S CALE: 1 /4 " =1 (1) #4 TYP_ 12" 12" 12" \\/ //W.(/ S T,4 I R SECT10N F -1 F -1 EXISTING 4" CONCRETE FLOOR SLAB W /6X6 — W1.4XW1.4 W.W.F c ' O d IL` L ON CONCRETE BLOCKS SLAB OPENING WOOD TESTING MATERIAL SCAL1 /2 "= 1 ' -0" P O Li] C3 EXISTING ALL CELLS BELOW SHOULD BE FULLY EXISTING 1 #5 VERTICAL REINFORCING IN GROUTED CELL 0 48" C.C. (TYP.) EXISTING NEW 10 "x16" CONT. CONCRETE FOOTING W/ #5 CONT. REINF. Sc #3 0 18" C.C. SHORT WAY. L- F - AN Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 1500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0" marked on foundation plan TC -1 Extend reinforcing into concrete beam at the top and into conc. footing at bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub west, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Lumber grade and species for roof trusses shall be determined by truss fabricator. Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. EXISTING NEW CONC. SLAB W/6x6- W1.4XW1.4 WWF ON 6 MILL VAPOR BARRIER ON WELL COMPACTED FILL. GRADE GROUTED F -1 F -1 Th P F F P BRIDGE F - 1 BRIDGE EXISTING 2 "X10" JOIST 16" 0.C. N F -1 7' -11" EXISTING 2 "X8" JOIST 16" 0.C. GENERAL CONTRACTOR REQUIRED TO VERIFY THAT A SOIL BEARING CAPACITY OF 2000 PSF. EXIST. IF A BEARING CAPACITY OF LESS THAN 2000 PSF. I S ENCOUNTERED, THE E N C E R , ) S BE NOTIFIED BEFORE PROCEEDING W1 7 -I WIR ELECTRICAL SYMBOLS ill) �.J lip - DUPLEX RECEPTACLE -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED 15 AMP /120 VOLT - DUPLEX RECEPTACLE -SW -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED 15 AMP /120 VOLT - G.F.I. RECEPTACLE - VERIFY MOUNTING HEIGHT 15 AMP /120 VOLT - TELEVISION OUTLET - VERIFY EXACT LOCATION - - DISCONNECT -SIZED AND FUSED AS PER EQUIPMENT NAME PLATE RATING S -SMOKE DETECTOR DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY 0 CEILING MOUNTED LUMINARIES. Q -WALL MOUNTED FIXTURE - OUTDOOR FLOOD LIGHTS, 100 WATT PAR38 LAMPS AV - EXHAUST FAN a CEILING FAN (CONTRACTOR TO PROVIDE BRACED JOINTING BOX) AS PER NEC -314 D 0 v.P SHOWER V.P. (VAPOR TIGI -FIOR WET LOCATIONS) SHEET C -QUAD RECEPTACLE -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED Nor D M4) 15 AMP /120 VOLT - SINGLE RECEPTACLE 20 AMP /120 VOLT - VERIFY MOUNTING HEIGHT - DUPLEX RECEPTACLE - CEILING MOUNTED. VERIFY EXACT LOCATION 15 AMP /120 VOLT ® - EQUIPMENT RECEPTACLE -MOUNT 18" A.F.F. UNLESS OTHERWISE NOTED VOLTAGE AND AMPACITY AS PER PLANS 0 -15 AMP /120 VOLT -MOUNT 44" A.F.F. UNLESS OTHERWISE NOTED CONTROL PUSH BUTTON - SWITCH, -MOUNT 44" A.F.F. UNLESS OTHERWISE NOTED 3 15 AMP /120 VOLT 3= 3 =THREN -WAY M = 20 A, MOTOR RATED 4 = 4- WAY D= 1.2 KW DIMMER \ / - TELEPHONE OUTLET - VERIFY EXACT LOCATION DRAWN S.L.M. CHECKED A.R.G. DATE 11 -1 2 -05 SCALE AS SHOWN JOB NO. O5 OF SHEET C 1 SHEETS GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE. SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANEL BOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. a . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' FLAME SEAL 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT. TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. EXISTING OVERHEAD 200 A SERVICE CONTRACTOR TO VERIFY WITH F.P.L. EXISTING FPL METER (200 AMPS., 1PH, 120 / 240 V WITH 2P -200 AMPS MAIN I OF I BREAKER) TO BUILDING C.W.P. FOUNDATION a= STEEL CONTRACTOR TO VERIFY AND PROVIDE # 4 CU GND (NEC -250) —6' MIN J 2 -5/8 "X10' GND RODS OUTSIDE INDOOR EXISTING 3 -3/0 +1 #6(G)THHN COPPER IN 2" C TE T Zi PANEL ' E ' M.C.B. EXISTING ELECTRICAL RISER DIAGRAM N.T.S. ALL ELECTRICAL EQUIPMENT INDICATED BY A DASHED LINE IS EXISTING TO REMAIN I (•)CONTRACTOR TO PROVIDE AND VERIFY EQUIPMENT GROUNDING CONDUCTOR AS PER NEC 250 -122 CONTRACTOR SHALL USED MINI BREAKER,TO ACCOMMODATE NEW BRANCH CIRCUIT REQUIREMENT SHALL REORGANIZE ALL LISTING BRANCH CIRCUIT APPROVED A NEW TAPE PANEL INDEX. LETTER SYMBOLS E - EXISTING TO REMAIN ER - EXISTING RELOCATED (SHOWN IN NEW LOCATION) N - NEW DEVICE TO BE INSTALLED ALL DEVICES ARE NEW UNLESS OTHERWISE INDICATED BY SYMBOLS ABOVE. * - ALL EXISTING RECEPTACLES IN BATHROOMS, OUTDOOR OR WITHIN 6" OF SINKS SHALL BE REPLACED WITH NEW G.F.C.I. TYPE, LEVITON # 6598 -1 OR EQUAL. THE EXISTING BRANCH CIRCUIT NUMBERS SHOWN ON THIS PLAN PLAN ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL RE -USE ALL POSSIBLE EXISTING BRANCH CIRCUITS SERVING THIS AREA. PROVIDE AS -BUILT DOCUMENTS TO REFLECT ACTUAL CIRCUITS USED. PROVIDE NEW TYPED PANEL SCHEDULES DIRECTORY REFLECTING EACH RESPECTIVE BREAKER USED. EXTEND TO EXISTING PANEL 'E" AND PROVIDE NEW 1P -15A BKR(2- #14,1/2 ") irtai TIE TO EXISTING 1 P -20A BKR 2- 12,1 A..) AS PER NEC 210 -11 (C)(3) /NEC 210-52 ill A ' KITCHEN 741Pre- EXISTING TO REMAIN O I �....- fir= i� .�� EXI ST� � A.H.0 I AV, TIE TO EXISTING OUT DOOR LIGHTING 1P -20A BKR(2- #12,1/2 ") SHADED AREAS AREA EXISTING TO REMAIN AS IS FOR E.F. DETAIL SEE PLUMBING D WGS. OPO C - D _AN SCALE: 1 /4" = 1 ' -0" N W.P. FIRST 10 KVA © 100% REMAINDER © 40% EXISTING HVAC TOTAL DEMAND LOAD EXISTING PANEL 'E' 200 AMP ELECTRICAL LOAD CALCULATION EXISTING GENERAL LIGHTING 1,387 SQFTX 3 VA EXISTING SMALL APPLIANCE(2) EXIST. COOK TOP PLUS RANGE EXISTING DRYER EXISTING WASHER EXISTING WATER HEATER EXISTING DISHWASHER EXISTING GARBAGE DI SP. EXISTING REFRIGERATOR EXISTING OUTDOOR LIGHTING EXISTING GARAGE OPENER FUTURE PROVISION EXISTING PUMP 100% DEMAND 33,804 VA 4,161 VA 3,000 VA 12,000 VA 5,000 VA 1,500 VA 4,500 VA 1,200 VA 1,000 VA 1,200 VA 1,200 VA 1,200 VA 2,400 VA 2,400 VA 40,761 VA 10,000 VA 12,304 VA 22,304 VA 11,500 VA 33,804 VA DEMAND 141 AMPS �R G REYES — GAVILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES — GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 16252 N.W. 79 AVE. MIAMI LAKES, FL 33016 TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelec©bellsouth.net REVISIONS Z a. 0 O L� (1) Ld 0 L�J LL1 0 Z 0 � � . 0 < L'U 71F- N Cf) BY w PLUMBING FIXTURE CUNNECTIIN SCHEDULE r PLUMBING SYMBOL LEGEND DESCRIPTION SYMBOL DESCRIPTION REMARKS COLD SANITARY LINE VENT LINE COLD WATER LINE HOT WATER LINE WALL CLEAN OUT FLOOR DRAIN FLOOR PENETRATION HAMMER ARRESTOR WALL CLEANDUT VENT THRU ROOF CLEANDUT ON GRADE HOSE BIBB W/ VACUUM BREAKER AND SHUT -OFF VALVE TIE -IN TO EXISTING PIPING VERIFY LOCATION AND INVERT BEFORE ROUGH -IN. NOTIFY ENGINEERS FOR ANY DISCREPANCIES. . - ■ -- — - - - - -- CO FD Y WATER CO VTR CMG T- s WC PLUMBING FIXTURE CUNNECTIIN SCHEDULE DATE 11 —1 2 -05 NO. DESCRIPTION DRAIN WATER REMARKS COLD HOT WC WATER CLOSET 3" 1/2" -- FLUSH TANK, 1.6 GPF LAV LAVATORY 1 1/2" 1/2" 1/2" PROVIDE 2.0 GPM FAUCET DRAWN A.M. CHECKED A.R.G. DATE 11 —1 2 -05 SCALE AS SHOWN JOB NO. 05 SHEET P .., OF 1 SHEETS GENERAL PLUMBING NOTES: 1. A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the plumbing work. C. ARRANGE AND PAY for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. E. ALL HORIZONTAL SANITARY PIPING 3" and larger shall slope at 1/8 inch per foot minimum, unless noted otherwise. per foot minimum, unless noted otherwise. All piping 2" and smaller shall slope at 1/4"inch per foot minimum. SHOP DRAWINGS: Contractor shall submit for approval, within 30 days of signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: water heaters, and plumbing fixtures. No work shall proceed without the approval of these submittals. 3. PLUMBING FIXTURES: Fixtures shall be as selected by architect and shall be furnished and installed by this contractor. Fixtures shall be complete with drains, traps, supplies and any other accessory required. 4. MATERIALS: A. PIPING: a. Soil, waste and vent, and storm: Sanitary pipe, PVC, DWV, Schedule 40. b. Domestic water: Copper pipe, Type L with sweat wrought copper fittings. Type "M" in concealed spaces is acceptable. Isolate piping from concrete with insulating material. c. Domestic water supply assembly. Chrome finish tubing with angle shut off valves. B. Insulation: a. Hot water & hot water return: Provide 1/2" thick fiberglass pipe insulation with jacket and self sealing flaps. 5. PIPING TEST AND DISINFECTIONS: A. Test: All sanitary and domestic water supply piping shall be tested for leaks before piping is concealed or connected to equipment and plumbing fixtures. B. Disaffection: All domestic water piping shall be disinfected by introducing a solution of calcium hypochlorite of 50 parts per million of chloride and as per AWWA Standards. 6. CONTRACTOR SHALL COORDINATE exact location of sanitary, storm and domestic water piping before starting any work. Notify Architect /Engineer of any deviations from design drawings. 7. CLEAN OU TS: A. Wall: Josam 58890 -15 8. CONTRACTOR to fire protect and seal all openings and pipe penetrations thru fire rated walls and ceiling. Materials and methods of fire rating shall be approved by the local product control approval department and shall be U.L. listed. 9. PROVIDE CEILING /WALL ACCESS DOORS where indicated on drawings and when required to access mechanical equipment and valves. Doors shall be recessed type, fire rated if in fire rated wall or ceilings. As manufactured by Karp model RDW and KATR. 10. PLUMBING CONTRACTOR SHALL review structural and demolition drawings prior to bidding to fully familiarize himself with project. COVER SECURED WITH SCREWS THREADED C.D. PLUG FIN. GRADE 4 X 6' DIA. CONCRETE PAD FLUSH W /FIN. GRADE YLC WATER PIPING ISOMETRIC - NTS EXTERIOR TYPE WATER HAMMER ARRESTOR 1/2" cOOG (2 WAY) 3" SLIP JOINT I TIE -IN TO EXISTING 2 VENT UNE RUNNING AT CLG. SPACE VERIFY EXACT LOCATION BEFORE JOB COMMENCEMENT 3" ( 7 FU) ADJUSTABLE C❑LLA THREADED C.D. PLUG FIN. FLOOR FLOOR TYPICAL CLEANOUT DETAIL N.T.S. LAB . TIE -IN TO EXISTING 1 /2 "CW do HW LINE RUNNING AT CRAWL SPACE VERIFY EXACT LOCATION BEFORE JOB COMMENCEMENT EXISTING 4" SANITARY LINE. TIE -IN TO EXISTING 4" SAN. PIPING VERIFY EXACT LOCATION AND INVERT BEFORE JOB COMMENCEMENT SANITARY PIPING ISOMETRIC - NTS NOTES: 1. ALL FIXTURES SHALL COMPLY WITH THE FLORIDA BUILDING CODE WATER CONSERVATION STANDARDS. WALL FACE OF WALL STAINLESS STEEL COVER SCREWED TD THREADED C.D. PLUG. NOTE: • ALL HORIZONTAL DRAIN PIPE 2 "0 OR SMALLER SHALL BE SLOPED AT 1 /4 " /FT • ALL HORIZONTAL DRAIN PIPE 3 "0 OR LARGER SHALL BE SLOPED AT 1 /8 " /FT. MIN. DRAWING NOTES: 1- THIS IS AN EXISTING RESIDENCE WITH EXISTING PLUMBING FIXTURES. THE SCOPE OF WORK IN THIS CONTRACT INVOLVES: o-) NEW POWDER ROOM. PROVIDE ALL PIPING, FITTING AND OFFSET TO ACCOMMODATE NEW FIXTURES. b -) THERE ARE NOT ADDITION AREAS. EXISTING DWELLING AREA AS IS TO REMAIN. SEPTIC TANK SYSTEM TO REMAIN. J T U TO REMAIN. EXISTING WATER METER W EXISTING GARAGE EXISTING 3/4" (16 FU WHOLE RESIDENCE. ) DOMESTIC WATER SERVICE TO REMAIN I VERIFY LOCATION AND SIZE BEFORE JOB COMMENCEMENT. NOTIFY ENGINEER FOR ANY DISCREPANCIES. EXISTING 50 GSL WATER HEATER TO REMAIN. 0 O 0 f o l EXISTING KITCHEN EXISTING SUNROOM O 0 O 0 A/C 11 EXISTING DINING ROOM 1 COOL (2 WAY) EXISTING LIVING ROOM ROTOS UM SCALE: 1 /4" B TIE -IN EFORE TO JOB EXISCOMTING 4" MENCEMENT SAN. PIPING VERIFY EXACT LOCATION AND INVERT I LAY NEW POWDER OCM EXISTING COOL (2 WAY) E NNINCf AT EN ACT OCATION BEF COrti'?'iEMENT EXIST NG P =1' VERIFY E JOB CL. Tol:xsT1NG 1 /2"cw & HATING BAT NNING IN •AWL SPACE VERIBEDROCM XACT L$' ON BEFORE JOB COMMENC r T --E -ST- — EXISTING BEDROOM AN EXIST. RG REYES — GA VILAN CONSULTING ENGINEERS, INC. ARISTIDES REYES — GAVILAN, P.E. CERTIFICATE OF AUTHORIZATION # 8464 STATE REGISTRATION P.E. 0048181 16252 N.W. 79 AVE. MIAMI LAKES, FL 33016 TEL: (305) 828 -5205 FAX: (305) 828 -6484 megaelec©bellsouth.net REVISIONS WEI 0 11 c.� rTh vb W H Z Q Z --I 0w o I z I J W IL.0 i r 0 BY II i 1\