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131 NE 101 St (11)1.50" LA8E1_ 537 LOCATION • -+ 1.0312» \ .1 o .090 . __ 469 - � (TYP) FC = == ALT. LEG DIRECTION -.. GENERAL NOTES 03 09 99 15:20 I 2 000 800" .093" 0 050" M1 1 250 12.00" COVERAGE 15.269" STORM PANEL O SCALE :1/4 a 0'-1" of . 090" L, (TYP) 2.015" x113 - 469" "E" TRACK CD TRACK SCALE: 1/4" ■ 0' -1" SCALE :1/4 . 0'_1 / . 875" - S63'0 -25 (20 GA. GALV. STEEL OR 0.050" ALUM) KEYHOLE WASHER SCALE . HALF SIZE 1 12S 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED ANO TESTED IN ACCORDANCE WITH THE SOUTH FLORIOA BUILDING COOE 1994 EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED POP SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -ee 1H1? IUM DESIGN LOADS FOR BWJILCNGS ANO OTHER STRUCTURES.' TABLES SHALL BE REFERENCED AT APPROPRIATE OESJGN LOADS. 3. PRODUCT MARKINGS SMALL BE WITHIN 12' OF ONE ENO OF THE PANEL WITH A 111N. OP ONE HARKING PER PANEL ANO SHALL 8E LABELED AS FOLLOWS, MACCe1 UM CC. P06iA740 BEACH. R- OAM DIXPI TY PRcoDucT APPROVED 4. PANELS HAVE BEEN TESTED IN ACCOROANCE WITH THE DADE COUNTY PROTOCOLS PA 201, PA 202. ANO PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT Ne. 96 -014. .0e5' 0 0 0 a 0 N O "h" HEADER O "U" HEADER SCALE ' 1/4" a 0' -1" SCALE 1/4" a 0' -1 0 WINGNUT SCALE : HALF SIZE S. STORM PANELS SMALL DE 5032 -132 ALUMINUM ALLOY, 0.050' TMICXNESS. ALL ALUMINUM EXTRUSIONS SHALL DE 6063 -T6, V.0.14. 6. ALL SCREWS ANO BOLTS TO DE 2024 -T4 ALW1 .JM ALLOY, STAINLESS STEEL. OR GALV ANIZEO STEEL WITH A 33 KS14116HUM VELD STRENGTH 7. FOR INSTALLATIONS 30 FT. OR LESS ABOVE GRADE. AN OPTIONAL 1' x 1' x 16 GAGE STEEL 8AR MAY BE USED TO CONTROL- DEFLECTION Of STORM PANEL SYSTEM PROVI0E0 THAT THE PANEL SPANS USED ARE 104' OR LESS, ANO THAT THE SEPARATION FROM THE GLASS IS 2' OR MORE BUT LESS THAN 3-3/4 S1LEL BAR MAY DE USED FASTENED AT PAHEL OVERLAPS, AT MgSPAN, W/ 1/4 x 4' 80LTS AND DIE CAST ALUMMUM WASHERED W3JGNUTS. SEE HlNMl4 PANEL SEPARATION FROM GLASS SCHEDULE, PAGE • OF 6. FOR REOVCED SEPARATIONS. E. TOP A140 8011014 DETAILS MAY DE INTERCHANGED A S FIELO CONDITIONS REQUIRE. PANELS MAY ALSO 8E MOUNTED WITH STUO ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SMALL VERITY THE ADEQUACY Of THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS MVO TO VERIFY ALL DIMENSIONS AT THE 108 SITE BEFORE COMMENCING WITH THE wORX. 10. ANCHORS SMALL 81 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENOATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED ANO 00 NOT INCLUDE STUCCO OR OTHER FINISHES 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISJNG THE HOME OWNER OR TENANT THAT - STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE L dot TS ARE PROPERLY INSTALLED WHEN NEEDED". TS GAGE GALV, STEEL GRADE C = 0I O I 1.00 O 1 STEEL BAR SCALE : HALF SIZE ,0 2 265_ r�1 ~ 077" .077 - n ' 4- A Ni 062'. 077'° T I N 4- F 2.0 63» , 2.346 1/4' MAX. 1/4" MAX J. 7'_ 01 J k . N' Z Z : <1 a. x N 0 JI Z' 0 � J a: < Q: H 01 Q u 41' > W• N1 4 a WALL MOUNT -R 250 WIDTH UNLIMITED (PERP. TO PANEL SPAN) TYP. SECTIONS / 2.250' 062" 4 _ ' % f V R O. N . o N: O Al 4- 4-- Z.063" - TOP MOUNT 2' (3; ta 6 .., 7 . Tai r y 1 TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 6 OF 8. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. - 1110P TIONAL EXISTING STRUCTURE © TRAP MOUNT PLAN VIEW 250' tt} OPTIONA. STEEL BAR ON OUT510E OF PANELS - SEE NOTE 7 -- (30TTOM MOUNT 4a.: b.(7;Tv EXISTING STRUCTURE --� • W o, 4.11 < r- NIZ Z' N 0; Z Z1 Z' O 01 4 v ct, I-- OI N' > WI W1 Ni ()OPTIONAL - 0 OVERLAP " - Q 1/2' MIN. ALUM. ANGLE CLOSURE PIECE. 1'x 2 "x 12 3' TO 2' a S" x 12S" MA: <. - TYPICAL CLOSURE DETAILS (PLAN) SCALE. 1 -1/2" • I'_0" o nr - N O 0 4- 1 1/4 -20 MACHINE SCPEW S1'UO 125' ITYPI 3.00 MAX. S.00 MAX. O SCALE : 1/4." a 0' -1" SECTION K FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 9 OF 8, FOR REQUIRE() MIN. PANEL SEPARATION FROM GLASS. © TRAP MOUNT © FACE MOUNT .125' ITYP) 1 4a STUDDED ANGLE SCALE : 1/ 4" s 0' -1 ANGLE 6061 -T6 FOR DETAIL - T - / WICTH UNL3-1ITE0 1PERP. TO PANEL SPAN) r• FASTENER 72" 0.C.. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 1 -7/2' S IN. 1/4" MAX.. 4 - - - - PLAN VIEW -111 OPTIONAL STEEL BAR - ON OUTSIDE OF PANELS SEE NOTE 7 N STUDDED ANGLE O SCALE . 1/4" . 0' -1 0 0 N 1 / 3.00' (MAX.) ANGLE O SCALE 1/4 a 0' -1 SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS (VERTICAL OR HORIZONTAL; 11) OPTIONAL STEEL BAR ON OUT 5101 Of PANELS SEE NOTE 7 - Z PLAN .093' TYP. 1 /4 - M ACHI N E SCREW 3TUD .093' TYP. S ^OE MOUNT DIRECT MOUNT (TYP) HORIZONTAL DIRECT MOUNT ELEVATION MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 8 OF 8, FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. 10 OPTIONAL- OUTS.DE 4Q 4 \__/ V _ O o . 12'OC. TYP - EXISTING L o 'er N.In,1jN�d - STRUCTURE /-- -� 1NS10E .rJ. TYPICAL BAR ATTACHMENT •PA°FESSa ACr '� ER, - CI OPTIONAL (USE ONLY WHEN IMPROVED DEFLECTION RECLUIREOr r -.. 6 �` - �C /.Pit 8 -'�� G I_ SEE NOTE 7 APPROVED AS COMPLYING WMTH THE ' ' '• � �" a ,91,:. ' ' SOUTH FLORIDA BUILDING CODE DAY 1 P 19 BY PRODUCT CON - 101 DIV.S.ON BUILDING COCE COMPLIANCE OFFICE ACCEPTANCE NO (j S 11 l• Q 3 / v •2) , () z y t. < U oo O; 0 ca < W aci Z Io OF > wZ N E E ,. 1 .r < a O' F LJ ICS • drawn by •5 NO7E0 11< da.pn by checked ar VJK VJK drawing no. 96 -110 14.1.E 1 or a FOUNDATION SCHEDULE MARK SIZE R>:INFGpdCING REMARKS LW SW CONT. TRANSV. FI6 16 X14 ENTRY 125 6/F 2.5 STEM WALL M 24 24 X14 2 • 5 • 5 • 31 MONOLITHIC F 24 24 X14 3 • 5 • 5 • 36' STEM WALL F36 3'X3'X12 3.5 3.5 F48 4'X4'X12 4 4.5 TE 8X8 1.5 THICK EDGE ProJect Nos 98 -124 Date 2/8/°19 Approved By8 MSS Drawn Ns MSS Checked 1y' MSS Approved Si y MSS Sheet No. . 41 0f I Total 0hsets1 1 or 12 AREA TABLE 16T FLR LIVING 2,453 6/F 2ND FLR LIVING 890 6A' AC LIVING TOTAL 3 .211 6,f COVERED TERRACE 19S SA: GARAGE 632 6AF ENTRY 125 6/F TOTAL AREA 4229 8/F 24'x A/C r Li f J-- I '50 IN FILLED CELL- TYP 1I rI L RM 10 REINFORCE MASONRY BEARING • STAIRSE DBL LAYER MESH UNDER STAIRS 1 L. '4 HOOK x 60' • !8' OCG. T PERIMETER - TYP. '5 4 x 6 - >a ' RE13AR AT GOh'J4as WHERE NOTED 12' - II' 2 '5# IN FILLED CELLS UNDER BEAM EA END M24 0 • 1 x� e zi F 42 F 24 F- 4 —1 30' -8' 5 SIZE OF BAR 18 16' -0' ti -0' -1 M 20 1 5, x 6'- 0'REBAR AT CORNER WHERE NOTED 28' -4' 28' -4' iv GARAGE SLAB REINFORCED MASONRY LEGEND 48 CENTER TO CENTER SPACING 19 ,1 Y 1 12' ®•A 12' THICKEN PAD I W/ 'S /• \ OC Ell LOAD BEARING PARTITJONt 24' x12' MONO FTG W/ 3 *50°3 TRANS • 36' OC r I C3 F 24 ___ M 24 cl F 36 '5 o x 6' -0' REBAR AT CORNER WHERE NOTED 1- F148 9 L 8' -0' 12 SCALE : NOTE: 55'-0' 8'x I6'x 8' 'L' CGNC COL W/ b '5 VERT "2 TIES • 12' OC 1 rti n i J 55l-0" 1 IL El M 24 4' GONG SLAB • 9500 PSI W/ FIBER ADDITIVE OR 6x6 10/10 WWM OVER .006 MIL POLY VAPOR ESARRIER ON WELL CGMPACTED AND POI6GNED FILL TYP FOOTING. 1b' x 12' MONO FOOTING W/ 2 • 50 CONT.- TYP. AL FIN FLOOR 0' -0' (18' ABOVE GROIN OF ROAD) I 3' -8' 141-2' • A -L STRUGt',IRAL DESIGNS PER ' NATIONAL ANALYSIS ' F 36 41 1- N 9' -1I' 24'-4' 26' -8' FOUNDATION PLAN 20'- 3" LANAI LOAD BEARING PAR717 [yL 24' x12' MONO PIG W/ 3 • 50 *3 TRANS • 36' OC 3' -11' 1/4' 2 I - 0 ' 15' - 0' 15'- M 20 "4 HOG< x bra' • 18' O.C. AT PERIMETER - TYP FIXTURE TO ESE PLACED 1 -1-1 13' -4' MARK SIZE 6x6OIL. 24' . 361( 4' ONC PO "L E III - PAD 24 3( A/• EC 3 x 31/3 STL 8x6x16'L' 12' x 12' COL ••NOIE, -- I t 4' GONG IP At COLUMN SCI- 4EDULE VE 'NOTE 2 • "•NOTE 2 •5 RE INFORC TIES •3 TIES • 12' 10' -0' f - 1 SEPTIC TANK 1 1 150 GLS.(CAP.) 1 1 (VERIFY INVERTY 1 J 10' -0' 1 I CO I GRADE I PAVER WALKWAY REMARKS STEEL COL. MAS COL. STEEL COL. MAS COL. CUT "4 BA L {* WA OU1 PRE VT' R METER STAMPED CONC DRIVEWAY 1 � I 1 r 1 1 -- t 55' -0' 1 11 30' -0' 1 I L s 30 300 S.F. DRAINFIELD (S' MAIN (EXIST) ALLY 15.00' L.EC ,41.. DESCRIPTION LOT 18 AND THE WEST 1 /2 OF LOT 14, OF "MIAMI SHORES SECTON N° 1" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT FDAGE 10, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. 5.00' i- 0 24' -4' 4- ►r N.E. 101 ST 12. 14 4vil :o, g '�- . rtllN lief*.• ' 4f Kid QIVI+tl E.Zu !-E LEVEL DATUM 34' -0' 26' -1' 31' -0' SITE PLAN 1 10 10 0 CO tO GRADE /-/ / — j N -- 1 1 - 0 L 5'-0' SCALE: 1/8" - 1 SEPTIC TANK 150 GLS.(CAP.) (VERIFY INVERT) 4S0 S.E. RESERVE 7 9122 Gil (T ? A i T 1) I - so . , r .-. 7 ,1 i Nvorr QF GRAINFIELD TO BE NOT LESS TH N_ 9 n; r-p 1 E a. DATUM (NGVO) !bli;TAL (1L °V: ' 'yt �;kNDi Ut THE APPROVE!) INVERT EI E TIv' • FACTOR I •1 E E 1 1, - • SEE 51-1T P -1 FOR PLUMBING RISER �?J(')P .lrlr1 1.1l S aval Architects Sulte 211 1112 Weston Road Weston, FL 33326 (954) 384 -2550 FAX 385 -2868 Marc Steven 5aval AR 11119 Revialons: I. 4 /1a/99 2. 4/25 3. � %199 4. •1. tawromormadomississaareravissiag 0 PLUMIE3ING SYMBO FIXTURE TYPE FIXTURE TRAF CW. I-4.W. SC44EDUL.E DESCRIPTION ED WATER CLOSET 3' 4y - 6. S - IC T M ' RA -. LAVATORY IV)' L te 4 00 U • M D BATH TUB SHOWER RAJ' 2' VI, i ti' - 60- 40 Q • KITCHEN SINK 1k N 2' 1/ U/ GARBAGE DISPOSAL N 71 DISHWASHER k • DISCHARGE INTO GARBAGE J DISPOSAL UNIT. WASHER 2' ' Revisions: 1. 4/25/99 Approved lay, M88 2. Chedsed eys 1" i58 3. Sheet No. F 1 of 4. Total 6heet•, 12 or 12 5. 50 GAL 140' 6. S - IC T M ' RA -. 1�r - F UM5fNG P! 4N LOWER ELEM 4 00 U • eewmmwrmmmimsis Project Noss 98 -124 paws 2 /8/99 Approved lay, M88 Drawn ey: Mgg Chedsed eys 1" i58 Approved es. M58 Sheet No. F 1 of I Total 6heet•, 12 or 12 ELECTRIC WATER 1- 4EATER SCI- 4EDULE UNIT DESIGNATION WATER NEATER MANUFACTURER MOD L No. SIVR 528T GALLONS CAPACITY 50 GAL 140' ' S - IC T M ' RA -. UPPER ELEM NT LOWER ELEM 4 00 U • TOTAL WATTS 4,5ra W • ELECT BERVI AVAI ABL LOCATION - 60- 40 GARAGE REMARKS 1 • NON SIMULTANEOUS WIRING F• 69 REO'D TU9 11111111 1111171111111111111t111111111111111110 2668 PKTo 668 HC 03' DouN II I I (I:1r I IL _� 668 r1rr11111111111 N i i 941 IIIIIIlr11111111111111 ioi 2ND FLOOR PLUMBING PLAN r-- SCALE: 1/4 1 4' TO SEPTIC TANK • I/9' / FT ELOPE (MiN) CO • GRADE 2'VTR FLUM5INC RIsEFR NO SCALE NOTE;: ALL WATER CLO8ET6, LAVATORIES, SHOWER HEAD AND SINKS SHALL COMPLY WITH TABLE 46 -R2 OF THE SFBG (LATEST EDITION) )14' COLD WATER �f OUPPLY N.T.E. cure VALVE ELECTRIC WATER FEA WITH I -YEAR WARRANTY, OLAOI LNEO TANK DOUDLI ELEMENT NON - CONCURRENT ENER3Y EFPICIENT NOILATION MERINO AO- A1 tCA -idO# MNt1J1 NOILATION R•I� 4' DEEP GRAN PAN (L NbTALLEO Abort ht 11..R) ORAN VALVE .JI1 3'ViR 3'♦ 4' TO EEPTIC TANK • VW / FT ELOPE (MIA) )/4' QTR e' VTR 4'1 OUTINDE gizmo L MOV! PNIO►!D GROW A REL et1 Er PR v vi E 4 TEMPERANRI i RELIEF PIPE TO HAVE M OPfl4 END To DRAIN OUTING/ Or OLD*, E' ADV. GRe ELECTRIC WATER 1- 4EATER DETAIL TO SEPTIC TANK (SEE SHEET Al FOR SIZE 4 LOCATION) C GO N mmmiw..7nrmu ilk �I TUB 4 6068 BF 880 NC ( 3', 1 2 '0 Ir r 1 I I 2680 14C 3'0 2- 2080 la,F 314 16010 GAR DR CO 3' • • 3' DRAIN 30 C4 / I 3'0 8010 GAR DR 1 • • .. 3'0 • ! 1 JJ 111 He� r — — 3'• JI: 3 0 FLUMEIN& PLOOR PLAN SCALE: 1/4" :. 1 TO SEPTIC TANK (SEE SHEET Al FOR SIZE 4 LOCATION) Saval Architects 1091 Shotgun Rd. Ft. Lauderdale, FL 33326-1911 (954) 424 -445I FAX 413-8030 Marc Steven Saval AR 11119 r 1s•�� 041 lit immormariumarelmi Wv 4t (A CLi Zvi cxA CLI 1-4 � 4 (I) Cz1 ' .d 1-4 • 01 -0 Ji cQ ANCHOR S C H E D U L E WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A B C DE A B C D E A B C D E A B C D E ,,‘, EsRASS WOOD BUSHING 114 -20 68" SPAN 14 13 5 13 13 11 8 4 11 11 9 4 4 6 7 3 3 3 4 3 12 12 . 5 12 12 9 4 3 6 7 8 3 3 4 3 `' - ate 10 7 4 10 10 9 4 4 6 7 88" SPAN 8 3 3 4 3 ;_ � mow `� s % � aS 7 3 3 ' . ' i.a � r c T 1" M.N PENETRATION 105" SPAN 124" SPAN F 68" WOOD LAGS 1/4" SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 16 13 10 13 13 16 13 7 13 13 14 7 6 9 10 12 4 5 6 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 • F w e F -- � - a.,.. > .:., �' .x a w,,.,x^ '. 16 13 8 13 13 14 7 6 9 10 12 4 5 6 4 » ter .?m• ^ x �,w . 14 9 6 13 13 10 4 4 5 4 12 9 3 4 4 3 , t , '•, s .. �, w ... �'�� 14 7 6 9 11 11 4 5 5 3 4` � ' �° ti" `�."°` - e• r a 7 b a`r" dC wMw. a `� � . .7 -, ,A£ 7 „ 16 8 7 11 13 13 4 6 5 4 a ax xr, ti r. . T � ;:r +.;.., 88" SPAN 105" SPAN -,' ' " • vim • s ,�. ... . .or a R c� '"� x. `b'ra 16 10 7 13 13 12 5 5 : 6 - 5 � . „ "� i x r "' , .� m x s z sN oo. F r � P �m C ,.. 16 12 8 13 13 14 5 6 7 .6 1 M TREAD " N!MLM T EAD PENETRAT�C J 12 4" SPAN \\-`4 " F rte �` �` rrrr, '- � r ` rrrFr-r' 5/16" 68" SPAN 88" SPAN IVOCD LAGS " n r . n r 1 M NIMILM R��D PENETRA ION 105" S PAN 2d SPAN " _,_r___ r 318 N CCD LAGS 1" M!N'MLM TROD PENETRATION 68” SPAN 16 13 11 13 13 16 13 9 13 13 16 8 7 11 12 13 5 6 6 5 16 13 9 13 13 16 8 7 10 12 14 5 6 6 5 r L ,, : ., ,... .. 88" SPA 105" SPAN . "" C d r w ' * E !: . nx �Q �._.. ;: ...>..,es � -� 124" SPAN J 68" SPAN 16 13 12 13 13 16 13 9 13 13 16 9 8 12 13 15 5 7 7 6 16 13 10 13 13 16 8 8 12 13 15 5 7 7 6 "++ �. - 16 13 9 13 13 16 6 7 8 7 ' '"- � Y r. ... ..' war.. .. -:. 16 9 8 12 13 14 5 6 6 4 " � . mss@ a 5~ r` rF r r` ' r 7/16 88" SPAN NCCD L-CS 1" MINIMUM TREAD PENE`RAT'CN 105" SPAN n 124 " SPAN 1` r F ` r '- 1/4" 66 "_SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 15 13 6 13 13 12 6 5 8 9 10 �4 4 �F 'S r ° 4 a _ *% r a ;!X �'., :; ,.n '� ... `a- °.,"1 14 9 6 13 13 10 4 4 5 4 g � �.:. - .,,m,.7,. �3'� per, �� w.. r' � �' ", & a l.,;?��cN RC:�:'�"?��i�r�%t' 12 6 5 8 9 9 3 4 4 3, �s°°� :, �-"- F O.^C�` E^rov �u ';•,SF 12 6 5 8 9 88" SPAN 1/4" ELCO PANEL MATES 1 7,8" MIN. Tr READ PENETRATION 105" SPAN 124" SPAN k �� ' �r� , � �. 4C` � t �r � r '� r •� �� 1 14" 68 " SPAN 16 13 8 13 13 15 13 6 13 13 14 9 6 13 13 _._.... 10 4 4 5 4 8 8 " SPAN 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 12 6 5 10 4 4 8 9 5 4 _._._. _.. .... 9 3 4 4 3 1/4" ELCO PANEL MATES U 17 8 "MIN.T�;R C THREAD PENE N 105" SPAN � a' " �' �,. ;� n •,�.�� - .�� b �� ...:, --, ;, 124" SPAN G s ;mo ,, � .:�..,K «: sY� ,sue w :�• NOTES: SPANS AND LOADS SHOWN IN 1111S SCtEDU.E ARE FOR DETERMNNG ANCtIOR SPACNG ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SLEET 4. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE AFFROVE3 AS COMPIY!NG '' KITH 1}E OR SUCURELY ATTACHED TO FRAMING STRUCTURE SOUTH F1G ?!CA HIDING CODE SHADED AREAS REPRESENT ANCHOR CA.TE_ Cu of lg �S -- V o V lir V CONTRACTOR Z O co CONDI77ONS THAT ARE NOT ACCEPTABLE. - at_ . IT SHALL BE THE RESPONS /S!LITY OF THE j " Gr PRODUCT CON s ON TO VERIFY THE SOUNDNESS OF /� iU IC NG CODE C041PC,AIYCE OFf10E THE STRUCTURE TO WITH STAND THE ADDITIONAL ' _ 'ACCEPTANCE NO q_ 630 LOADS AND INSURE PROPER ANCHORAGE. • - SHUTTER SYSTEM MAY BE /NTSALL INTO W000, - .-, CONCRETE OR MASONRY. ROBERT S.ON50UR, PE EB- 0006024 Alt ertGNCEeINC, INC. ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE S UP TO 81.5 PSF UP TO 91.4 PSF CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK COtNECTION TYPE CONNECT)CN TYPE CONNECTION TYPE CONNECTKNI TYPE ANCHOR TYPE PANEL E.D. A 8 I C D I E I a I C I 0 I E A 8 C D E A 8 C 0 E ql u4• RAWL 1 68" SPAN 3 " 1 "O 13 8 13 13 12 13 13 11 5 13 13 16 13 9 13 13 16 9 8 12 13 16 9 9 16 12 7 13 13 16 8 7 11 13 16 8 7 16 11 6 13 13 15 7 5 10 11 15 7 6 12 13 11 13 10 11 r 16 11 /4 16 LCK/BOLT (SLEEVE ANCHOR) ire MIN. EMBEDMENT 88" SPAN r 16 6 6 5..._. 5 5 4 - `R , >K �5.^' 8 7 7.._. 6 6 5 16 6 7 8 7 14 5 5 6 5 14 14 5 6 13 4 4 5 4 13 13 5 5 6 5 11 4 4 5 4 1 11 ka ' � b.: '� �' ,. ... a�w`' =�A \a a�s•+k ""i�rsd + w ,w 'a�. X :;�:*.�'S"`r'..:` ; :a K .:a :x , sw ro -w ' F'3�`:+s : a� » z� . .. 9 Y „ ..,rsas . ywRc .Yi J a �Q»S` C 1'S3Y x � �a .� � \:.T.Ft Y "K�sov.� 5 6 4 5 4 4 6 5 5 4 5 4 r 14 1 1/4 13 1 5 Span 3" .� a. x z'< , r 2.. .:. .:.",p. . e"`w��" < `. �K ]' 7 .� t..�: ' 4 ■ ::::: 4' 3" i I . 3" 10 6 1 13 9 5 13 13 11 7 5 11 11 13 6 5 9. 10 1 p 9 4 7 8 10 6 4 9 10 12 6 4 8 9 9 4 4 6 7 ' r 15 ` 1 114" 14 I / 1/4' RAWL LAMAC NAIL1N DRIVE H MMER:RivE) 3;8 "'A N . =Y T,'EDMENT i' C:NC%ETE 1 • 4 • 5 1 _ / _ n n ;' 11 J. . __ _ NE JT N BL CK 89• SPAN 3- 13 5 6 7 6 10 4 4 5 4 12 4 5 5 4 9 £Y 4 4 3 4 5 6 5 9 3 4 4 3 4 4 3 8 3 3 �� g 4 10 +. 4 4 5 4 8 3 3 4 3 9 3 , r 12 1 1 114" 10 105' Span 3' T 1 4' ' p 3 1 ..� tiT"' 2• 5E -: �' s s` <:r a a s r:: t �' s ✓. c '.r-. ;4' VARIOUS HEAD \Ilj"a - , \,1 TYPES \I,?: \l' \1 \i;i- II . SEAL TAPPER MATES .N CONCRETE cc .N BLOCK 68" SPAN 1 3" 16 13 i 1 ._ _ 13 13 13 9 13 13 13 7 13 13 15 10 . 7 _ 13 13 16 11 10 16 18 14 9 5 13 14 16 10 8 14 16 12 8 4 11 12 16 9 7 12 15 14 7 6 9 . 11 12 6 5 8 9 11 5 4 7 8 ----- , ( r 16 1 U4" 16 1 I,L,I,I;I,:t tt ��L�L�� ?LF'n... SCREvVS) ,A,1_ ?Eirt -_CC FA PANEL ^EMBEDMENT N. EMBEDMENT 88' SPAN � 3" 16 8 .... 7 _ 6 ` 'r 9 ...;.10_.._ 9 7 � 9 :.$ ;. 6 8 7 ''' ; .. -.- 12 _. . ._. 4 ___ 5 .. 5 19 __. 4_.._... 5 4 ........16:.._5 9 4 3 5 4 a s: .a,. per, "` ou , "� A. .. A .t -., Y � �° , f�' e: y�`.s'�;. h y 16. 6...._8 15 5 o , ` i r9 •ri''s.,,.�{ +JyG�oya _..8_!.._6. 6 7 5 5 6 5 11. 9 8 i1 �i,„ � � 5, w 3 :. 3 3 5 _ _ 4 3 LSx= .✓ 4A . ....._ ._.._ 3 4 3 4 3 ik. (MASONRY ',' 4' RA 1 ,4" 1 '7 M N 1 ' Y r 1 114• 16 j G5 span 3 ' k-e ,"�lbxt., s" h s. ,�• 'x'. _ rg;sT �sr" � � c x � g7 wr 1 1/4' �� 2° � . ° °� K, ,... E ^ y 2 / • s a „b' Q h N . r Yx 124' span 3 Y L 4"-- 1 114• s. 11420x7 RANI. 7/8" .---- ANCHOR) 68" SPAN 3' 16 13 ...... .12 13 10 13 8 13 .... 13 ... '. 10 7 . 13 13 14 ... 6 13 13 i 12 8 5 13 11 13... 16.....__ .._1 16 12 16 13 12 11 11 .. _ 9 7 13 .........._. 13 13 13 ..1.. 14........7.._ ..._ 13 : 12 13 i 11 6 5 6 _.._ ............. 5 4 9 11 _ ..- ---... 8 7 8 25' 16 2• 16 /8",1f2•DIA CALX - tN MACHINE SCREW LAIN. EMBEDMENT 88' SPAN 16 9 8 8 r1�"y � .,�� .Y 4.. ..J/7�, '.I� .' vr ,y! xV° x '#,�3 � 9 8 6 /s I:y �� Y � /' z' fir... n✓e;r 13 11 12 { 11 9 ;..11. 10 8 1 9 ti � resI y � . K. f'�`N � F � .. Y 1k° ✓ - '�4. ,.� �r � y � ' 9 , E - "�'' ,/�, , r v p ;�?'a ✓ s,:',r�.�,a.�.c,�,A.�;:3.>ac 4 4._.._ 4 � '� 4 :. ' 4.9' ., .. .,Y. ;. 5 4__._..._5 4 � i � � ^''.mCa a p ' o'' ` .x,,,a~..s.:os,�si 8 _.. - -- 5 5x . £ ? : 5 ^ <��,: .,f Z �i .., ..X..6� :;F , i� ;',�' y tix . ,, , 5 .... 4 4 5. �'✓ Y z z :>;:�9'_M _16 ,. .... 16..._7...._7_._...._9...._.6 16 1,P"; �„�%�.jri"` lHrt. + .fa`'..'�.�.c.x' 3 ' y s� /..:/a4f _._7 6 ry S�a�y�' 4. N 1 ii.. a?:., L " '6; h a SRS , 8 5 a 7 �"%�;?j- 5 o...ai '` 6t " / i /: .2.. �,�, zra,:�rwMwa�� 10 7 i 11 I 9 8 6 1 8 �„ay y�,',`,ye�y� 4 , ai[ F' /` ,r� �: � .oc..uz rri�q{: x a r _/' �.%�' L�.��Lh y .C /9 3 �? � ✓ / ''�Y. :: " - x /' - 3 3 3 ao � � / '� .!x ilav':%/.7�..u...< a ✓iY":C":4 f d 5 4 3 w k . .7 b b. y.'^^' ✓' y < � �G . 5 4 4 .� �.::?�"; y . ?. N J°� ✓n.[ ....- ....dv'O.L!'.: Pb.. a4.20- k" 3 3 3 ✓,! i /< k'� .'.011 �.� %>- 25' 16 z' 16 " 105 span 105" 3 25" r. .xr .yr G '7i � r..$!' 124" s P an F 25" is h fi Wx r �:' ° . s A NCH 0 S C H E D U L E • NOTES: ROBERT .: MONSOUR, PE EB- 0006024 VMS E 1GU1E RING, INC. SPANS AND LOADS SHOWN IN MS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT APE NOT ACCEF7,48LE. IT SHALL SE THE RESPONSIBILITY OF THE CONTRA.CTCR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL !CADS AND INSURE PROPER ANCHCRAGE. SHUTTER SYSTEM MAY BE /NTSALL INTO ii CONCRETE OR MASONRY. APP ROILED AS CC5MPLY W'TH THE SOUTH F OR DA BUILDING CODE DATA 9 , v 19 BY_i / PRODUCT CCLN ,OL DIV.S O4 BUILDiiNG CODE CCOMIPLANCE OFFICE ACCEPTANCE NO , ' b 34Ll • 43 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF UP TO 71.5 PSF POURED CONCRETE CONCRETE BLOCK POUREO CONCRETE CONCRETE BLOCK CONNECT 1CN TYPE COi NEC`ION TYPE CGNN£CTIa1 TYPE CONNECTKNI TYPE ANCHOR TYPE PANEL E.O. A 8 C J D E A I 8 C 0 E A 8 C D 1 E A 8 C 0 E 3' 16 13 11 13 13 16 13 13 13 13 16 13 9 13 13 16 13 10 13 13 16 13 7 13 13 16 13 8 13 13 16 13 9 13 13 16 13 7 13 13 16 13 6 13 13 16 13 11 13 13 16 13 9 13 13 16 13 7 13 13 � 1 68 SPAN 2" 11/4" 7 3 ' 16 13 8 13 13 , 16 13 10 13 13 16 13 7 13 13 16 13 8 13 13 16 13 5 13 13 16 13 6 13 13 16 8 7 12 13 16 8 6 10 12 15 7 5 9 10 16 9 8 12 13 16 8 7 11 12 15 7 5 9 11 1/4" RAW L. LOK'BCLT (SLEEVE ANCHOR) 88' SPAN 2' 1 1/8 MIN. EMBEDMENT 1 1 /4" r 16 9 7 12 13 16 9 8 12 13 16 8 6 11 12 16 8 7 11 12 15 7 5 10 11 15 7 5 10 11 15 5 6 7 6 14 5 `� 6 5 12 4 4 6 5 15 5 7 7 6 14 6 : 6 6 5 12 4 4 6 5 105• span 2' 11/4" 3 ' 15 5 6 7 6 15 5 7 7 6 14 5 5 6 5 14 5 6 6 5 12 4 4 5 5 12 4 4 C 5 g m w'-1:-: z ' � , .) x � C � � z= �rccr z a ..,. : ." r ' f ,ti ? ab i s m r ''' cal" ads{ r x�� w :_ < � ,:, rwx g e 124" span 2 3 " 16 13 10 13 13 16 13 8 13 13 16 13 7 13 13 15 13 7 13 13 16 13 6 13 13 14 13 6 13 13 16 13 8 13 13 14 13 7 13 13 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 12 68" SPAN 2" 11/4° \' 1/4" RAWL ZAMAC NA1L1N DRIVE (HAMMER DRIVE) 1 3/8" MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT -.N BLOCK 3 " 16 13 3 13 13 13 10 6 13 13 16 12 5 13 13 12 9 5 12 12 14 11 5 13 13 11 3 4 11 11 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 10 5 4 6 7 12 6 4 8 9 9 4 4 6 6 68 SPAN 2" 1 1/4" 3' 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 10 5 4 7 7 12 6 4 3 9 9 4 4 6 7 13 4 6 6 5 9 3 4 4 11 4 4 5 4 8 3 4 4 3 10 4 4 5 4 7 3 3 4 3 1G5' span 2" 1 1/4" 3" 13 4 5 5 5 3 3 4 4 3 p x '24" span 2" 11 4 4 5 4 3 3 4 4 3 1 0 4 4 5 4 7 3 3 4 3 G ' F 5 ! � Vii',,r ;, w 1 r4" vAR1OUS HEAD TYPES 3" 16 13 13 -13 . 13 16 13 9 13 13 16 13 12 13 13 16 13 7 13 13 16 13 10 13 13 16 13 6 13 13 16 16 13 13 13 16 13 7 13 16 16 16 10 13 13 15 13 6 13 15 16 16 8 13 13 14 13 5 14 14 iR - :..,ta.m,.,;,it Gt ,-7 68" SPAN 2' \ 1 1/4" a :; I. 1. \1 \1. t ri r � r.—" � t L�Y�L�, -U- 1- \- (MASONRY SCREWS) 1/4' RAWL PERMASEAL TAPPER 1/4' ELCO PANEL MATES 1 1/2' MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK 3 ' 16 13 _ 12 13 13 . 16 _12 7 13 13 16 13 .. 10 ... 13 13 14 11 6 1 3 13 16 13 8 13 13 13 10 5 13 13 16 11 . 13 13 6 6 9 1 0 16 10 13 13 12 6 5 8 9 16 9 7 12 13 ! 11 5 4 7 8 88 ' S PAN 2' 1 1/4' 105' span r 16 11 10 13 13 13 .._ 6 _.. 6 9 1 16 10 8 13 13 12 6 5 8 9 16 9 7 12 13 11 5 4 7 8 16 7 .. 16 6 7 8 6 10 4 4. 5 4 16 6 5 7 6 9 3 3 4 3 2 ' 1 114 124" span 3. 16 7 7 9 7 11 4 5 5 4 .. _. ..,.. ... ._... _... 16 6 7 8 6 10 4 4 5 4 16 6 6 7 6 9 3 3 4 3 ,'r'Y'� n .: y w . .s; , ""ri, sk •.:., =; FN+,*hF' r' - ., y?L 3x^ �'. ' �<�"! C ir, 0 ,W` - .. . � t. ,,.' < Y 1 1/4" 68 - SPAN 3' 16 13 13 13 13 , 16 13 9 13 13 16 13 13 13 13 16 13 13 13_ 16 13 11 13 13 16 13 6 13 13 16 13 13 . 13 13 ! 16 13 8 13 13 16 -- _13 11 13 13 16 13 6 13 13 16 13 9 13 13 14 13 5 13 13 25" z' 1 /4 20x7/8'.lQ"DIA RAWL CALK -IN (MACHINE SCREW ANCHOR) 7 /8' MIN. EMBEDMENT N 3' 16 13 13 13 13 ; 16 12 7 ! 13 13 16 13 ! 11 13 ' 1 14 6 .... : 13.....16 16 13 8 13 13 ! 13 10 5 13 13 16 13 11 ' 13 13 . 13 6 6 9 10 12 13 r 13 12 6. ...__.. 5 ... 8 9 . -... 16 11 7 13 13 11 5 4 7 8 25- 2' 105" span 3 " 16 13 11 ! 1 13 : 13 6 6 9 10 16 12 9 13 13 12 6 5 8 9 16 11 7 13 13 11 5 4 7 8 e .._9 _- 11 . _..9 11 . 16 8 7- 10 8 f 10 4 4 5 4 16 7 6 9 7 9 3 3 4 8 1 g``� °° x ? xx 'r r x f ,, �a 4 ' � 4 mil ., ,- —, w <. : 2.5' t N tis, 124' span 16 8 9 11 9 11 4 5 5 4 16 8 7 10 8 10 4 4 5 16 7 6 9 7 9 3 3 4 3 A N C H O R S C H E D U L E NOTES: ROBERT MONSOUR, PE EB- 0006024 MIS EI1GIf1E INC, INC SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMNING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM ,Y4)" BE INTSALL INTO N000, CONCRETE OR MASONRY . A?K AS C;:M?1Y ;NG ',', TH THE SCUTe '1Cf!DA BL'! LNG CODE D: OI 19 g 1 - C::), OL Div S ON BUILD:tN;G CODE CCMPLA "ICE OFFICE :.CCUTANCE NO 030u•Q3 BUILDING CODE COMPLIANCE CES /GN PRESSURE PANEL SPAN 44.40 724" 47.81 123 51.23 119" 58.06 112" 61.47 109" 66.85 104" 71.46 100" 75.30 95" 81.45 88" 86.83 82" 91.44 78" PANEL HEIGHT D' --90" ovee 90' -124' WALL MOUNT 2 5/8' 3 1/2" INSIDE MOUNT 2 5/8" 3 1/2" BUILD GUT 2 5/8' 3 3/4" PANEL HEIGHT 0"--104` 104 -124" WALL MOUNT 2" 2 1/4" INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. �-1 m 24 ga. STEEL Aco FRONT VIEW SIDE V1ErV 10 1/4 -20 STUD WITH NINGNUT 12 1/2` 0.C. 124' MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP .tea 1 s 1/3 X 3/4" FLAT ALUMINUM BAR SIDE NEW FRONT VIEW DETAIL PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP ANIS " MAX /MUM CAP BETWEEN PANEL AND HE40E4 IS 1/4' (TIP.) DETAIL "F" 3, 8 .3/3" (TYP.) FAS1tNER MUST BE IN NCRROW PORTION OF KEY HOLE MOUNTING HOLE AMY ALSO BE A 9/15 DA. CIRCLE DETAIL "G" EXPLODED ASSEMBLY D ETA /L 13 CN SHEET 3 a / / I/ CETA /L 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP BOTTOM NO HOR. OR S7LL . 1• HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY DETAIL 3, 4, k 8 CN SHEET 2 a 24 GAUGE MAXIMU►7 IMPACT STEEL STORM PANEL DETAIL 3.4, & 8 ON SHEET 2 WALL MOUNT ANCHORING PANEL rOP & BOTTOM WRN STUDDED HDR/SIL GLASS- 0 0 FRONT VIEW SIDE 'VIEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPL/CA770N DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 0 HEADER SILL WALL MOUNT WI774 H02 ANO SILL ROBERT S. MONSOUR, PE EB- 0006024 2,4111 ENGINEERING, FIC 124' MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED M /DPPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5,7,9, 10 AND 11 ON SHEET 2 Oc) 2 La HEADER G .ASS --. ■ DETAILS 3,4 AND 8 DETAILS 5,7,9,10 AND 11 ON SHEET 2 ON SHEET 2 TYPICAL SECTION VIEWS BUILD OUT M774 HLW. AND SRI GLASS CETA /L 2 ON SHEET 2 DETAIL 16 ON SHEET 3 4 a HEALER 1 SILL DETAIL 4 ON SHEET 2 INSIDE MOUNT MT14 HOR. AND SILL APPROVED AS CON :PLYING W TH THE • SOUTH FLORIDA BUILDING CODE DATE_��° • ! ( SA 19 SY _ PRODUCT CON n OL DIV.S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO "-00q' 03 oraa stp/.Ixe 0 1 ;;A m m =I N 9600 am 4 . 1 ,m, 1/4 - FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY . 4 . . CONNECTION TYPE11 rr REFER TO DEFECTION CHART GL to ci. ar. STORM PANEL CONNECTION TYP 1/4 -20 FLOCIT PLUG 'WITH 1/4 -20 BRASS W000 BUSHING HEADER OR SILL INTO W000 No 4 E.D 4 ■ DETAIL 15 SERVE THRU WINDOW 4 v- 1111 I' MIN. 14iN. 1 1/4' MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE "W DETAIL 19 NOTE: - THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEALER OR SILL. THE SHUTTER MAY 9E ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A CCMBiNATION CF DETAIL 13 'EAGER or SILL NOTE �'J�1"AIL 15 STORM PANEL 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM .F. WIND 71.5 MAXIMUM PRESSURE LENGTHS 48 "MAX. 1 1/4" MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS MAY MADE OF OTHER COUNTER MATERIAL BE SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL. ANCHORS 12 0•C• SEE ANC-ICR SCHEDULE CONNECTION TYPE "C' HEALER or SILL DETAIL 16 NOTE:* 1/4" PANEL MATE SCREW W!TN 14 - 20 STUD HEAD WITH WASHERED WINGNUT • • , HEADER OR SILL .' WOOD, CONCRETE OR MASONRY CONNECTION TYPE 'A" REFF1? TO DEFECTION CH� ON T GLASS CTION TYPE "A" I 1/4 ' PANEL MATE I WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY NOTE* E. Dr DETAIL 17 or HEADER or SILL SEE ANCHOR SCHEDULE COP*IECIION TYPE "A" SCREWED OR BOLTED TOGETHER iMTH 1/4 - 20 TT BOLT w/ LOCK NUT 12' 0.C. CGNTNUOUS BLOCKING R ® 1/4" ANGLE 1/4 -20 MASH/NE SCREW ANCHOR MTH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" 0.C. 3' MIN. EDGE DISTANCE POURED CONCRETE ONLY 69.6 PSF MAXIMUM / PANEL HEIGHT 109" MAXMUM DETAIL 20 ADJUSTABLE HEADER OR SILL PANEL SECURED WITH WASHERED W "NGNUTS STUCCO FINISH REFER TO DEFECTION AL C;l, x STORM PANEL ROBERT S. MONSOUR, PE EB -0006024 • NOTE r r, VIM • SEE ANCHOR SCHEDULE CONNECTION TYPE "C' DETAIL 18 ems, CGti*CTION TYPE "A' --� • NOTE: ®C 8 CONWECT1Oi1 TYPE "A" 1= r1_;CCO INSTALI -ATVON DETAIL 14 'EAGER or SILL CLASS NOTE: * IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH ADDITIONAL STAND THE SHUTTER SYSTEM MAY BE O NTSAL INTO W000,CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL ro /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO ERA A VP'7 \0 U WTH ThE SOUT '1Dt'DA BU'.LING CODE DAT • _ b L ..__Ql. 19 BY PRODUCT CON :SL DIV.S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. a g "03 04' 03 NOTE: E Or DETAIL 1 SEE ANCHOR SCHEDULE CONNECTION TYPE "S" .500 HEADER or SA1 E.D. .:, • a 3 OO \J ORO HEALER or SILL SEE ANCHCR SCHEDULE CONNECTION TYPE "D" E.D. OBSTRUCTION A DETAIL 5 r.5 DETAIL 9 FLOOR PLUG ANO MACHINE SC+?EN AM],iCR 12' O.C. ftXL STORM PANEL (fYP.) SPEC AL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS. PANELS MAY BE ADDED 10 WITH A MAXIMUM ADD —ON OF 3 FASTENED TO PANEI BY THE USE CF 164 POP RPrETS 4 5 TUBULAR ILIVETS OR 10 - 24 U DOLTS 16 0.C. OIt 11 AITGLE FLANGE . 4Y BE REVERSED 1/4 -20 THRU BOLT N/ LOCK NUT 12' 0.C. SEE ANCHOR SCHEDULE CONNECTION TYPE 'B" CR 0T7-P HEADER or SILL REFE4 70 THA r APPLJCAT70N FOR PRCPER CONNECTION TYPE CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH 164 141I1£TS OR {8 TEC..X SCREWS 12" 0.C. RETURN PAN. Ma& TUBE OR tt000 MUST BE USED ON ALL BUILD OUT C0NOR7GNS 70 CLOSE OFF EJ+OS RETURN PAN VARIOUS SIZES 1/8 X 1 1/2 FLAT 8414 SILL STCOOED MTH *Y CMI7S SEE ANCHOR SCHEDULE CONNECTION TYPE "C HEADER or SILL DETAIL 2 E.D. • NOTE: k 51.0T7ED MOUNTING HOLE MAY BE USED IN CENTER XE3 Of PANEL. TYP FOR ALL S'Er.4L PAN APPL/G477GNS PLAN VIEWS, DETAIL 12 A, 8, Ct D DETAIL 6 1' ,MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "E" 7 5/8' MAX. 4, 7t5 Pte' MAXPAUFA •. MAXIMUM PANF1. MIGHT DETAIL 10 Q H£ADC? ON MP SAL ON BOTTOM p 1/4 - 20 x 1/4 !0wt1RLED STUDS KIN WASNERED ' 47NGNVIS (TIP.) CONTINUOUS BLOCKING CR ® 5/16 ANGLE SEE ANCHOR SCHEDULE CONNECTION TYPE 'A" DETAIL 3 R O HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION BOLTED TOGE7HER WITH 1/4 -20 17-'RU 3OLT W/ LOCK NUT 6" O.G USED AS HEADER CR SILL C O HEADER or SILL MA BE INSTALLED IN REVERSE DIRECTION AS /N DETAIL 6 @CR 1 9 J /16 G� 8L0Cf7NG OPT)ONAL USE CFI A/ICLE FOR PURPOSE CF EXTCNOiNG WALL FLOOR PLUG ANO MACHINE SCREW ANCHOR 12" 0.0. POURED CONCRETE ONLY BOLTED TOGETHER M7H 1/4 -20 THRU BOLT W/ LOCK NUT 5 0.c. USED AS HEADER CR SILL OR ® CONTINUOUS BLOCKING J/ 16 ANGLE 1/4 -20 MASHINE SCREW ANCHOR WITH SID£NALX BOLT OR 1/4" MASONRY SCREW 3" 0.C. E4 J' MIN. EDGE DISTANCE MAXIMUM CAP BETWEEN STROM PANEL ANO 01.0. SHALL NOT EXCEED 1/4" AS VIEWED FROM FRONT W£W — PANEL ROTC ED Ar 901TOM TO PASS OYU? $7t/0 ANO #IN,NUT ? SILL (EACH 5104 • v NOTE • ^ 4.4. .. .- a Sal : SEE ANCHOR SCHEDULE CONNECTION TYPE "C' DETAIL 4 HEADER or SILL £0 r MAXIMUM NOTE:* S HEADER or SRI. 1 ER E Q • ; � 7 • MIN. • SEE ANO-CR SCHEDULE CONNECTION TYPE "A" OR OTHER HEADER or SILL REFER TO THAT APPLICATION FCR PROPER CONNECTION TYPE CONTINUOUS 11000 BLOCKING VARIOUS SIZES DETAIL 7 HORIZONTAL INSTALLATJGN ELEVATION 1 \E.D. E.D.\ `\ MNOOw OR DOOR OPEHIN0 ROBERT S. ' MONSOUR, PE EB- 0006024 tIi1S e1GINEEeINC, INC. 2 5/4' MAX. ELM MACY' STORM PANEL. DETAIL 11 0 MAY BE MOUNTED VERTIGLLY OR HORZGWTALLY C END. , NOTE* WHEN ANCHORING TO 'WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH O.'55 SPECIFIC GRAWTY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE r VERTICAL INSTALLATJON ELEVATION EC EO SEE ANCHOR SCHEDULE CONNECTION TYPE '"a" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "7' R O CONTINUOUS BLOCKING BOLTED TOGETHER 4777 1/4 -20 THRU BOLT N/ LOCK NUT 12' O.0. NOTE* 1/4 -20 x 5/4 KNURLED STUDS I STORM PANEL WITH 'NASHERED WiNGNUTS 12 1/2' O.C. (7YP.) R@ CONTNUOUs BLOCKING IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH • STAND THE ADDITJONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRL I t, MASONRY. APPROVED AS C S.'J,P Y ` 3 4'PTH THE SO:;T:iF1O i.', Si! ! D'r �: CD ^E N.T' _C2 19 BY . PRODUCT COI ROL DiV.S OY BU!IDiNG CODE CCAPL:ANCE OFFICE ACCEPTANCE NO q8-0300.03 .090, FLAT BAR 2 3/8' t P2 2' ✓ARIOUS DEGREE CORNER PAN .050 MIN. 050 HGK CORNER PAN 3' 7/8' 1 3/32' 3 7/32' N `o cn 3 1/32' 11 29/32'1 x .125 100 T1 0 6 100 MOL,N77NG HOLES 12 1/2' O.C. CROSS SECTIONS .090 3 7/32' 1 3/32' 7/8' 2 3/8' H1 2' 1 1/2' RETURN .060 MIN. N • .093 VARIOUS TYPES OF F —TRACK NOT SHOWN a 7/8' 3/32' 3 7/32' 1 3/3' VARIES 5" A(AX,wUAI SPECIAL NET PANEL SECTION VAR1ES BLOCKING 57V0 MAY BE INTALLED IN RENTS( DIR£GTKAN TYPICAL N .060 MIN. LJH it LJH 1/8' MIN. 2 114" GENERAL NOTES: ALL ALUM /NUM EXTRUSIONS TO 8E ALLOY 605J —T6 CR EQUAL STORM PANELS SHALL BE: 24 GAUGE STEEL, ASTM A653 S0 GRADE E MIN. Fy = 80 K.5, MINIMUM VALUE HOT DIP COATED. WITH A NOMINAL WIDTH OF 12 1/2' THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, L 1 H /N ACCORDANCE TO T7-+'E DETAILED SPECIFICATIONS HEREIN. 1 8' MIN. PANELS MAY BE NOTCHED OR MITERED ro ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING CR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES .SHOWN 1/4' D.A. RAWL LCK /BOLT ANCHOR ( SLEEVE DRIVE ANCHOR ) MIN. TENSILE 1190 — !MIN. SHEAR 1520 — 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 — IMIN. SHEAR 1270 — 1 1/9" /MIN EMBED. IN MASONRY 1/4 -20 RAWL CALK —IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 7/4 - GOLFS MIN. TENSILE 1870 — lM /N. SHEAR 1730 — 7/8" MIN. EMBED. IN CONCRETE MW. TENSILE 880 — MIN. SHEAR 1340 — 7/9' .MIN. EMBED. IN MASONRY 1/4" PERMA —SEAL TAPPER 8Y RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 — lI /N. SHEAR 1980 — 1 1/2' MEN. EMBED. IN CONCRETE MIN. TENSILE 880 — 1M/N. SHEAR 1270 — 1 1/4' MIN. EMBED. IN MASONRY 1/4' ZA/AAC NAIL /N BY RAWL ( ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 — MIN. SHEAR 1400 — 1 3/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 730 — MIN. SHEAR 1320 — 1 1/4' MIN. EMBED. IN /MASONRY 1 1/2' 1 ALL SILOS 5/8' ( TrP. ) ALL APPLXAPOKS ANGLES 57UDCED IN aIClUDES SJLOOE> Tt SHORTER LEG ONLY 1/4 -20 X 3/4 18-8 STAINLESS STEEL KNURLED STUDS 12 1/2' O.G REFER TO APRJC4 KS ON SHEETS 2 3 .1 ANCHOR MOUN17NG HOLD LOCATED ON OTHER HORIZONTAL CR I FRT1CAL LEG, ® C ® STUDDED ANGLE DETAIL 7/8' x 1 1/2' FIAT MOOED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 1994 EDIT7ON FOR DADE COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD TESTING AND 2315 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF SF.B.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES' ANCHORAGE TO WOOD CONSTRUCT /GN SHALL BE 1/4" STEEL LAGS OR LARGER 4117-1 1' MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/4' ELCO PANEL MA TES MTH 1 7/8' MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMSECMENTS IT SHALL BE THE R£SPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE ro WITHSTAND THE ADDIT7GNAL LC140S AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH, iNC. HIALE4J-1, FL " ' DADE COUNTY PROOUCT CONTROL APPROVED WARNING TO OWNER OR TENANT LOCATED /N EACH HEADER 01? ONE PANEL OF EACH OPENING, STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOUR£D PERMANENT FASTENER COMPONENTS E.MBEDOED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS, NOT IN USE; MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL TIME'. ROBERT S. MONSOUR, PE EB- 0006024 R4115 ENGINEERING, PiC APPRCVE.D AS COMPLYING WITH THE SOUTH FFL.OF ;DA _BUIILDING CODE D.AT`� 11) 19 BY PRODUCT CON LI DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C IS -0 30 1 4 •OZ 24 ga. • t r /5.5' 50' - " 50' 14 13 12 11 10 9 8 7 6 / 4 i3`41cc -y 15 16 17 ?9 20 21 22 23 \55.5' 50' ., .1 . '25' 50' 50' L�1 30' LOCATION MAP SCALE: i "= i50' NE. 102nd STREET NE. THIS IS NOT A VALID SURVEY WITHOUT THE UNDERSIGNED SURVEYOR'S SIGNATURE AND EMBOSSED RAISED SEAL 101st SURVEYOR'S NOTES: 1. TYPE OF SURVEY: AS BUILT 2. ALL DISTANCES AND BEARINGS /ANGLES SHOWN MATCH RECORD DISTANCES & BEARINGS UNLESS OTHERWISE NOTED. 3. PROPERTY AREA: 8, 525 SQUARE FEET 4. THIS PROPERTY IS LOCATED IN FLOOD ZONE X, BASE FLOOD ELEVATION: - - -, AS PER F. E. M. A. MAP COMMUNITY N': 120652, PANEL N'0093, SUFFIX J, LAST REVISED ON JULY 17,1995. 5. ALL ELEVATIONS THUS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929,AS MEASURED FROM MIAMI -DADE COUNTY BENCHMARK N'N -397, INDEX:3100, ELEVATION: 9. 80' , AND I S A PK. NAIL AND BRASS WASHER IN NW. CORNER OF CONC.SUPPORT OF TRAFFIC CONTROL BOX NE. 111th ST. -- - 91.5'SOUTH OF C/L N. MIAMI AVE. - --36'EAST OF C/L BEAST OF A MALALUCA TREE 2 BELL TELEPHONE MANHOLE--- 60'AND 55'SOUTH 5. LEGAL DESCRIPTION AS PROVIDED BY: OWNER 7. USE OF PROPERTY: VACANT 8. UNDERGROUND FOOTINGS, FOUNOAT IONS, UTILITIES, OR SEPTIC TANKS WHERE NOT LOCATED BY THIS SURVEY. 9. THIS SURVEY HAVE BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH, THEREFORE EASEMENTS AND RIGHT OF WAYS SHOWN HEREIN ARE AS PER SAID MENTIONED PLAT (PB.10, PG. 70) OR DEED, AND THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS, OR RIGHTS OF WAY OF OTHERS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. NOTE: BY 15' 15' STREET J. F. LOPEZ & ASSOCIATES, INC. CONSULTING LAND SURVEYORS AND PLANNERS CERTIFICATE N° LB.3192,STATE OF FLORIDA 555 EAST 25th STREET, H I ALEAH, FL. 33013 Ph:(305) 836-1822 Fax: (305) 835 -0754 836 -0937 L11 P1 1 130' 2 0 cc) 3 4 5 130' PROPERTY ADDRESS: 13t NE. 101st Street Miami Shores, 0/E l!1 P1 LEGEND: I HEREBY CERT 1 FY: THAT A SURVEY OF THE PROPERTY AS DESCRIBED IN THE FOREGOING CAPTION HAS BEEN MADE UNDER MY DIRECTION AND MEETS THE MINIMUN TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61- G17 -6, FLORIDA ADMINISTRATIVE TIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND IS TRUE AND CORRECT TO THE BEST OF KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT. OSE F. LOPEZ P. Prof sional Surveyor Mapper N°3086, State of Florida Florida. 33138. WATER METER AIR CONDITIONER W000 POWER POLE OVERHEAD ELECTRIC LINE 5' H I G H C. B. S. WALL CONCRETE AREAS C. B. S. = CONCRETE BLOCK STRUCTURE D. H. = DRILL HOLE P. C. P. = SURVEYOR'S DISC STAMPED P.C. P. S. I. P.. SET 1/2' IRON PIPE N'LB. 3192 F. I. P. = FOUND 1/2' IRON PIPE ID.= IDENTIFICATION E. M. = ELECTRIC METER LEGAL DESCRIPTION: Lot 18 and the West 1/2 of Lot 19, in Block 14, of "MIAMI SHORES SECTION N °1 ", according to the Plat thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Miami -Dade County, Florida. in M -li - -, - 0/E FOUND O. H, SET P.C. P. N'LB. 3192 F. I . P. ; / 2' (NO ID, :AP) 0. 3' CLEAR 0 0. 3' CLEAR c 0 � 9 . 9' 9. 9'' SKETCH OF SURVEY SCALE: i" =20' .0 • 28.5• , ° 0 8' ASPHALT PAVEMENT 15' ALLEY 75. 00' 30. 75 2 STORY C. B. S. RESIDENCE N° i3i L. F. E. = 12. 30' G. F. E. = 11.56' 2nd F.E.= 22.6' in ° 7. 55' o M 3. 15'_ T o 2B 50' cv,, , • (�QlC!<j ' • J ; 5',S I DEWALK ,, • in Q1 t 4' NE. iOist ST. 19' ASPHALT PAVEMENT 24.5' N 3.65' ' L j ! / 6.80' 9.87' h' 2. 30' N Q Cd , I • , 10 o'1 10. 0' E. M. • 10. 0 B. 00' / F. I. P. 1/2'1 (NO ID. CAP) coa �0• 4S 0.4' CLEAR o 1 Lt) 0.1' CLEAR FOUND REBAR G 0 75. 00'' F. I. P. 1/2' ./ (NO ID. CAP)' N 0 0 LO z w 0 0 0 0 0 N C1J >- z 0 0 w w CC 0 N Cn Cn m z Q w 0 O 0 rn Cn IT 0 w 0 > w cD 0 01 rn LD z C w O cc 0 Ql rn >- J z 0 w O U1 F- 0 a 0 J w O 0 LL LL 0 w 0 0 z Q w °' O cc 0 GLASS OR 000* FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1- , .1 _ -r41 1r ,.: s— a aaaa�a ►�� SEE MIN. SEPAR ATIO N PROM GLASS SCHEO. EXJ3T1144 CONCRETE. HOLLOW COCK, OR W000 FRAMING CSLE ANCHOR SCNEOULE IASEO ON TYPE OP STRUCTURE) GLASS OR 000A EXxSTR24 CONCRETE. NIX-LW BLOW.. OR W0 FLJ.? O tlIZ A)NC?NOR S011egititgAido ON TYPE OP STRUCTURE, PAST (NCR, SEE A$O10R SCHEOULL MPENDKI CONNECTION RYKI EXISTING CONCRETE. HOLLOW LIOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASSO ON TYPE Or STRUCTURE) FASTENER. SEE ANKNIOR SCHEDULE. REFERENCE CONNECTION TYPE? nI L ®CONT. (TYP, TOP s BOTTOM) — EM8E0. (TYP.) ©CONT. EXISTNO CONCRETE. HOLLOW BLOC.X. OR W000 fRANwr3 (SEE ANCHOR SCHEDULE BASSO ON TYPE OP STRUCTURE) E WALL MOUNT SECTION SCALE : 3" a 1' -0" r (MIN.) — ra BUILD -OUT MOUNT SECTION SCALE u3 ".r -0 Q CONT. FASTENER. SEE ANCHOR SCMDULE. REFERENCE CONNECTION TYPE 1' 1/4 -20 MACHINE BOLT s WINGNUT • IV O.G FOR PANEL LENGTHS LESS THAN OR EQUAL TO 10 ANO • 6' 0.C. FOR PANEL LE1NOTHS GREATER THAN 104 ". ANGLE TO WALL DETAIL PANEL TO ANGLE OETAIL SEE MIN. SEPARATION PROM GLASS SCHEO. 1114 TEX SCREWS OR V4 -20 BOLT ANO NUT • TV 0.C. STAGGERED (TYP. TOP ANO GOT TOM) r -- CONT. Z1/4,26 MACNNMC BOLT i WNOMJT • 12 0.C. FOR PANEL LENGTHS LESS IMAM OR EQUAL TO 104' ANO • 6' 0.C. FOR PANEL LENGTHS ORNATE* THAN 104'. N SIDE CLOSURE REQ 0. (SEE PLAN VIEW) 1/ 4' MAX. GLASS OR DOOR CHBE0. (TYP FASTENER. SIC ANCHOR SCHEOUL L RI ? CACNCC CONNECTION 'TYPE 1' FASTENER. SEE ANCHOR SCHEDULE SAILO ON TYPE CONNECT K)N TIM 3" — I's GLASS OR DOOR SEE MIN. SEPARATION PROM GLASS SCHEO. W000 FRAMING — SEE MIN. SEPARATION FROM GLASS SCHEO. 1 /4" MAX. WOOD CEILING/ INSIDE O MOUNT SECTION SCALE : 3" 2 1' -0" I Vim. ITYP.) W000 FRANINO ANGLE TO WALL DETAIL ,- FASTENER, SCE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE? 1 ' - N 0 0 0 ONT. °CONT. WALL MOUNT SECTION O SCALE 3 . 1' -0" 1/4 MAX. V4 -20 MACHINE 1304.1 & WINGM)T $ 12' 0.C. FCR PANEL LENGTHS LESS THAN 0* EQUAL TO 1.4 ANO 0 6 0.C. FOR PANEL LENGTHS GREATER THAN 104 - , PANEL TO ANGLE DETAIL CONT. GLASS OR 000* — t/4 - 20 MACHINE BOLT & WINONUT p 12 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" ANO • 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104'. FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE / CONNECTION 'TYPE 3' FASTENER. SEE ANCHOR SCHCOULE LASED ON TYPE COSE ECT1014 •rrs !, I EDGE GIST. A. . i / / r e ' S EDGE 01ST.' SEE MN. SEPARATION FROM GLASS SCHCD. O CEILJNG/INSIDE © MOUNT SECTION SCALE : 3 1' -0" EXtSTll6 CONCRETE. HOLLOW 'LOCK. 0R W000 FRAMs/NCI (SEE ANKNOR SCNEDULCBASCO ON TYPE OF STRUCTURE) 1/4 MAX. i ta 3 0 S V 4 U z M W J 2 < 4 a. • ce I 0 0 taa u W u EXISTNO CONCRETE. HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) APPROVED AS COMPLYING MTH THE SOUTH FLORIDA BUILDING CODE DAT A 2 0 19 9Y PRODUCT CON ROL DIV'S'ON BUILDING COCE COMPL.A,NCE OFFICE ACCEPTANCE NO 99,-1110. o 3 ti IU • c 42 sig 2 O A N 0 4 . X LL 1 L vi • H 4 El 0 N • 41 .1 V • W N W a a 01 S 0 a • 0 V 0'44?2CI I drawn 11 AS mOrtO) 14C (14.1.90 try icMcA4d !� v-' f Y PC , ar aw01 no. 96 -110 aT •• `r 4:5.6' 14 50' 13 12 • 11 ,. 10 „ 9 8 . 7 50' 6 / S' ALL L 22 23 50' 15 6 ' 16 50' 17 .1 i9 . ' 25' 20 50' 21 .. uj3D' Z 130' LOCATION MAP SCALE: i'= 150' NE. 102nd STREET NE. NOTE: THIS IS NOT A VALID SURVEY WITHOUT THE UNDERSIGNED SURVEYOR'5 SIGNATURE AND EMBOSSED RA ISF{3 SEAL 101 BY 15' 15' STREET LEGAL DESCRIPTION: Lot 18 and the West 1/2 of Lot 19, in Block 14, of according to the PI at thereof, as recorded in PI at Public Records of Miami -Dade County, Florida, PROPERTY ADDRESS: 131 NE. 101st Street. Miami Shores. SURVEYOR'S NOTES: 1. TYPE OF SURVEY: AS BUILT 2. ALL DISTANCES AND BEARINGS /ANGLES SHOWN MATCH RECORD DISTANCES 6 BEARINGS UNLESS OTHERWISE NOTED. 3. PROPERTY AREA: B, 625 SQUARE FEET 4, THIS PROPERTY IS LOCATED IN FLOOD ZONE X, BASE FLOOD ELEVATION: - - -, AS PER F. E. M. A. MAP COMMUNITY N' : 120652, PANEL N' 0093, SUFFIX 3, LAST REVISED ON JULY 17, 1995. 0/E 0 00' 5. ALL ELEVATIONS THUS � ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, AS MEASURED FROM MIAMI -DADE COUNTY BENCHMARK N'N -397, INDEX:3100, ELEVATION: 9. 80' , AND I S A PK. NAIL AND BRASS WASHER IN NW. CORNER OF CONC. SUPPORT OF TRAFFIC CONTROL BOX NE. 111th ST. - - -91. 5'SOUTH OF C/L N. MIAMI AVE. - - - 35' EAST OF C/L 8'EAST OF A MALALUCA TREE 2 BELL TELEPHONE !=.!.NHOLE-- -50' AND 55' SOUTH 5. LEGAL DESCRIPTION AS PROVIDED BY: NNFP. 7. USE OF PROPERTY: VACANT 8. UNDERGROUND FOOT I NGS, FOUNDAT IONS, UT IL ITI ES, OR SEPTIC TANKS WHERE NOT LOCATED BY THIS SURVEY. 9. THIS SURVEY HAVE BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH, THEREFORE EASEMENTS AND RIGHT OF WAYS SHOWN HEREIN ARE AS PER SAID MENTIONED PLAT (P3. 10, PG. 70) OR DEED, AND THERE MAY BE ADDITIONAL RESTRICT IONS, EASEMENTS, OR RIGHTS OF WAY OF OTHERS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. J. F. LOPEZ & ASSOCIATES, INC. CONSULTING LAND SURVEYORS AND PLANNERS CERTIFICATE N° LB. 3192, STATE OF FLORIDA 555 EAST 25th STREET, HIALEAH, FL. 33013 Ph: ( 305) 836-1822 Fax: (305) 835 -0754 835 -0937 130' 2 3 4 5 130' J "MIAMI SHORES SECTION N °1 ", Book 10, at Page 70, of the I HEREBY CERTIFY: THAT A SURVEY OF THE PROPERTY AS DESCRIBED IN THE FOREGOING CAPTION HAS BEEN MADE UNDER MY DIRECTION AND MEETS THE MINIMUN TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61-017 -6, FLORIDA ADMINISTRATIVE TIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND IS TRUE AND CORRECT TO THE BEST OF KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT. JOSE F. LOPEZ, P. S. M Pro essionaI Surveyor & Mapper N °3086, State of Florida Florida. 33138. LEGEND: • WOOD POWER POLE OVERHEAD ELECTRIC LINE CONCRETE AREAS C. B. S. = CONCRETE BLOCK STRUCTURE D. H. • DRILL HOLE P. C. P. • SURVEYOR'S DISC STAMPED P. C. P. S. I. P. • SET 1/2' IRON PIPE N' LB. 3192 F. I. P. • FOUND 1/2' IRON PIPE ID. • IDENTIFICATION ri 0. 3' CLEAR 30.70' 28.43' S• ' 6, 9,95/ `•�/D,O /D. 0 / 5TDRY RES /DENGE /if'? /3/ L• A - E.= /2.30' • ' / /.S6 760; 3. 2v 1 J �o X 2.3' N O (Q /0.0' 0. 4' CLEAR FOUND 3. H. SET P. C. P. N° L8. 3192 5 N /E WAL.! 0/E = w 8 AtT PAV €MENT__ 15' ALLEY ° J 75. 00'" 0. 3' CLEAR F. I.P.: /2' (NO ID. CAP) 5' S I DEWALK SKETCH OF SURVEY SCALE: i' =20' 75. 00' F. I. P. 1/2' (NO ID. CAP) NE. iOist ST. 19' ASPHALT PAVEMENT cc So 0 Lsi / , A / 0. 1' CLEAR FOUND REBAR 75. 001_,F _ 0 VA: I i F. 1. P. 1/2 NO I D. CAP) 0 o O � CO O N J O N co 6 LL z, cc 0 0 0 J w U. LL o w 1-- a O Model LC Chimney Cap SPECIAL NOTE: The proper height as previously explained is important to assure proper draft and safety. The chimney cap extends the flue outlet four inches above the top of the last section of chimney. This should be kept in mind when deter- mining the proper height for the chimney. The chimney should not be extended more than 90 inches above the support- ing roof structure without additional support. In the case of an "A" frame type construction or other steep pitch roofs that require more than 90 inches of chimney above the roof, a support should be attached to the chimney at the 90 inch level that is strong enough to support a wind load of 3 -1/8 pounds for each inch the chimney extends above 90 inches. The flue outlet must be a minimum of three feet above the point where it penetrates the roof as shown by Figure 13. CAUTION: Be careful around electrical wires to avoid the electrical shock hazard contacting the wires with the metal chim- ney components. FIGURE 21 SCRIBE LINE AT B ^TTOM 4 1 I NOTE LCL CHIMNEY CAP ■S SAME AS LC WITH EXCEPTION OF LONGER TELESCOPING PI'E v♦ HICH MAY BE NEEDED FOR SPECIAL INSTALLATION SUCH AS CHASE INSTALLATIONS CHIMNEY CAP INSTALLATION HOLD I3" DIAMETER (OUTSIDE PIPE) vE RTICAL FIGURE 22 MOOEL LC CH,MNEY CAP 1 * 36 - MIN B2 x OR 2 ANY POINT WITHIN IC) APPLY MASTIC HERE STORM COLLAR FLASHING 1. Extend the regular chimney sections until the top of the chimney is four inches below the total flue height desired. Do not snap the last section of inlet air duct or largest diameter pipe in place until step three is complete. 2. Remove the shingles from around the chimney so that the flashing may be installed, as shown by Figure 21 with the upper part of the flashing under the shingles. 3. Set the flashing on the roof and scribe a line around the flashing as described by Figure 21, then cut the top off the flashing by cutting 1/4 inch below the scribed line. This should increase the diameter of the flashing outlet sufficiently to allow the flashing to be placed over the chimney. 4. Snap the last section of inlet air duct in place and slide the flashing over the chimney. Adjust the chimney to assure that the proper minimum clearances are maintained. 5. Nail the flashing securely in place with eight nails (see Figure 22 for identification of the parts required for the installa- tion). 6. Seal the crack between the top of the flashing and the chimney with mastic. Leave some excess mastic at this area to be used in step eight. NOTE: Use pliers and wear gloves when performing step seven to minimize the danger of cutting your hands on the edge of the storm collar. 7. Place the storm collar around the chimney and put the collar together like a belt in belt loops. Slide the end of the col- lar under the two loops on the other end with loops facing up. Overlap the ends of the collar until it is tight against the chimney. Bend the free end of the collar back over the loops to hold the storm collar securely together. The excess end of the storm collar may be trimmed off. 8. Slide the storm collar down snugly against the flashing until the excess mastic left in step six is forced up into the crack between the storm collar and the chimney. This should make the joint between the flashing and the chimney water- tight. 9. Install the chimney cap by placing the cap into matching parts of the last chimney section as sown by Figure 22. Push down until the brackets on the bottom of the chimney cap sits on the chimney pipe. Then punch or drill 1/8 inch diam- eter holes in the inlet air duct (chimney pipe) where specified on the brackets and fasten it down with the No. 8 screws provided. 10. Check all the parts of the fireplace, chimney and chimney termination cap to assure that no parts have been damaged or bent during installation and that all parts have been installed properly. NOTE: The metal used for the chimney cap has a rust protective coating but the cut edge parts are not protected. To prevent rusting and rust staining of nearby structures, exposed parts of the chimney and chimney cpa should be deter- gent washed and painted with a galvanized primer paint. 18 SB3D 1. Lay out, cut and frame openings through all ceilings and the roof at the point where the chimney will pass through. Unless the chimney is to be offset, the point where the center line of the chimney will pass through the ceiling and roof can be determined with plumb line as shown by Figure 14. The fireplace should be located in the planned installation position. After the center line is established and a nail is driven to mark the point, the opening can be cut if you are satisfied with the chimney location relative to ceiling and roof joists and/or any other obstructions. The roof opening center line should be marked by driving a nail through the roof from underneath that will penetrate the roof and can be located from the rooftop. If the chimney is to penetrate a pitched roof, the hole in the roof must be rectangular instead of square and should be sized according to Table 1. 2. Install the firestop spacer as required from beneath the ceiling unless the space above is attic space. In an attic, the firestop spacer should be installed at the floor level of the attic (see Figure 16). You must have joists or headers on all four sides of the spacer and use a minimum of four 8 -penny nails to secure the spacer. 3. To install the "L" series chimney sections, insert the male end of the flue, the smallest diameter pipe, into the flue out- let of the fireplace and press down until the snap locks engage. Continue the process, adding the chimney sections on top of each other until the chimney is at least six inches above the roof opening on all sides. As the chimney sec- tions are installed, check each joint to make sure it is properly located to the previous section. if additional strength of the outer pipe joints is desired, you may use two or three sheet metal screws placed through the area where the outer pipes overlap one another. To install these screws, drill a 1/8 -inch diameter hole through the chimney sections, taking care not to penetrate the inner flue pipe. WARNING: BE CAREFUL WHEN DRILLING THE HOLES INTO THE OUTER PIPE. THE DRILL MUST NOT PENETRATE THE INNER STAINLESS STEEL PIPE. NOTE: If you intend to have a total fireplace installation of more than 30 feet, you must use chimney support model LCS at or below 30 feet to support the weight of additional chimney pipe. To install the chimney support, place the crimped end of the flue and outlet air duct portions into the last section of chim- ney pipe (see Figure 15). Push down until the outside or inlet air duct of the chimney support overlaps and snap locks the chimney support into the chimney section. Nail the support straps tightly to a building frame member or ceiling joist as shown by Figure 15. You must use at least two 8 -penny nails per strap. CHIMNEY OFFSET INSTALLATION Elbow Installation The following are important points that should be observed when installing elbows on the fireplace: 1. The support straps of all elbows not installed directly on top of the fireplace should be nailed securely to the sur- rounding structure. This allows the support straps to carry the weight of the chimney above the elbow and prevents this weight from breaking the elbow or chimney sections apart (see Figure 17). 2. Elbows should not be used in any combination that will incline the chimney more than 30 degrees from vertical. FIGURE 17 NOTE Although both halves of the elbow set may have tie straps, only the top half must be secured. The bottom elbow half is not required to be secured for added stablization of pipe. ALL FOUR SUPPORT STRAPS MUST BE NAILED ON TO FRAMING MEMBER AROUND THE ELBOW WITH A MINIMUM OF TWO (2) 8 NAILS PER STRAP. 30 °ELBOW INLET AIR PIPE FLUE PIPE 15 SB30 FIGURE18 STORM COLLAR FLASHING 2 "MIN. A;R SPACE , CLEARANCE TO - COMBUSTIBLES WITH USE OF LF.FS-2 FIRESTOP ,-CONTINUE CHIMNEY TO PROPER HEIGHT AND . INSTALL ROUND CHIMNEY CAP CR CHIMNEY HOUSING FIRESTOP SPACER AS REQUIRED FASTEN SUPPORT STRAPS SECURELY NOTE: TWO ELBOWS MAY BE USED WHEN TOTAL INSTALLATION HEIGHT EXCEEDS 5 FT. FIGURE 19 MI MAO .,m o! it"a' ammo= 1 11 - . A ID\ Ttft 1 ITA1 I ' •111•11111111•11 FIRESTOP SPACER 2' MIN AIR SPACE MEWL" CLEARANCE AT JOIST CL CHIMNEY) LINIMMIEMNIME S'J ?PORT STRAPS NOT TO PENETRATE FIRESTOP VERTICAL CHIMNEY ENCLOSURE FASTEN ALL SUPPORT STRAPS SECURELY VERTICAL CHIMNEY ENCLOSURE RECOMMENDED. DIAGONAL CHIMNEY ENCLOSURE ACCEPTABLE. DIAGONAL CHIMNEY ENCLOSURE SUPPORT STRAPS OFFSET MAX.( i01- NOTE: FOUR ELBO':/5 IAA1 BE USED WHEN TOTAL. INSTALLATION HEIGHT ExCEEDS 21 FT. MAXIMUM 4 ELBOWS PER FIREPLACE. CONTWUE CHIMNEY THROUGH ROOF AND l:STALL ROUND CHIMNEY CAP OR CHIMNEY HOUSING CHIMNEY MUST BE ENCLOSED IN ACCESSABLE AREAS. VERT ■CAL CHIMNEY ENCLOSURE FIRESTOP SPACER R SE DIAGONAL CHIANEY ENCLOSURE FIRESTOP 2 AIR SPACE CLEARANACE' TO COMBUSTIBLES Elbow Installation (Continued) 3. The limitations on the quantity of elbows per chimney are as follows: If the total height of the fireplace and chimney is -- 12" - 2" or more -- Two elbows may be used in the chimney 21' - 0" or more -- Four elbows may be used in the chimney 4. The inclined portions of chimneys that pass through living spaces likely to be used for storage should be enclosed to avoid contact with and possible damage to the chimney. The minimum air space of two inches between the chimney and enclosing materials must be maintained. Figures 18 and 19 illustrate some ways elbows may be used. 5. The length of the inclined portion of chimney between elbows must not exceed 6 feet when unsupported or 20 feet if the chimney is supported at six -foot intervals with some means of support such as metal support straps. 6. When enclosing the elbows and inclined portion of the chimney, enclosing materials must be installed vertically so as to maintain the required two -inch minimum air space clearance to the chimney at the extremities of the offset. It is rec- ommended that enclosing materials not follow the inclined portions of the chimney (refer to Figures 18 and 19). Offset Installation Sequence 1. Determine the location and amount of offset required, then select the combinations of chimney sections and elbows required from the OFFSET CHART (page 19). 2. Install the first LE30 elbow by placing the extended flue into the mating part of the fireplace or chimney section. Push down until the outside or inlet air duct of the elbow overlaps and the snaps lock the elbow into the fireplace or chim- ney section 3. Nail the support straps to the framing member with a minimum of two 8 -penny nails per strap. 4. Install the sections of pipe between the elbows until the proper number of chimney sections have been installed. 5. Install the second elbow to return the run of the chimney to vertical. 6. Nail the support straps of the second elbow to a building frame member. 7. Continue installing the vertical portion of the chimney. NOTE: If the inclined portion of the chimney passes through a floor or ceiling, and LF -FS -30 firestop spacer should be installed to provide the firestop and support required. Figure 17 provides the dimensions of this accessory. Be sure prop- er spacing is maintained between the chimney and combustibles. HEIGHT INTERMEDIATE SECTIONS (INCHES) 1' 11 -1/2 3' 1 4' 35 4' lit I 0oo 0 3 12 1 39 _ CV 1 _ CD � 47 1 0 8/12 o 52 18 1 1 1112 58 12 12 0 _ CD 471 /4 64 1 70 50 3/4 0 0 o 75 _ 1 0 1 82 0 301/2 87 1 1 94 o 0 _ CD � 99 o 1 361/2 721/2 105 0 111 0 1 o 117 0 82 1 122 0 1 451/2 129 o 0 � 134 48 1 1 141 0 511/2 981/2 146 _ o 1 � 152 102 3/4 0 158 1 107 3/4 1 164 0 0 � � 169 1 1 0 � 176 63 0 1 181 � 1 � 1221/2 188 0 193 128 3/4 1 o 199 o 0 133 � 205 1 75 211 1 0 216 o 1 1 _ CV 223 � 0 801/2 1481/2 228 1 235 o 0 o _ 11) 240 1 159 1 246 ■ 0 89 252 o 1 o _ to 258 921/2 0 1 263 1 95 173 3/4 270 o 0 10 _ to 275 180 1 282 0 184 1/4 1 287 o 1 _ _ LC) 293 1 0 _ 0 293 107 0 1 305 o 0 � 10 310 1 C\I•l 317 204 0 o 322 o 1 m � _ `m' 329 0 2141/2 1 334 1 0 1 5 122 340 o 0 _ *n 346 1 352 357 384 0 o ■ • 369 378 ELBOW SET CHIMNEY SECTIONS TOTAL IN. OFFSET 41/2 10 13 TOTAL IN. RISE 17 261 /2 31 3/4 1' 11 -1/2' 1 \ •,-• |oo_ 3' 000 4' lit I 0oo 1 1 1 3 12 1 4/12 17" X 17" 3/4" 512 17 "X18 "1 /4" 151/2 36 1 -~ 8/12 o o 18 41 1/4 1 1112 17 "X22 "1 /4" 12 12 17" X 23" 22 471 /4 1 24 50 3/4 1 0 o _ o _ 28 57 3/4 1 301/2 62 1 331/2 671/4 1 o o 361/2 721/2 1 391 /2 771 /2 1 42 82 1 0 0 451/2 88 1 48 921/4 1 511/2 981/2 1 � 54 102 3/4 1 57 107 3/4 1 60 1131/4 1 0 0 � 63 1181/4 1 651/2 1221/2 1 69 128 3/4 1 o � 71 1/2 133 1 75 1391/4 1 771/2 1431/2 1 o � � 801/2 1481/2 1 831/2 154 1 861/2 159 1 ' o ■ Cc) 89 1631/4 1 921/2 1691/2 1 95 173 3/4 1 ' o 0 10 981/2 180 1 101 184 1/4 1 104 189 1/4 1 ' o _ 0 107 194 3/4 1 110 199 3/4 1 C\I•l 1121/2 204 1 o _ 116 2101/4 1 1181/2 2141/2 1 0 1 0 j 0 5 122 220 3/4 MINIMUM REQUIRED ROOF OPENING MINI- MUM FRAMED OPENINGS ROOF PITCH "L" SERIES DOUBLEWALL CHIMNEY 0/12 17'X 17" 1 12 17"X17"1/8" 2/12 17"X17 "1 /4" 3 12 17"X17"1/2" 4/12 17" X 17" 3/4" 512 17 "X18 "1 /4" 6/12 17" X 18" 3/4" 7 12 17" X 19" 3/8" 8/12 17 "X20" 9 12 17" X 20" 5/8" 10/12 17 "X21 "3 /8" 1112 17 "X22 "1 /4" 12 12 17" X 23" FIGURE NTERL1Ni OF CHIMNEY JAL CENTERPOINT PLUMB LINE IMAGINARY CENTERPOINT FIGURE OUTER PIPE FLUE SUPPORT STRAPS FASTEN SECURELY FIRESTOP CHIMNEY SUPPORT SNAP LOCK CHIMNEY SUPPORT SECURELY TO LOWER PIPES BEFORE FASTENING SUPPORT STRAPS 14 TABLE 1 FIGURE 16 INSTALLATION OF FIRESTOP- SPACER AT ATTIC LEVEL INLET AIR PPE FLUE PIPE HEADER INSTALLATION OF FIRESTOP- SPACER AT FLOOR LEVELS INLET AIR PIPE CEILING JOIST FIRESTOP SPACER CHIMNEY SECTION FLUE PIPE FLOOR JOIST ktged #4 , F IRESTOP SPACER HEADER -CWMNE Y SECTION SB3O STRAIGHT RUN CHIMNEY SECTIONS CHIMNEY HEIGHT AND OFFSET CHARTS TABLE 2 CHIMNEY SECTIONS WITH ELBOW OFFSETS NOTE FOR STRAIGHT RUN CHIMNEYS: Chimney support required at 25' chimney height. NOTES FOR CHIMNEYS WITH ELBOW OFFSETS: The length of the inclined portion of the chimney between elbows must not exceed 6 feet when unsupported, or 20 feet if the chimney is supported at 6 foot intervals using either metal support straps or and LCS chimney support. The LCS chimney support when installed at a 30 degree angle will add 8" of rise and 4 -5/8" of offset to the chimney height calculations. 19 SB3C MODEL LCL CHIMNEY CAP FOR CHASE INSTALLATION The preinstalled chimney sections should be no more than 13 inches below the top of the chase. The installation should be planned so that either a two -foot or three -foot chimney section will be used for the top section. This is necessary to ensure complete engagement of the inlet air telescope and chimney cap into the top section. 1. Extend the chimney sections until the top of the chimney is not more than 13 inches below the top of the chase. 2. Center the hole in the chase cover over the chimney. The chase cover overhand should be lanced., formed over the chase and secured with nails. This prevents water from seeping under the chase cover. If two or more chase covers are to be used on the same chase, they should be soldered together to form two watertight seams, 3. Place the outer telescope inside the hole in the chase cover and lower it down into the mating pipe of the chimney until the support brackets on the telescope section rest on the flange of the chase cover. 4. Bend the tab with a hole on each bracket outward and secure cap to flashing, using the tabs provided. 5. Once the telescope is secured, place the rain shield over the top of the telescope with pipe assembly. The rain shield will be supported by the telescope brackets. CAUTION: Be careful around electrical wires to avoid the electrical shock hazard of contacting the wires with the metal chimney components. NOTE: When two fireplace chimneys are terminated above the same chase, the centers of the chimney caps should be at least 24 inches apart to help prevent smoke from a fireplace in use from being drawn down the chimney of a fireplace that is not in use. Additional spacing between caps or staggering the height of the caps will further lessen the likelihood of this occurring. 6. Place LCL cap assembly into position by aligning the flue telescope into the last section of flue pipe and lower it down until the 3 cap legs rest on the top edge of the outer telescope pipe. Secure legs of cap to the telescope with screws provided. 7. Check all parts of the chimney and chimney cap to assure that no parts have been damaged or bent during installa- tion and that all parts have been installed properly. NOTE: The metal used for the chimney and chimney cap has a rust - protective coating but the cut edges of the parts are not protected. To prevent rusting and rust staining of nearby structures, exposed parts of the chimney and chimney cap should be detergent - washed and painted with a galvanized primer paint. FIGURE 23 CHASE LCL CHIMNEY CAP DESIGN INCORPORATES LONGER DUCT AND FLUE PIPE FOR CHASE TYPE INSTALLATION. CHASE TOP FLAT FLASHING DOES NOT REQUIRE VENTING OR STANDOFF SPACERS AROUND PERIMETER -, 2" MIN. MAINTAIN 2" MINIMUM AIR SPACE CLEAR- ANCE TO COMBUSTIBLES ABOVE ROOF LINE. ROOF LINE NOTE: Locally built chase fleshings must incorporate a 13 min. to 13 -3 /4 max. x 2" high min. flanged hole for proper installation of the LCL Chimney Cap. USING TABS PROVIDED, SECURE OUTER TELESCOPE TO THE FLAT FLASHING ON LARGE CHASE TOPS IT IS RECOMMENDED THAT CROSS SUPPORTS BE USED TO PROVIDE ADDITIONAL SUPPORT TO ELIMINATE SAGGING OF THE FLAT FLASHING. 13" MAX. SPACE BETWEEN CHIMNEY 1 SECTION AND CHASE COVER. L OUTER TELESCOPE 1 I/2" MIN. OVERLAP 20 S83D 1. Refer to Figure 1 for an example of a typical installation of the fireplace components. 2. Be sure the location of the fireplace will provide the required clearances indicated by Figures 3, 6 & 7 and the mini- mum chimney air space clearance to combustibles of two inches. 3. Set the fireplace in the desired location and be sure it is securely supported and leveled. Check the face of the fire- place with a carpenter's level and if it is not plumb, correct it by placing shims under the edges of the fireplace. 4. Block in the fireplace to prevent any shifting of the firebox. Secure the fireplace with nails or screws through the flanges located on each side of the fireplace. Do not enclose the fireplace until the combustion air duct and chimney pipes are installed (See Figure 1). NOTE: Some local codes may require electrically grounding the fireplace and chimney. CHIMNEY INSTALLATION In order to assure safe and satisfactory performance of the fireplace, it is very important to properly install the chimney. This is an important part of the installation and the sections of this manual pertaining to chimney installation should be reviewed very thoroughly. For your safety, some of the important things to remember in regard to chimneys are listed below: 1. Use only parts and accessories labeled for use with this fireplace. 2. Use only undamaged parts and accessories. 3. Enclose the chimney where it passes through the living spaces to prevent contact with and possible damage to the chimney. FIGURE 13 FIREPLACE INSTALLATION 13 NOTE FLUE OUTLET SHOULD BE TWO FEET ABOVE ALL PORTIONS OF THE BUILDING WITHIN TEN FEET AS SHOWN IN THIS ILLUSTRATION. THE CHIMNEY MUST NOT EXTEND MORE THAN 90 INCHES ABOVE THE ROOF WITHOUT ADDITIONAL SUPPORT. 4 . Install firestop spacers at each ceiling level. 5. Install the proper chimney cap or chimney housing on the chimney to prevent the entry of rain and debris into the chim- ney and to assure the proper venting of smoke. 6. Do not use more than four elbows in the chimney. NOTE: To select the proper chimney height, refer to Figure 1. The flue outlet must be a minimum of three feet above the .iighest point where the chimney penetrates the roof and a minimum of two feet above all portions of the building within ten feet (See Figure 13). If the chimney is to include elbows to offset the chimney,refer to the next section of this manual. There must be at least two inches air space between all sections of the chimney and combustible materials between floors. S830 Outside Combustion Air Recommendations (Continued) 1. Extremely long runs and numerous turns in the duct leading from the fireplace to the combustion air assembly should be avoided. These conditions will increase the resistance to the free flow of air through the duct. Refer to figures 1, 25 and 26 for methods of installing the outside air for combustion assemblies. 2. The combustion air assembly should be located at an exterior location which is not likely to be accidentally blocked in any manner. The assembly should be located above the snow line to prevent blockage by snow accumulation. 3. The combustion air inlet assembly should never be mounted in a garage or storage area where combustible fumes such as gasoline might be drawn into the fireplace. 4. Combustion air can be drawn from the crawl space under a house when an adequate supply of air is provided by open ventilation. 5. Do not take combustion air from attic space or garage space. COMBUSTION AIR ASSEMBLY INSTALLATION PROCEDURE Model Ak -4 Combustion Air Assembly 1. Remove the cover plate from the 4 inch outlet opening location on the left outside of the fireplace. Do not remove the cover if the outside air will not be connected. 2. Place the insulation ring between the AK -4 starting collar and fireplace wall and place the starting collar (4 inch) into the hole on the left side of the fireplace. Fasten it in place with the four sheet metal screws provided (see Figure 24). 3. Cut a 6 inch diameter opening for model AK -4 in the outside wall covering where the outside vent is to be located (see Figure 27). 22 OUTSIDE AIR CONTROL - LEVER (LIFT TO OPEN, PULL DOWN TO CLOSE. FIGURE 30 INSTALLATION OF THE MODEL 003 DUCT CONNECTOR t, Push the insulation back approxlmate'y 2' Irom the end of each duct. 2. Slip each duct over the duct connector until an equal length of the connector extends info each duct. 3. Place a duct clamp over the end of each duct and tighten it down snugly. 4. Push the insulation back into place and ovor the duct clamp, DUCT -- � INSULA DUCT CONNECTOR DUCT CLAMP SB3D The ability of insulating material to retard the transfer of heat may be expressed as either Thermal conductance (C), Thermal Conductivity (K), or Thermal Resistance (R). The mathematical relationship of these values and the formulas for converting one value to another is as follows: C = K divided by the material thickness (Example C = .43 divided by 1/2 (.50) C =.86) K = C multiplied by the material thickness (Example K = .86 divided by 1/2 (.50) C =.43) R = The material thickness divided by K (Example R = 1/2 (.50) divided by .43 R =1/16) FIGURE 11 34" 22" CUT METAL SAFETY STRIP INTO (3) PIECES AND PLACE BETWEEN FIREPLACE AND COMBUSTIBLE FLOOR OR RAISED HEARTH With either type hearth extension minor shifting of the supporting floor or expansion and contraction may eventually cause a crack to develop between the hearth extension and the face of the fireplace. To help prevent the crack from developing, the hearth extension materials must be firmly fastened in place. Wall ties should be screwed to the face of the fireplace and imbedded in the mortar joints of brick, stone or other non - combustible materials. The metal safety strip packed with the fireplace must be placed beneath the fireplace and extend under the hearth extension or into a mortar joint of the hearth extension as shown by Figures 9 and 11. In the event a crack does eventually develop, the metal safety strip will serve as a barrier to prevent sparks or embers from falling from the fireplace onto combustible flooring materials. 11 INSPECTION OF FIREPLACE COMPONENTS 'Unpack and check the fireplace and chimney for damage. If any items have been damaged, report this to your Martin deal- er. Before beginning the installation, be sure you have the proper parts in sufficient quantity. Refer to figure 12 for proper identification of parts. DO NOT SUBSTITUTE PARTS. USE ONLY PARTS LISTED FOR USE WITH THE MARTIN MODEL SB3D FIREPLACE. SB3D MODEL NUMBER DESCRIPTION SB3D 44 Inch front opening fireplace. Includes wire firescreen, sealing flue damper and outside com- bustion air capability. When installed, outside combustion air can be connected to left side. See installation instructions for details. L48 4 -foot chimney section (11 -inch diameter flue/13" diameter outer pipe) L36 3 -foot chimney section (11 -inch diameter flue/13" diameter outer pipe) L18 1 1/2 -foot chimney section (11 -inch diameter flue/13" diameter outer pipe) L12 1 foot chimney section (11 -inch diameter flue/13" diameter outer pipe) LE30 One pair of 30- degree elbows. Maximum - -two pairs (4 elbows per chimney). LCS Chimney support (required when chimney height exceeds 30 feet). LC Round Chimney cap for contemporary installation. Includes storm collar. LCL Round telescoping chimney cap. For use with flat chase top terminations. 612 0 -16 pitch flashing for contemporary installation. 1212 6/12 -12/12 pitch flashing for contemporary installation. LF - FS - 2 17 -inch firestop spacer. One required at each ceiling or floor level. LF - FS - 30 Firestop spacer -- for 30 degree chimney incline through ceiling or floor. FP 4 -inch insulated combustion air duct -- 8 foot lengths. 403 4 -inch duct connector (for splicing FP -4 -U ducts). Includes two clamps. LCLF 3' x 7 Flat Chase Flashing. For use with LCL chimney cap. AK4 4 -inch outside combustion air assembly. SW3D Optional polished brass glass door kit. FIGURE 12 S830 FIREPLACE L48 L36 LIB _12 CHIMNEY SECTIONS S'W30 GLASS DOORS AK4 COMBUSTION AIR ASSY. 612 -1212 FLASHING 12 LCS CHIMNEY SUPPORT LF -FS -2 FIRESTOP SPACER LC CHIMNEY CAP L E 30 30' ELBOW SET LCL TELESCOPING CHIMNEY CAP FP -4 -U UNINSULATED PIPE LCLF FLAT FLASHING 36" X 72" (13 -1/2" DIA. HOLE) SB30 OUTSIDE COMBUSTION AIR PRECAUTIONS AND RECOMMENDATIONS NOTE: The use of outside air for combustion is optional unless required by building codes. It is only necessary to supply outside combustion air to one side of the fireplace. Use the model AK4 combustion air kit. FIGURE 25 A DUCT EXTENDED TO MISS JOIST TO OUTSIDE WALL FIREPLACE OUTER WRAP FIPEBOX INSULATION SEAL It It AK4 COMBUSTION AIR KIT (SHORTEST TOWARDS FIREBOX) AK4 MOUNTING PLATE SECOND FLOOR FIRESTOP SPACER h LI 11 1 1 TU41 , T1 u 1A I 1 11 111111111 1 H1 II I(I I INSTALLATION ABOVE BASEMENT OR CRAWL SPACE r FIGURE 24 WIRING GUTSCE All STARTING COLLAR TO FRIEKACE 11000ATO..AM ITV AR AI WIMOt AA !,ARUM cal*/ To Llr' AAA a rRrAACA .RN TOIL OMIT KM AVOW! AMAX° ■pt! 14 PASTAS COLL*/ A•TAAOS TrA1O01 T4 OWLS r1.AALAcK AACIA[T we ALL SAL AAA.OT IN tYRAOA AILLL Antes AACJOO AS MdUTA. ATAP A xcune OI TMDA AO MGT TO AT*/,Ag CALAN .IT. DUCT CLAAP O. ACK'/! FIGURE 26 MAX. TERMINATION CAP ��I�r;l;,';j FIRESTOP SPACER INLET GRILLE IN SOFFIT (OVERHANG) 11111111110 1 CONCRETE SLAB INSTALLATION (OPTIONAL OUTSIDE AIR RUNS) CAUTION'. DO NOT TAKE COMBUSTION AIR FROM ATTIC SPACE OR GARAGI 21 S930 FIGURE 30 Zfi u'• T.REPL eC E . RE BC. Ga5 LINE PLUUB(NS 0E'e.t OUTER r wRaP INNER T,REPL ACE *RAP 500 BR C. IR SPACE TO C0u BUs9BLES 05 0E5 E0 CN 5�DE50E SIRE PL PCE IL 5 +E j LCOPif , 4,N u L A B, ES •6R l C 1 NE ZC . ACA 75 RL PL ,A CC 9 r ..[AR-n BR�CA // \ ' . - CC.u0U5 BLE u.•E. 405 ue. BE LOC.'CO a' 5CA0 C. E.R.N:E '.0 LAS L,NC BE•ONO A r, „4 ArC( •00050 '00 CAUTION: WHEN USING A GAS APPLI- / \\`' ANCE, THE FIREPLACE DAMPER MUST LI E ACCESS BE POV PNC c BE SET IN THE FULLY OPEN POSITION. ".- EACK REFRACTORY -- - SIDE REFRACTORY BRICK BRICK �l ! ANOCKDoT Installation of Gas Appliance in the Fireplace (continued) 3. Remove the two screws that hold the cover plates on the jacked discard the cover plate. 4. Use a screwdriver or similar tool to push the loose insulation out of the tube between the firebox and the outer jacket of the fireplace. 5. Install the gas pipe through the tube between the firebox and jacket. 6. Attach the gas appliance to the gas pipe according to the appliance makers instructions. 7. Pack the insulation removed in step 4 around the pipe to prevent air flowing through the tube either into or out of the firebox. 8. Be sure the gas is turned off at the appliance, then turn the gas on at the cutoff valve and test the gas line connec- tions for Teaks with soapy water solution or a liquid leak detector. DO NOT USE A MATCH OR OTHER FLAME SOURCE TO CHECK FOR GAS LEAKS. If a gas leak is detected, turn the gas off immediately and fix the leak. 9. Proceed with testing the appliance for leaks and adjusting it as required by the manufacturers instructions. APPLYING DECORATIVE TRIM TO THE FIREPLACE DO NOT ALLOW THE TRIM MATERIALS TO EXTEND CLOSER THAN 3/8 INCH TO THE VERTICAL EDGES OF THE FIREBOX OPENING IF YOU PLAN TO EQUIP THE FIREPLACE WITH GLASS DOORS. The face of your fireplace may be left exposed or trimmed with nay noncombustible material such as brick, stone or mar- ble. If a trim is installed, be sure it is fastened snugly to the face of the fireplace. A crack between the material and the face of the fireplace could pose a fire hazard and impair the proper operation of the fireplace (see Figure 31). Blocking the fire- place with framing and attaching the base to the supporting floor will further reduce the possibility of such a crack devel- oping. Wall ties should be fastened to the face of the fireplace with sheet metal screws and placed in the mortar joints of mason- ry trim. Combustible materials must not be installed below the top spacers of the fireplace or overlap the sides of the fireplace face. Seal the face of the fireplace to the surrounding wall with non - combustible caulk or trim materials to prevent cold air leak- age around the fireplace. The trim should not block or restrict in any way the flow of air into the air inlet or warm air outlet louvers in the face of the fireplace (see Figures 31 and 32). Be sure to provide the required floor protection as described in a preceding section of this manual. FIGURE 6 FIGURE 8 SINGLE STORY INSTALLATION WITH ATTIC SPACE 12' - 2' FLLE EVTLET HEIGHT F_CCR 4(1,E PREFERRED LOCATION POOR LOCATION FIGURE 7 MULTIPLE STORY INSTALLATION WITH ATTIC SPACE ALI.E a\1 L ET .04041 LC CHIuNEY CAP A1TIC SPACE 11 500APE CPE.N(NO IN J015T F I PEST OP SPACER LF -AS -2 (2' AIR SPACE CLEARANCE TO COU0405(0LE5) SERIES CI IIU5EY CO4PONE.vTS 000 00. . •Y00 TO CCU0L6TI L C CAP 5EC0.0 fLC0R AREA Ari 511 n HEt' +NT 64 1i. 51CR* COL' - AR ALASNI.O (412 CA IZIZ) THIPD 1L0LR APE,. 5105T FL CLR AREA 3 5 5 , L 4 . CA Z' AOC'.E PDIM r THIN ID' 0:1,0 SPACE 5X CYE- E 1540 1 515E • I T SCVORE CPEN'r6 I N AISL f;RES•CP SPACER 4 -2 (Z• AIR SPACE 4444545.4E TO C0*CUSTIC0ESI 0 CC *OuSlL.LES E I > 50u4RE CPEN1A4 IN •0,sT 510(510* SP.CER 4 -Z I2' AIR SPACE C E..R..CE 10 Cu0L511p1E5) IT• SOUnRE 000-Iti N A151 FIRESTOP SPACER L'.r5 -2 Ia• n R SPACE C.Ew.*Ct TO CCS6L5710LES1 FLOOR PROTECTION If this fireplace is installed on a combustible floor, the floor area in front of the fireplace opening must be protected by an insulating noncombustible hearth extension. This hearth extension may be either minimum 6- inch -thick stone or brick as shown in figure 9, or made locally using an insulation board such as Micore CV230 or an equivalent with a K Factor of .43 (figure 11). The insulation board should be covered with a piece of sheet metal such as .018 galvanized before tile or other coverings are applied. FIGURE 9 ALTERNATE BRICK OR STONE HEARTH EXTENSIONS FOR USE WITH THE SB3D FIREPLACE. I O MA)C . 12 - M. I ► i I I ° v5 ALL OR 1 is '_ 56 1 ♦ art07 S A S SAFETY STRIP REQUIRED WHEN UNIT 1S PLACED ON COMBUSTIBLE FLOOR OR PLATFORM. CHIKNEY TO EXTEND T U ROOF TO TERMINATION I -€ARTH BRICK OR STONE HEARTH EXTENSION WITHOUT I NSIJ ..AT I ON BOARD MUST BE A MINIMUM OF 6 THICK. 5 MIN. TO COMBUSTIBLE SIDE WALL w1THOUT WS WALL SHIELD OR EQUIVALENT. Note: A hearth extension placed on a combustible floor must be constructed with rigid insulation which has a minimum "R" value of 1.16 or a "K" value of .86. The insulation must be covered with a non - combustible covering such as tile, stone, marble, or a piece of .018 minimum sheet metal which is needed to protect the insulation. Follow instructions provided with the fireplace for all other specifications and directions for proper installation of the fireplace and hearth extension. 10 S830 Combustion Air Assembly Installation (Continued) 4. Select and cut a piece of duct sufficient length to attach to the fireplace and protrude at least three inches beyond the face of the wall to which the AK -4 inlet air vent will be attached. The duct may be cut with a standard pocket knife (use Martin Fp -4 -U duct for maximum efficiency and safety). Do not use a combustible duct. Always use UL Listed class 0 or 1 duct material. 5. If the duct is the insulated type, push the insulation back from one end of the duct approximately two inches (see Figure 29). 6. Slip the exposed end of the duct over the starting collar on the fireplace. 7. Using the sheet metal screws provided, secure the duct end to the collar attached to the fireplace. 8. Nail or screw the combustion air assembly to the surface of the wall. NOTE: If the wall covering is brick or stone, use appropriate masonry fasteners. Mount the combustion air assembly with "TOP" upward to prevent rain from entering through the wall. Be sure the 6" diameter opening around the air duct is sealed with insulation material to prevent cold air from entering through the wall. If it is necessary to spice the duct, a model 403 duct connector should be installed as described by Figure 29. INSTALLATION OF GAS APPLIANCE IN THE FIREPLACE WARNING: Improper installation of operation of a gas appliance in this fireplace can allow unburned gas to leak out which will cause a fire or explosion hazard, or the release of poisonous carbon monoxide into the dwelling which can cause seri- ous injury or death to its inhabitants. To reduce these risks to a minimum, the following important notices and instructions should be read and followed carefully. IMPORTANT NOTICES: 1. The provision for a gas line is only intended for connection to a decorative gas appliance which has an automatic shut- off device and complies with the Standard for Decorative Gas Appliances for Installation in Vented Fireplaces, ANSI 21.60. If a decorative gas appliance is installed, it should be installed in accordance with the National Fuel Gas Code, ANSI 223.1. CAUTION: "WHEN USING THE DECORATIVE GAS APPLIANCE, THE FIREPLACE DAMPER SHOULD BE SET IN THE FULLY OPEN POSITION. THE INSTALLATION OF AN UNVENTED GAS APPLIANCE (BLUE FLAME) MAY BE INSTALLED WHICH INCORPORATES AN AUTOMATIC SHUTOFF DEVICE, AND COMPLIES WITH THE NATIONAL FUEL GAS CODE Z223.1, LATEST EDITION. CAUTION: IF AN UNVENTED GAS APPLIANCE IS INSTALLED IN THIS FIREPLACE, THE GAS APPLIANCE MUST ONLY BE OPERATED WITH THE FIREPLACE GLASS DOORS FULLY OPEN (IF INCLUDED). THE INSTALLER OF THE FIREPLACE AND GAS APPLIANCE MUST DESCRIBE THE OPERATION OF THE FIRE- PLACE AND APPLIANCE TO THE PEOPLE WHO WILL BE OPERATING THEM AND LEAVE ALL INSTRUCTION MAN- UALS WITH THE OPERATOR OF THE APPLIANCES. 2. An approved gas shut off valve must be located outside the fireplace in an area accessible to the users of the fire- place. 3. All gas piping and fittings must be either steel or malleable iron. 4. Some code authorities prohibit or place restrictions on the use of gas appliances in fireplaces. Check with local code authorities before proceeding with the installation. 5. The gas appliance and all connecting gas piping should only be installed by a licensed gas appliance installer. See figure 30 for the gas line opening dimensions on the fireplace. 6. The installer should advise the persons who will use the appliance to set the fireplace damper in the full open position when the appliance is in use. The following instructions only apply to passing the gas Tine through the fireplace wall. Follow the instructions provided by the appliance to the gas line, testing and adjusting it. 1. Locate the recessed area in the side refractory panel as shown by Figure 30. 2. Tap out a round hole in the brick liner with a hammer by tapping lightly on the recessed area. 23 SB3D OPERATION OF THE FIREPLACE WARNING: IF A DECORATIVE GAS APPLIANCE IS USED IN THE FIREPLACE THE FIREPLACE DAMPER MUST BE SET IN THE FULLY OPEN POSITION. (See additional operation information in section titled "How the Fireplace Operates ".) ADVANTAGES OF A WOOD BURNING FIREPLACE In times of emergency, when power lines are down or deliveries of fossil fuel is disrupted, your fireplace can be used for cooking. Wood has a low ash content. And the little ash that remains after buming is useful in home gardening as a fertil- izer and soil conditioner. These are the practical, ecological advantages of wood as a fuel. Also to be considered is the aesthetic appeal. Most of us consider a wood fire with nostalgia. We enjoy the aroma, and find the flickering light of a cozy hearth conductive to a happy remembrance of things past. WHICH WOODS ARE BEST? Each wood species offers something different in aroma or heat value, and you should consider your needs and desires before building your fire. Softwoods, like pine, spruce, and fir are easy to ignite because they are resinous. However, a fire built entirely of soft- woods burns out quickly and requires frequent replenishment. While a softwood fire is not too desirable for a long evening, it's fine in the morning when you want quick warmth, or late in the evening when you want a fire that will burn out before you go to bed. On occasion when a longer fire is desired, it's best to combine softwoods with the heavier hardwoods such as ash, beech, birch, maple, oak, and hickory. These hardwood species bum less rapidly, with shorter flames, and produce steady, glow- ing coals. For the most pleasing aroma, you'll want to bum the aroma of fruit trees such as apple and cherry, or nut trees such as beech, hickory and pecan. Such wood is generally more expensive, but a little combined with other wood, goes a long way. Start your fire with a mixture of softwood and hardwood, then add some fruit or nut wood for nostalgic aroma. Since most woods will not burn well when freshly cut, the wood you purchase should be reasonably dry. The sizes you buy are dictated by the size of your fireplace. Purchase logs that will fit when laid across your grate, and ask that the larg- er, heavier logs be split. Kindling should be sort, easily -split lengths of softwood, lumber yard or mill scraps, or twigs and branches gathered from your yard. HOW TO BUILD A BETTER FIRE The first three fires should be of moderate size to allow the fireplace to adjust and the bricks to cure before being sub- jected to larger fires. First, make sure your room is well ventilated, your damper open and the flue is unobstructed. Then make sure your wood is dry and seasoned. Unseasoned wood burns poorly and coupled with poor ventilation or an obstructed chimney, leads to smoking problems. If your fireplace is equipped with an outside combustion air assembly, open the combustion air inlet by pushing upward on the lever located above the firebrick on the left side of the firebox. NEVER USE GASOLINE, GASOLINE -TYPE LANTERN FUEL, KEROSENE, CHARCOAL LIGHTER FLUID, OR SIMILAR LIQUIDS TO START OR `FRESHEN -UP' A FIRE IN THIS FIREPLACE. KEEP ALL SUCH LIQUIDS WELL AWAY FROM THE FIREPLACE WHILE IT IS IN USE. USE OF THESE FUEL CAN CAUSE A SERIOUS EXPLOSION. Begin laying your fire by placing two logs on the iron grate or firebasket, and laying the tinder between them. Tinder may be dry scrap paper, twigs, or dry bark. Place above this a small handful of twigs or split softwood kindling. Then place more dry logs over this base. Keep logs close together, since narrow air spaces between them promote better drafts, and heat reflected between adjacent surfacers aids in raising and maintaining combustion temperatures. You'll need a minimum of three logs, preferably four, to make a good fire. Add kindling and new logs as needed to rekin- dle a dying fire. New logs should be added at the rear grate after raking the coals toward the front. DO NOT OVERFIRE THE FIREPLACE. Overfire conditions may be created by large amounts of kindling, building scraps, or other improper fuels. Ashes, important because they form a bed of glowing coals, should only be left to accumulate within an inch or two of the bottom of the grate. Excess ashes can be used to check a flaming fire; or to "bank" your fire, cover the logs with ashes. A "banked" fire will hold glowing coals for 8 -10 hours, thereby saving a morning fire for evening use, or vice versa. 26 5830 FIGURE 2 OUTSIDE AIR OPENING GAS LINE N OPENING SB3D FIREPLACE LEFT SIDE VIEW 22 11" 1.0. FLUE 13" 0.0. OUTER PIPE TOP VIEW 16 FRONT VIEW 24 -.-, \ l 13e I8i (MIN. CLEARANCE TO COMBUSTIBLES) CAUTION: Do not install fireplace over carpeting. This fireplace does not weigh more than large pieces of furniture and can normally be located near a load bearing wall without requiring additional foundations or supports. If however, the fireplace is to be trimmed with a heavy stone or brick facing and hearth extension, be sure the supporting structure is adequate. Figure 3 provide dimensional details of the fireplace, required spacing to combustible walls, and some suggested fireplace locations. When selecting a location, choose one that is away from frequently opened doors, central heat outlets or returns, or other places where air movements may disturb the air flow around the fireplace. Air turbulence near the fireplace may cause smoke to spill out of the fireplace opening. FIGURE 3 COMOUST1D.E PERPENDICULAR SIG€ *ALL YAY BE INSTALLED 3' YIN. FROm SIDE Of FIREPLACE I5' FROM SCREEN POCKET) OPTIONAL WALL LOCATIONS ' SHIELD 116' 036' YIN.) I f PERPENDICULAR SIX WALL 15 CONSTRt.CTED CLOSER THAN 3' TO 510E Of FIREPLACE. SELECTING A LOCATION 7 S830 O SLt Mltl PANEL SLPARAnoH FROM OIASS SCOLD. GLASS OR DOOR -- - v 1 "x x0.0SS'OR x 4'x0.055 "ALUM. TUBE OR Y at 6' OR Y x 6' P.T. 4000 &LOCKING SCALE : 3' a 1' -0" THRtt 1/6'1 WOcC LAG SCREWS W/ 2 -1 /6' Mel EMBER • 26' O.C. MAX. CONT. 6' x .250" ALUM, PLATTE OVU! W000 HEMMERS 1 ® CONT. (DCONT. FOR W000 BLOCKING USE 1/6 - • S.S. LAG SCREW W/ 1 -1/2' PENETRATION INTO W0006LOCxM3•1Y0.C. FOR ALUM. TUBES USE 1/4'0 SS. LAO SCREW W/ 1-1/2' PENETRATION INTO CENTER OP STUDS LOCATED • 26 0•C. MAX, & ONE 1/ 4'• THRU BOLT W/ ACCESS MOLE • MIDWAY BETWEEN STUDS• TWO -1/6'• S.S. LAG SCREW • 24" O.C. MAX. W/ 1-3/6' PENETRATION IN CENTER OP STUOS THIS DETAIL MAY 6t USED AT TOP OR BOTTOM OP PANICS. NOTE USE OP T)03 DETAIL IS LM1TE0 TO • 72 PSP. WALL MOUNT SECTION (BOTTOM) W000 ROOF TRUSS OR FRAMING MEMBER 014 SM1S BETWEEN TRUSSES • 26' 0.C. SOFFIT CONNECTION DETAIL © SCALE 3" r -o" STUCCO P10SM OR PLYW000 SOFFIT 1/6" MAX. EXTSTWO CONCRETE, HOLLOW BLOCX, OR 4000 FRAMING (SEE ANCHOR SCHEDULE BASCO ON TYPE f OP STRUCTURE) GLASS OR 0008 SEE MIN. SEPARATION FROM GLASS SCHEO. 014SM5•12 "0.C. BETWEEN TRUSSES •26' • 1 W 0I WI / E1yBE0. _ (TYP.) THREE 1/6'• W000 LAG SCREWS W/ 2 -1/6' MIN. Et1610. • 26' 0.C. MAX. PtACE ONE FASTENER THRU MEAGER Y x6'ORrx6 O62 CONT. ALUM. TU•E (6063 -T6) SCALE : 3" - 1' -0" SCALE : 3' • t' -0' — FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONMCTION 'TYPE 1' (USE RE:NOVAKLE ANCHORS FOR ONPECT MOUNT ONLY • 6' OR TY O.C., BUT 00 NOT EXCUO SCHEDULED SPACING. (TYP. TOP & 60TTOr1) EXISTING CONCRETE. HOLLOW BIOCX, OR W000 FRAMING 1St! ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) ® WALL MOUNT SECTION (DIRECT MOUNT) SPLICE DETAJL FOR BAY WINDOW APPLICATIONS SCALE : 1 - 1/2' • 0 (MAX. DESIGN LOAD . 56 P.S.P i j O .W w 2' x S' x Ut' ALUM. PLATO (6063 -16) INSIDE EACH SIDE. FASTEN W/ 6 0 12 SM1S OR 3/16'0 POP RIVETS EACH SIOEAS SHOWN • ro.C. Y x 6' ALUM. TUBE W000 ROOF TRUSS OR FRAMsMG MEMBER STUCCO FINISH OR PLYW000 SOFFIT ACCESS HOLE (TYP) 0 CONT. ALT. SOFFIT CONNECTION DETAIL 1/6" MAX EH 4t0 (TYPii — EXISTIN4 CONCRITE, HOlL04 KOCx. OR MOOD FIA$1A (SEE ANC }10ft SCHEDULE SASEo ON TYPE 0P STRUETURO FASTENER, SEE ANCHOR SCHEDULE REF ERENCE C ON+ECT10N 'TYRE r O7 OR © CONT. t /6 -20 MACHINE DOLT 6.W NOWT •12'0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 106' ANO 0 6 O.C. FOR PANEL LENGTHS GREATER THAN 106'. 0 SEE MK SEPARATION FROM GLASS SCHEDULE MOTE; THIS DETAIL MAY MUSED AT TOP OR BOTTOM OP PANELS. WALL MOUNT DETAIL © SCALE : 3' • 1' -0" J 2 4 0. X 4 4 - 6 W N J W 4 r • 00 N Z W A W N w ©CONT. CON T. MOOD FRATtNG REOU•ttO FAS TENER, SEE ANCHOR SCHEOULE REFERENCE CONNECTION 'TYPE 3' SOFFIT CONNECTION DETAIL ® SCALE : 3" • 1' - 0' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . 1 0 A - 0 19 BY PRODUCT CO ROL DIV!S'CN BUILDING CODE COMPL'AI`CE OFFICE ACCEPTANCE NO.-1S \'o • - 112' PLYW000 1/6' MAX. ( n a (drawn by l M C ! L _ I } Ai MOTEO da WW1 DI l C CCk SCI . VA( VAC 98-110 aMat 3 of t 06/22/4 a Survey the planned location for the fireplace for overhead plumbing or electrical wires, etc., that might complicate the instal- lation or endanger persons installing or cleaning the chimney. Avoid a location where the chimney cap will be near abrupt changes in the roof shape, nearby walls or embankments, under or near trees or above the roof of a single story wing c a two story building as shown by figure S. All these conditions can cause turbulence or pressure conditions that can causb poor chimney draft and spillage from the fireplace opening. Elbows may be used to offset the chimney to avoid obstruc- tions or to locate the chimney cap in a preferred location. Refer to the sections of this manual pertaining to chimney off- sets for instructions on proper elbow use. Poor installation or location of the chimney cap and/or components can cause wind blown rain to enter the chimney. Be sure the selected location will allow a 1 T' square combustible material -free space for the chimney to pass through. If the chimney is to pass through living or storage spaces, be sure there is adequate space to enclose the chimney to avoid personal contact with, or damage to, the chimney. If the fireplace is to be installed on an outside wall, the surrounding walls (chase) should be constructed and insulated as shown by Figure 5. Failure to insulate the fireplace from outside temperatures will cause heat loss through and around the fireplace. FIGURE 5 SEE NOTES FIRESTOP SPACER NOTES: 1) Model LF -FS -2 firestop spacer must be used. 2) Local codes may not require firestopping at the ceiling level for chase installations but it is recom- mended for safety and reducing heat loss. 3) Do not insulate the chase with blown or fill type insulation should only contact the fireplace at points where the fireplace would normally be contacted by framing materials. JOIST INSULATE SAME AS CEILING LCL TELESCOPING CHIMNEY CAP LCLF FLAT CHASE TOP FLASHING _CHIMNEY SECTIONS "L" SERIES INSULATE OUTSIDE •WALLS OF CHASE SOLID CONTINUOUS SURFACE INSULATION (THERMAL BARRIER) OUTSIDE BASE SB3D INSTALLATION OF NON - COMBUSTIBLE FACING MATERIALS TO THE FRONT FACE OF THE FIREPLACE FIGURE 31 I O 11 2" MINIMUM AIR SPACE CLEARANCE TO CHIMNEY COMOUSTIBLE MATERIALS ALLOWED ABOVE THE TOP FRAMING SPACERS. NON- COMBUSTIBLE MATERIAL REQUIRED BELOW THE TOP FRAMING SPACERS. FINISH IF DESIRED wITH BRICK, STONE, TILE, MARBLE, ET:. LOCALLY BUILT LINTEL MAY BE SECURED TO FIREPLACE FACE AS NEEDED. THE SPACE BETWEEN THE FACE OF THE FIREPLACE AND THE NON- COMBUSTIBLE FACING MATERIAL MUST BE SEALED. .IMPORTANT. SCREEN COVER - DO NOT PLACE FINISHING MATERIALS OVER THE SCREEN COVER. THE SCREEN COVER MUST BE ABLE TO BE REMOVED IF GLASS DOORS ARE TO BE INSTALLED AT ANY FUTURE TIME. NON- COUOUSTIDLE FINISH MATERIALS INSULATION BOARD - EOUIVALENT TO MICORE Cv2S0 1/2" THICK 1/2" AIR SPACE RECOMMENDED TYPICAL RAISED HEARTH "2" SHAPED METAL SAFETY STRIP (MADE LOCALLY) MICCRE Cv210 IS A PRODUCT BY UNITED STATES GYPSUM FIGURE 32 2" MINIMUM AIR SPACE CLEARANCE TO CHIMNEY COMBUSTIBLE MATERIALS ALLOWED ABOVE THE TOP FRAMING SPACERS. NON- COMBUSTIBLE MATERIAL REQUIRED BELOW THE TOP FRAMING SPACERS. METAL SAFETY STRIP CD MICORE CV230 IS A PRODUCT BY UNITED STATES GYPSUM *IMPORTANT* SCREEN COVER - DO NOT PLACE FINISHING MATERIALS OVER THE SCREEN COVER. THE SCREEN COVER MUST BE ABLE TO BE REMOVED IF GLASS DOORS ARE TO BE INSTALLED AT ANY FUTURE TIME. NON- COMBUSTIBLE FINISH MATERIALS INSULATION M I COREC30 D 1/2" ET LENT TO THICK GLASS DOOR INSTALLATION This fireplace has been tested and listed for use with Martin Model SW3D glass doors. These glass doors are sold as optional equipment. For installation of the Model SW3D glass doors, see the instructions provided with the doors. 25 SO3D Fireplace and Chimney Maintenance (Continued) The chimney cap can be removed for inspection, maintenance and cleaning by removing three screws from the suppor legs and lifting upward. When the fireplace is first placed in use, inspect the chimney frequently and clean the chimney any time an accumulation is observed on the flue walls. The frequency of these inspections can be increased or reduced appropriately after a pat - tem of accumulation has been established. Please note, however, that changes in the outside environmental conditions such as temperature and humidity or changes in the operation of the fireplace can lead to rapid buildup of soot and/or cre- osote. To clean the chimney, obtain the services of a qualified and reputable chimney sweep, or remove the accumulation with brushes on wooden or fiberglass poles. Do not use metal pipes, chains, wires, etc., to clean the chimney because such items can scratch the surface of the stainless steel flue which can shorten the life of the flue and provide a rough surface for soot particles to attach to. Be sure to cover nearby furnishings and arrange some method of catching soot and creosote particles that may fall dur- ing the chimney cleaning process. If glass doors are installed on the fireplace, they should be closed. Extra caution must be used to avoid damage to the flue damper during the cleaning process. In addition to checking and cleaning the chimney on a regular basis, be sure to inspect the chimney before starting a fire at the beginning of each heating season. Make sure the chimney is clear from any accumulation of soot, creosote or any other debris, and that all joints are intact. Martin Industries does not recommend chemical cleaners because some may contain elements that corrode the metal parts of the chimney or fireplace. FIREPLACE MAINTENANCE: At the end of each heating season or when the fireplace will not be in use for an extended time, the ashes should be removed and the hearth area should be swept as clean as is practical. The slow absorption of moisture in to the ashes over a long period of time could cause a condition which would be corrosive to the metal fireplace parts. At the beginning of each heating season, always operate the flue damper and make sure it has not become stuck from soot, creosote, etc., during the period of inactivity. Keep the lower and upper grille panels clean and free from dirt and lint accumulation at all times to get the maximum effi- ciency from your fireplace. As you use the fireplace, expansion and contraction will cause minor cracking of the hearth, back, and side refractory mate- rials. This is normal and unavoidable. If the cracks become large enough or parts dislodge and the metal behind the refrac- tory is exposed, the refractory panels should be replaced with new panels that can be obtained from your Martin fireplace dealer. GLASS DOOR MAINTENANCE For glass door maintenance, see the instructions provided with the glass doors. 28 Se 3D 5 6 0 W J U S83D WOOD VS. FOSSIL FUELS Compared to fossil fuels, a full cord of dry hickory weighs about two tons and is approximately equal in heating value to a on of hard coal. On a pound for pound basis, heavy hardwoods have about haif the heating value of coal. The following tabulation shows the relative densities and heat values of a variety of dry woods. Those toward the top of the list burn longer. Those toward the bottom ignite and bum quicker; therefore, the best fire is a combination of both light and heavy woods. SPECIES DENSITY Dogwood .70 - .79 Hickory .70 - .74 Oak .60 - .73 Black Locust .69 - .70 Beech .64 - .66 Hard Maple .58 - .65 Birch .55 - .64 Apple .58 - .62 DO NOT LEAVE CHILDREN OR PHYSICALLY OR MENTALLY HANDICAPPED, OR SENILE PERSONS ALONE WITH A BURNING FIREPLACE. HEAT VALUE SPECIES DENSITY 100 - 107 Ash .57 - .61 100 Southern Pine .51 - .60 86 - 99 Elm .50 - .59 95 - 98 Cherry .50 - .52 89 - 91 Douglas Fir .45 - .51 83 - 88 Spruce .41 - .44 79 - 86 Redwood .33 - .40 83 - 84 White Pine .35 - .37 FIREPLACE AND CHIMNEY MAINTENANCE 27 HEAT VALUE 81 - 82 73 -81 71 - 80 70 64 -69 59 47 -54 50 A FEW WORDS OF CAUTION Beware of burning certain materials in your fireplace. Among these are plastics, poison ivy twigs and sterns, and chemi- cally treated woods such as discarded poles and railroad ties. These not only create air pollution, but can induce extreme irritation for some individuals. Use hemlock, spruce, juniper and other resinous woods with caution. They contain moisture pockets which, upon heating, "pop" with considerable vigor. Always use a firescreen. And always `bank" a fire, at least push all unburned fuel to the rear of the grate before leaving a fire unattended. Do not use this fireplace as an incinerator. Because the termination of the chimney above the roof is exposed to wind and cold and the pressure changes these and other environmental conditions may cause, a sufficient chimney draft may be hard to establish at times. At other times the draft may be sufficiently disrupted to cause smoke to spill from the fireplace opening. If problems with chimney draft occur, help start a chimney draft before you build a fire by holding a piece of burning paper near the flue opening at the top of the firebox to preheat the chimney. If smoke spills from the fireplace opening after the fire is burning, open a window on the up wind side of the house that is fa enough away from the fireplace that the wind will not blow across the fireplace open- ing, push the burning wood as near the back of the fireplace as possible, and if the fireplace is equipped with glass doors, close them. FUEL STORAGE Wood can be dried sufficiently for buming within a few weeks if protected from rain in a low humidity area. It is far better to cut wood and allow it to dry for a year. In all cases, the wood, the more usable heat produced by the fire and less like- ly rapid accumulation of soot and creosote within the chimney is to occur. See the section of this manual concerning chim- ney maintenance for information concerning the hazards of soot and creosote accumulation. Small quantities of wood required for fire tending must be kept at least 30 inches from the fireplace. DISPOSAL OF ASHES Ashes should be placed in a metal container with a tight fitting lid. The closed container of ashes should be placed on a nmbustoible floor or on the ground well away from all combustible materials pending final disposal. If the ashes are dis- posed of by burial in soil or otherwise locally dispersed, they should be retained in the closed container until all cinders have thoroughly cooled. Ashes should never be placed in a container with combustible materials. CHIMNEY MAINTENANCE: Creosote, Formation and Need for Removal When wood is burned slowly, it produces tar and other organic vapors, which combine with expelled moisture to form cre- osote. The creosote vapors condense in the relatively cool chimney flue of a slow- burning fire. As a result, creosote residue accumulates on the flue lining. When ignited, this creosote makes an extremely hot fire. The chimney should be inspected at least twice a year during the heating season to determine if a creosote buildup has occurred. If creosote has accumulated it should be removed to reduce the risk of a chimney fire. S830 CONTENTS IMPORTANT INFORMATION 2 INTENDED PRODUCT USAGE 3 IMPROPER INSTALLATION 3 HOW THIS FIREPLACE OPERATES 3 BUILDING CODES & SAFETY REQUIREMENTS 4 SELECTING A LOCATION 7 FLOOR PROTECTION 10 INSPECTION OF FIREPLACE COMPONENTS 11 FIREPLACE INSTALLATION 13 CHIMNEY INSTALLATION 13 CHIMNEY OFFSET INSTALLATION 15 Elbow Installation 15 Offset Installation Sequence 17 CHIMNEY CAP INSTALLATION 18 Model LCL Chimney Cap 18 CHIMNEY HEIGHTS AND OFFSET CHARTS 19 MODEL LCL CHIMNEY CAP FOR CHASE INSTALLATION 20 OUTSIDE COMBUSTION AIR PRECAUTIONS & RECOMMENDATIONS 21 COMBUSTION AIR ASSEMBLY INSTALLATION PROCEDURE 22 Model AK4 Combustion Air Assembly 22 INSTALLATION OF GAS APPLIANCE IN THE FIREPLACE 23 MAINTENANCE OF THE APPLIANCE 24 APPLYING DECORATIVE TRIM TO THE FIREPLACE 24 GLASS DOOR INSTALLATION 25 OPERATION OF THE FIREPLACE 28 Wood vs. Fossil Fuels 27 A Few Words of Caution 27 Fuel Storage 27 Disposal of Ashes 27 FIREPLACE & CHIMNEY MAINTENANCE 27 Chimney Maintenance: Creosote, Formation and Need for Removal.. 27 Fireplace Maintenance 28 GLASS DOOR MAINTENANCE 28 CHECKLIST OF DO'S AND DONT'S 30 IMPORTANT INFORMATION THESE FIREPLACE MODELS ARE LISTED BY UNDERWRITERS LABORATORIES, INC. TO U.L. 127 - STANDARD FOR FACTORY -BUILT FIREPLACES. THE DESIGN OF THIS FIREPLACE AND THESE INSTRUCTIONS COMPLIED WITH APPLICABLE SAFETY STANDARDS FOR A FACTORY BUILT FIREPLACE IN EFFECT AT THE TIME THE FIRE- PLACE WAS MANUFACTURED. YOU SHOULD BE AWARE, HOWEVER, THAT FAILURE TO INSTALL, OPERATE, AND MAINTAIN THIS OR ANY OTHER FACTORY BUILT FIREPLACE PROPERLY CAN RESULT IN A HOUSE FIRE OR OTHER OCCURRENCES THAT COULD CAUSE DEATHS, INJURIES, AND PROPERTY DAMAGES. IT IS VERY IMPORTANT THAT THE PERSONS INSTALLING AND /OR SUPERVISING THE INSTALLATION OF THIS FIREPLACE HAVE APPROPRIATE SKILLS IN USING THE TOOLS AND TECHNIQUES REQUIRED; AND READING AND COM- PREHENSION SKILLS SUFFICIENT TO READ AND FOLLOW THESE INSTRUCTIONS, THESE INSTRUCTIONS CON- TAIN WARNINGS, CAUTIONS, AND NOTES TO EMPHASIZE IMPORTANT SAFETY INFORMATION. TO ASSURE THAT SAFE AND SATISFACTORY SERVICE IS RECEIVED FROM THIS FIREPLACE, P;EASE READ THE FOLLOW- ING SPECIAL NOTICES AND ALL THE CONTENTS OF THIS MANUAL. 1. Read these instructions entirely before beginning any part of the installation. Save these instructions for any future repairs. 2. Use these instructions as a guide during the installation of the fireplace. 3. Be sure these instructions become the property of and are reviewed by all future users of this fireplace to encourage proper operation and maintenance. 4. All the parts used with this fireplace system must be installed in accordance with these installation instructions. Failure to do so may be hazardous and will void the warranty. 5. This fireplace and accessories should not be altered in any way that is not specifically recommended in this manual. 6. Refer too your local building code for local requirements pertaining to the installation of factory-built fireplaces. Martin fireplaces are intended for installation and use according to standard NFPA No. 211 of the National Fire Protection Association . 7. This fireplace must not be installed with a masonry flue. 8. This fireplace and chimney should not be used for venting a wood or coal burning heater or fireplace insert. 9. WARNING: DO NOT PACK REQUIRED AIR SPACES WITH COMBUSTIBLE MATERIALS OR INSULATION NOT SPECIFICALLY RECOMMENDED FOR USE IN SUCH AREAS. 2 S830 17. Don't store or place flammable liquids, gases or pressurized containers near the fireplace. 18. Don't neglect to instruct all responsible persons in the proper and safe operation of the fireplace. 9. Don't fail to instruct all persons, especially children and elderly persons, concerning the hazards of improper opera- tion and unauthorized tampering with the fireplace. 20. Don't use this fireplace to bum paper, cardboard or other debris. 21. Don't neglect to inspect and clean the chimney regularly. 22. Don't operate the fireplace with the glass firescreen doors partially open. The doors should always be fully open or fully closed. 23. Don't use gasoline, kerosene, engine oil, charcoal lighter. 24. Don't store your fuel supply closer to the fireplace than the minimum spacing required for combustible materials. 25. Don't subject the fireplace to the intense heat of a large fire the first three times the fireplace is used, but build mod- erate fires to allow the materials to cure and adjust. 26. Don't clean the chimney with metallic devices or chemical cleaners. 27. Don't use the fireplace or chimney for venting wood or coal burning heaters or inserts. 28. Don't put combustibles within 28 inches of the fireplace opening. 31 S830 FACTORY -BUILT FIREPLACE AND COMPONENTS (except blowers) Manufactured by: Martin Industries, Post Office Box 128, Florence, Alabama 35631 WHAT IS COVERED AND FOR HOW LONG FIVE -YEAR COVERAGE: For five years from the date this fireplace and components are first purchased for use, Martin Industries, Inc. will, at its option, repair or replace any defective part of this fireplace or components, or refund to you a sum not to exceed the fac- tory published retain price in effect at the time of purchase. TEN -YEAR COVERAGE: From the sixth through the tenth year following the date this fireplace or accessory is first purchased for use, Martin Industries, Inc. will make available to you, at our factory, a free replacement for any defective part in this fireplace or accessory. TWENTY -FIVE -YEAR AVAILABILITY OF REPLACEMENT PARTS From the eleventh through the twenty -fifth year following the date this fireplace or accessory is first purchased for use, Martin Industries, Inc. will make available at our factory replacement parts for this fireplace or accessory, which you may purchase for the list price current at the time your purchase order is received. WHAT IS NOT COVERED This limited warranty does not cover: • Transportation or shipping cost • The cost of a service call to diagnose trouble • Painted surfaces • Damage or defect caused by improper installation, accident, misuse, or alteration. • Poor ventilation of smoke or gases caused by air - conditioning and heating systems, exhaust fans, or pressure differ- ential produced by wind • Broken glass components • Cracks in ceramic and castable parts that do not affect safe operation • We do not warrant this fireplace to be in compliance with your local building code. Building codes vary greatly through- out the country, and you should determine whether your local building code contains restriction on the use of this fire- place before you purchase it. • Blowers or fans, which are warranted separately. • Heat loss due to the passage of heat or air through or around the fireplace. Also, under our five year coverage, we do not pay the cost of removal and replacement of any portion of the structure in which the fireplace is situated, made necessary by the repair, removal or re- installation of the fireplace. LIMITATIONS AND EXCLUSIONS 1. No one has authority to add to or vary this limited warranty, or to create for Martin Industries, Inc. any other obliga- tion or liability in connection with this fireplace and accessory. 2. MARTIN INDUSTRIES, INC. SHALL NOT BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL, SPECIAL, OR CON- TINGENT DAMAGES YOU MIGHT SUFFER AS A RESULT OF ITS BREACH OF THIS WRITTEN WARRANTY OR ANY IMPLIED WARRANTY. Some states do not allow the exclusion or limitation of incidental or consequential dam- ages, so the above limitation or exclusion may not apply to you. 3. This warranty applies only to he original purchaser of the fireplace or to the original owner of the dwelling when the fireplace is installed in a new dwelling and may not be transferred. 4. This warranty applies only to a fireplace sold and used in the United States. YOUR DUTIES • This fireplace must be installed by a qualified installer according to your local building codes and installation instruc- tions and operated according to the owner's instructions. • You should keep a cancelled check or payment record to verify the purchase date. IF YOU HAVE A PROBLEM WITH YOUR FIREPLACE OR COMPONENT 1. Contact the nearest Martin Industries, Inc. dealer. If you cannot locate your Martin Industries, Inc., dealer, call or write Martin Industries, Inc., Customer Service Department, as indicated below. 2. If you do not receive satisfactory service from the dealer within a reasonable time, write Martin Industries Inc., Customer Service Department and include the date you purchased your fireplace or component, its serial number, and details of the problem you are having. Customer Service Department, Martin Industries, Inc., Post Office Box 128, Florence, Alabama 35631, Telephone: 205 - 767 - 0330. This warranty gives you specific legal rights, and you may also have other rights which vary from state to state. FORM NO. 056419 -4 -296 LIMITED WARRANTY SB3D MARTIN INDUSTRIES, INC. P.O. Box 128, FLORENCE, AL 35630 MODEL SB3D FIREPLACE INSTALLATION, OPERATION AND MAINTENANCE MANUAL FOR RESIDENTIAL OR MANUFACTURED HOME INSTALLATIO1 THIS FIREPLACE IS U.L. LISTED FOR USE WITH THE MARTIN "L" SERIES CHIMNEY SYSTEM COMPONENTS. LISTED BY: Underwriters Laboratories Inca 1.C.B.O. REPORT NERQA -403 U.L. FILE NO. MH7603 KEY NO. DESCRIPTION QTY. SB3D PART NO Hearth Refractory • r r C7 r r r r CV 055108 Grate Pntd. Assy. 056413 Firebrick Side / Back 056116 Weldment, OSA Rod 056407 Weldment, Damper Weight 047649 Inlet Air Collar Assy. 047641 Damper Handle 037391 Panel, Firescreen w/ Pull 026398 BUILDING CODES AND SAFETY REQUIREMENTS The instructions contained in this manual provide the information necessary to install this fireplace in accordance wit! Underwriters Laboratories requirements and in compliance with the National Fire Protection Association Standard No. 211. Some s may require the fireplace and chimney electrically grounded. Before beginning the installation, you should check with local building officials to obtain required permits and assure compliance with local regulations and codes. If you encounter problems with code requirements, contact you Martin dealer for assistance. FIGURE 1 MODEL LC CHIMNEY CAP MODEL 612 ROOF FLASHING RESIDENTIAL INSTALLATION STORM COLLAR FIRESTOP MODEL LF -FS -2 (REQUIRES 17" X 17" FRAMING) L12 1 FT. PIPE) LIB I -1/2" FT. PIPE) L36 3 FT. PIPE) L48 4 FT. PIPE) MAINTAIN 2" MINIMUM AIR SPACE BETWEEN CHIMNEY AND COMBUSTIBLES 4 TOP SPACER (FLUE OUTLET HEIGHT) 12 -2" FT. . MIN. HEIGHT (NO OFFSETS) I2 -2" FT. . MIN. HEIGHT 2 - 30' ELBOWS) B6 FT. _ MAX. HEIGHT (CHIMNEY SUPPORT EVERY 30 FT.) (FLOOR LINE) CAUTION 00 NOT BLOCK INLETS OR OUTLETS NOTE: COMBUSTIBLE MATERIALS SHOULD NOT BE INSTALLED BELOW TOP SPACER. NON - COMBUSTIBLE MATERIALS SUCH AS BRICK OR TILE MAY BE USED TO TRIM FACE OF THE FIREPLACE BUT SHOULD NOT COVER ANY PORTION OF THE LOUVERED PANEL OR COOR AIR INLET. COMBUSTIBLES MUST NOT OVERLAP THE BLACK PAINTED FACE OF FIREPLACE. S830 When ordering parts, specify: 1. Fireplace model number 2. Component model number (if known) 3. Part number and key number 4. Part name; and 5. Quantity Figure 33 should be used for reference when ordering parts. FIGURE 33 29 SB3D CHECKLIST OF DO'S AND DON'TS DO'S 1. Do check with local building officials to be sure the installation of the fireplace complies with all building codes and requirements and obtain required building permits. 2. Do plan your installation with safety as your primary consideration. 3. Do use only the prescribed materials and parts for the installation of the fireplace. 4. Do insulate the exterior walls surrounding the fireplace to prevent excessive heat loss from the fireplace. 5. Do trim the face of the fireplace only with noncombustible materials. 6. Do attach the noncombustible face trim materials firmly to the face of the fireplace. 7. Do block in or fasten the fireplace to prevent the possibility of the fireplace shifting out of position. 8. Do connect the air circulation blower to a properly grounded and fused electrical circuit. 9. Do enclose the chimney where it passes through living spaces or spaces accessible for storage purposes to prevent contact with and possible damage to the chimney. 10. Do install firestop spacers at each ceiling level when the chimney is installed in a multistory building. 11. Do install the proper chimney cap or chimney housing on the chimney to prevent rain and debris from entering the chimney. 12. Do keep all flammable liquids, gases and pressurized containers away from the fireplace. 13. Do check the fireplace for proper adjustment and operation before leaving it unattended for long periods of time. 14. Do inspect and clean the fireplace chimney regularly. 15. Do keep the firescreens closed when the fireplace is left unattended to minimize the danger of sparks popping out of the fireplace. 16. Do use the grate furnished with and for this fireplace. 17. Do start a fire only with paper, kindling or solid composition fire starters specifically designed for starting a fire, the use of liquid fire starters can cause an explosion within the fireplace. 18. Do place all ashes in a metal container with a tight fitting lid and place them on a noncombustible surface well away from other combustible materials until they have completely cooled. 19. Do store your fuel supply at a distance equal to or greater than the spacing recommended for combustible materials from the fireplace. 20. Do build fires of moderate intensity in the fireplace for the first three fires to allow materials to adjust and cure before being subjected to the intense heat of a large fire. DON'TS 1. Don't allow other installations or operation considerations to take priority over safety considerations. 2. Don't attempt to use the fireplace until the installation is complete. 3. Don't use unlisted parts and accessories with the fireplace except for special fleshings that may be fabricated locally. 4. Don't use damaged parts or accessories with this fireplace. 5. Don't install the fireplace in an exposed or uninsulated area. 6. Don't attach the noncombustible face trim materials firmly to the face of the fireplace. 7. Don't install the fireplace on a poorly constructed base or fail to fasten down or attach the fireplace to prevent it from shifting out of position. 8. Don't create or allow a crack to develop between the metal face of the fireplace and noncombustible trim. 9. Don't use power blowers or air circulation systems with this fireplace that are not specifically recommended by Martin Industries. 10. Don't connect accessory air circulation blowers to improperly fused or ungrounded electrical circuits. 11. Don't install the fireplace where flammable or explosive liquids or vapors are likely to be present. 12. Don't neglect all the considerations mentioned in this manual concerning clearances to combustibles, spacing from obstructions and proper chimney height when selecting the location and installing the chimney. 13. Don't allow insulating materials to contact the chimney. 14. Don't forget to support flat chase flashing to prevent water from puddling. 15. Don't neglect to apply caulking or mastic to the required joints of the flashing and between the flashing and roof. 16. Don't dry clothing or other articles near the fireplace. 30 S830 INTENDED PRODUCT USAGE The fireplace is designed to sit directly on a combustible floor. The fireplace can also be installed with zero clearance to com- ustible building materials at the side and top spacers. Only parts manufactured by Martin Industries and labeled for use iith the fireplace should be used in the installation of this fireplace except for special roof fleshings that may be fabricated locally. The use of improper parts in the installation can be hazardous; and voids the warranty offered by Martin Industries. This fireplace is designed to burn wood. This fireplace is not designed to burn coal, unplumbed liquid fuels, unplumbed gaseous fuels or household refuse. Any attempt to burn these fuels in the fireplace can be hazardous. This fireplace is not designed for installation in a manufactures home without a vented attic space. In a vented manufac- tured home, an MT1614 ceiling thimble, glass doors, and an AK6 outside air kit must be used. WARNING: This fireplace and chimney must not be used for venting a solid fuel heater or fireplace insert unless written authorization is given by Martin Industries. Failure to heed this warning may cause a fire hazard and will void the Martin warranty. This fireplace is intended for supplemental heating only and is not intended for use as a primary heating system. For use with Solid Wood Fuel, UL Classified Processed Solid Fuel Firelogs, or Certified Decorative Gas Appliance. "DO NOT USE A FIREPLACE INSERT OR OTHER PRODUCT NOT SPECIFIED FOR USE WITH THIS FIREPLACE." "FIREPLACE ALSO FOR USE IN MOBILE HOMES WITH SOLID WOOD FUEL ONLY." IMPROPER INSTALLATION Improper installation or use of this fireplace will void the warranty and can cause 1. Damage to the fireplace from overheating. 2. Hazardous temperatures to develop on combustible materials adjacent to the fireplace or chimney. 3. The emission of smoke, sparks or hazardous gases into the dwelling. 4. Leakage of rain water into the dwelling. HOW THIS FIREPLACE OPERATES When an AK4 combustion air assembly and a combustion air duct are attached to the connecting point on the left of the fireplace, combustion air may enter the firebox through a dampered opening behind the left side panel. This feature is designed for your benefit to reduce the room air used for combustion and to prevent excessive loss of heat from the room. When the fireplace is in use, this damper should be open. When the fireplace is not in use, the damper should be closed to prevent cold air from entering the firebox. The combustion air damper is open when the lever, located on the left side pf the firebox near the top of the left firebrick, is up and closed when the lever is down. Outside air for combustion is optional unless required by federal, state or local building codes. See the section of this manual providing the instructions for installation of the combustion air assembly. The design of the fireplace allows the routing of the combustion air duct up, down, or horizontally to obtain the outside combustion air. This permits flexibility in planning your installation. See figure 25 for typical installation methods. Be sure to review the precautions and recommendations in the section of this manual pertaining to outside combustion air instal- lation. Glass doors should be installed to receive the maximum benefit from your fireplace. For large fires, the maximum heating benefit from the fireplace will be obtained with the doors open due to the high amount of radiant heat being emitted out of the front opening of the fireplace. With a small fire, or before retiring in the evenings, it is best to operate the fireplace with the doors closed to help keep burning embers from popping out of the firebox. The fireplace should also be equipped with a flue damper which must be open when the fireplace is in use. The flue damper control lever is located inside the fireplace. The counterweighted damper is operated by simply pushing up open or pulling down to close the damper. When the fireplace is not in use, the damper should be closed to prevent cold air from entering the chimney as well as preventing warm air in the room from escaping up the chimney. NOTE: It is normal for a small amount of smoke into be released from the upper portion of the fireplace the first few times you use your new Martin fireplace. This results from an oil residue on the metal. Open a door or window to allow the smoke to escape. The grate included with this fireplace helps to appropriately locate and contain the burning wood. Failure to use this grate may cause overheating of parts of the fireplace and allow large pieces of burning wood to roll toward firebox. If the grate becomes warped or damaged, it must be replaced with Martin grate number 056413 only. WARNING: FIREPLACES EQUIPPED WITH DOORS SHOULD BE OPERATED ONLY WITH THE DOORS FULLY OPEN OR DOORS FULLY CLOSED. IF DOORS ARE LEFT PARTLY OPEN, GAS AND FLAME MAY BE DRAWN OUT OF THE FIREPLACE OPENING, CREATING RISKS OF BOTH FIRE AND SMOKE. All fireplace chimneys are in direct contact with cold air on the exterior of the structure. Consequently, when the fireplace is not in use, cold air can fall down the chimney of the fireplace to cool off the fireplace chase. Therefore, the fireplace chase must be insulated to minimize the risk of cold air infiltration to the home. Even if the fireplace chase is adequately insulated, this cannot completely ensure that cold air infiltration into the structure will be eliminated. Cold air infiltration is possibility with any fireplace or device that freely communicates with the air on the outside of the structure. Today's homes are more energy- efficient and, therefore, better insulated and tightly constructed. Unfortunately, when air is removed from he house, as by a bathroom fan, or consumed by a furnace, additional air is needed to replace the air consumed. Unless the additional air is supplied, this can cause a negative pressure in the home. When this happens, the house will draw in outside air from the cracks in the windows, down the fireplace flue or other locations of air leakage in the home. Because cold air infiltration may be unavoidable in some structures, Martin Industries is not responsible for heat loss or air infiltra- tion through or around the fireplace. SB3D UL APP D CHIMNEY CAP 2 x 8 STUDS • t2' OC!P L TOP PL) C#4IMNEY SECTION EMEND INTO TRUSS FRAMING ALL CONNECTIONS HURR CLIPPED HUGHES HCLH/ RN 20 GA HURR CLIP (200 LESS LATERAL LOAD PROVIDED) EL. TOP OF CHIMNEY 2 x 8 511.4D8 • 12' O.0 /DSL TOP PL. EMEND INTO TRUSS FRAMING ALL CONNECTIONS HURR CLIPPED W/ STUCCO ON MTL LATH OVER EM PLYWD W/!0d NAILS • 8' O.G. PROVIDE DIAL. BRACING INTO TRUSSES HUGHES HST 2115 20 GA I' STRAPS (605 LS PROVIDED) EMEND 2 x 8 STUDS TO ROOF TRUSSES BRACE AS REQUIRED ACROSS 2 TRUSSES (MiN) ALL CONNECTIONS PURR CLIPPED SCALE: 1/4' = 1' - SECTION � EL. 21'-E3' ___ TOP OF ROOF EL. 2T-3' — TOP OF CHIMNEY EL. 1T-4' - - TIE SEAM/ FAMILY CLG EL. 12' -m' LIVNNG CLG EL. 12' -m' TIE BEAM EL. (d' -m' FiN FLR SCALE: 1/4" = 1' - sa" muss LOADING CONDITIONS rRU sE ,TOP CHORD LIVE: STOP CHORD DEAD: .BOTTOM CHORD DEAD: TOTAL LOAD CASE): ;STRESS INCREASE: 1. EXPOSURE CATEGORY: C BUILDING CATEGORY: rtJIND DESIGN VELOCITY: 110 MPH ;IMPORTANCE FACTOR: 1.05 J I ND LOAD DURATION F AC 1 OR: .33 i5 30 TOP CHORD LIVE: NiA 15 TOP C DEAD: N /A; 10 ' B0TTOf1 CHORD DEAD: N/A 55 j TOrAL LOAD ( PSF ): N/0' 331STRESS INCREASE: N/A A- Msera Doc At. qa /9 11 FLOOR T R..jS',ES 30-8 L NOTE: ALL TRUSSES ARE SPACED AT at 0.c. UNLESS NOTED UPLIFT CONNECTIONS TO TRUSSF AND GIRDER TRUSSES IS THE RESPONSIBILITY OF THE ENG., ARCHT. OR C.C., NOT THE TRUSS MANUFACTURER _* SPECIAL HANGERS BY G . C . PLEASE REFER TO INOIVIUAL ENGINEERING SHEETS FOR NUMBER OF PLIES AND NAILING /BOLT PATTERN REQUIRED FOR GIRDERS TRUSSES, HIP GIRDERS,ETC. L 3 -8 F TRUSSES OVER 40 ,ts3T1L ArKA 341.8Y4SE0 •r •FitTA► Ff9Utitfl l.E. (A AfrtTEcT tlf.aC. X3 t) OIROM N STST£Y REEEA 1O ATTACHEO ENOLY£EF.1k0 ROOF TRUSS PLACEM 20 -8 3/16" : I' -0" IMPORTANT NOTE !!' ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE T E RUS5 ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY TRUSS CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS WILL BE RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE !JITN MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. TRUSSES ARE MANUFACTURED IN ACCORDANCE WITH S.F.B.C. COOS: UNLESS OTHERWISE SPECIFIED. �ww FOR Tie DOWN OF COMMON TRUSSES UP TO 50' 0• SPAN USE A BASCH ANCHOR OA SIMILAR STRAP AT EACH ENO. FASTEN WITH (3) - 164 NAILS STRAP TO Eli BENT ANO NAMLEO ON FAR SIDE WITH ONE (1) t6d NAIL 1450 LBS. WORIUNO LOAD UPLIFT EACH. SUPPLIED BY BUILOER REFER TO ARCHITECT OR ENGINEER FOR COMPLETE TIE DOWN PROVISIONS FOR TEE BEAM, 'WALL ANO FOUNDATIONS CONDITIONS. LAN UPLIFT CONNECTIONS TO TRUSSES ANO GIRDER TRUSSES IS THE RESPONSlB!U1Y OF THE ENGINEER, ARCHITECT OR Q.C., NOT THE TRUSS MANUFACTURER FACTURER CO NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING THE 1 AUS3 MANUFAC PURER. SHEATHING UNDER ALL VALLEY SETS BY I3LDR. REVISION OF THIS SHOP CRAVING BY PROFESSIONAL ENG;NEEH IS ur COMPLIANCE OF POLICY NO.5 METRO DACE COUNTY BUILDING ANO /CMG DEPARTMENT EXCEPT FOR ALL BUILDING COMPONENTS NOT FABRICATED By BEST TRUSS CO. REF EFI TO ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMAT1oN PROVIDE() iN THIS SHOP CRAWiNG WITH ALL OTHER TRADES, STRUCTURAL BEAMS, WALLS AND F-OUNDATION REOUIREMENTS CF THE S.F. B.C. 3-0 VIE rP OF1 D * *ATTENTION BUILDER ** ALL DIMENSIONS OVERHANG$, PITCH, ETC. TO BE CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY TO CHECK OUR TRUSS PLAN 12 T Fl I t;; i- 0 Irt Ctl/qi m a i II 111 gf 11 1 1: i g i 1 1 1 1 : 1 1 II IMP* 1 III 1 11 Ph qi 1 1 4 1 1 '11111 if n hi ; 11111"Pli:11? AREA TABLE 19T FLR LIVING 2,453 9/F 2ND FLR LIVING 890 sir AC LIVING TOTAL 3,211 9/F COVERED TERRACE 195 5/F GARAGE 632 6/F ENTRY 145 g/F TOTAL AREA 4,229 8/F Project No: g8 -124 Date: 2/8/99 Approved By: MSS Drawn By: MSS Checked By: MSS Approved By: MSS Sheet No. i 1 of Total sheets: 1 of' 12 4' TO SEPTIC TANK *1/8' / FT SLOPE (MIN) CO g GRADE PLUM INC RISER NO SCALE NOTE , ALL WATER CLOSETS, LAVATORIES, SHOWER NERD AND SINKS SHALL COMPLY WITH TABLE 46 -R2 OF THE SFBC (LATEST EDITION) 3 DN FROM 2ND FLOOR 4' TO SEPTIC TANK 6 1/8' / FT SLOPE (MIN) CO e (LRADE 16010 GAR OR PAYER WA N 10 5' -0" ; I CUT OF 10 -0' BA KP OW PREVT'R r 1 " w,41 METER in N 1 r L_ 65a S.F. DIRAIN>=IELD -0" (24a* 30'- STAMPED CONC DRIVEWAY �I (S" MAIN (EXIST) LEGAL DESCRIPTION:. LOT 18 AND THE WEST J /2 OP LOT 14, OF MIAMI SNORES SECTON N° 1 ". ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PACE 70, OP THE PUBLIC RECORDS 01= MIAMI -DADS COUNTY, FLORIDA. ALLEY 75.00' 65' -0" 15.00' In. TANK 9 Q . 1 -) 4 L g e.-r A THE BOTTOM OF D N.E. 101 ST 24' -4 LIl CCY N GAL. (MIN) fo 1 s . ; NGVD) QM r 24' -5" 51 I I Fl /6;\ 1 10'1-0" 1 5 i- 0 11 J 10 -0" SCALE: 1/8" 0 1 1 4' -11" --� 10' -0 30 N0. '')/Q '_ 0 1 �i I� - I 1-n CO a GRADE SEPTIC TANK (100 GLS.(CAP.) (VERIFY INVERT) 12P ft f.130 SP. RESERVE SE" I IC 'TANK :j wflll'd F:�, flD (L0 _0Ai. N) jE13T OF I I A NF!E ;n; TO `3 r , c;��- ALL. 1.4 r i ,. ,:a ' )01 OF J, ., i' 4/2/1( i9 t� 11!: j `;1 1 f S avail Architects 1091 Shotgun F2d. Ft. Lauderdale, FL 33326-1911 1. 4/18/99 2 3. 4. 6. (954) 424 -4451 FAX 413-8030 Marc Steven Sava' AR 11119 Rev i Sions: cn N Q) J) Q) Q1 0 ea z E 4 it GLASS OR DOOR WAX. DEVON L0ACI • 72 P1F) 1 x2'•.013' ALUM. STVO ANGLE 3/4' PLYWOOD +— 1- x4 - x 1 /S CONT. ALUM. TU6E (6063 -T6) MAX. 1/1- THE fIUSM MATERIAL t/4 - • RAWL CALK -IN • 6 0.C. WITM 7/1 MN. EMS. M CONC. OR HOLLOW SLOOC OR 1/ - • LAO SCREW 12 O.C. W / 1-1/1- HR. 1146. *4 W 000. 1/1-• THRU S LT • IV 0.C. 1/4'• RAWL CALX -II tr O.C. WITH 71$ Mt. IMP. Pt CONC. OR HOLLOW BLOCK 0, LAG SCREW • 24' 0.C. W/1-112 MIN. (}IS. IN W000 ® 2 x r x 1/13' CONT. ALUM. ANGLE 6643 -T6 141. o 4' MAX. WALL MOUNT ® SCALE: 3 a 1 -0' NON - STRUCTURAL RN•SM MATERIAL SRJCX OR W000 FASTENER. SCE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE? 1/4 -20 &S. SOLI'S W/ WINONUTS • MIOSPAN OR SY O.C. MAX. (TYPI 1/4' MAX. 4 N J j Z • < < MAY VARY • -411 .S yr —r • 2 x 0 CONT. TO 4'x4'x0.12S 6063 -T6 ALUMINUM ALLOY OR t6 GAGE GALV. STEEL ANGLE 6' SCALE, t-1 /r • t' -0 6' 1/2 3/6'• HOLE FOR FASTEN•G PANEL r = 2 ALUH, A I STUO ANGLE 1/ 4 - -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY FOUR 1/4 - • RAWL CALX -IN ANCHORS W/ 7/1- MM. EMISE0. 1-'I IN CONC. • 4 O.C. PUNCH MOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN WSNGMJTS FROM THE INSIDE E M 8 2- x STUOOED ANGLE W/ 1/4 -20 STUDS L Wo :HUTS • t2 0.c. 1/4 -20 MACHINE DOLT ANO NUT •12 - O.C. 1/4 • RAWL CALX -IN • 4' O.C. W/ 7/1- MIN. CN6. WTO CONC. OR HOLLOW 64.0CX. �=Q xS xi /6 - CONT . ANGLE 6161 -76 ALUM. ,NOTES. THIS DETAIL MAY BE USED AT TOP OR OOTTOM OF PANEL. (MAX. OESCH LOAD • 72 PSF) O EDGE MOUNT DETAIL T SCALE : 3' • 1 -0 ANGLE E x 1/4' ALUM. - 1/4 - -20 STUO ‘..// NUT Ei6 - 0.C. 1- 1 12 - J ` - I-- -1-1/2 - INTERIOR FASTENING ANGLE ASSEMBLY SCALE N.T.S. 2 x3'x1 /r i ALUMNUM ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF m 0 BY PRODUCT COIftOL D■:S 04 1 9. • • • • • Z W ` • 0 O 0 • 4 00 • CO • " od I i J . 4 , CC Ip 100 1 ° I in1110!Ni �I pI NIA! 4 1 4 '1 _•VJ. v z N H 4 4 O N N U Z Q 3 � r r m g 83 0 1998 04/22/,4 •C•l• AS NOTS0i (drs- a by 1 l MCJ O 'PASS THRUm DETAIL V SCALE 131' x, Y -Y 1 .24 ALT. CORNER DETAIL O SCALE I 3 • r -r STORM PANEL INTERIOR ® FASTENING (ISOMETRIC) SCALE: 3' • Y -0' G N BUILDING CCU COMPLIANCE OFFICc ACCEPTANCE NO.9 - 1 j I 0 • 03 ( d• s1gA by VAC cn•cI•d by ll vwt 0rar1fl9 no. 96-11 FOUNDATION SCHEDULE MARK SIZE REINFORCING REMARKS LW SW CONT. TRANSV. F16 16 X14 STEEL COL. C2 2 *5 (0 ; " STEM WALL M 24 24 X14 6 x 6 STL ro. 2" 5 " 5 s 36" MONOLITHIC F 24 24X14 # 3 e MAS COL. 3 "5 "5 36" STEM WALL F36 3'X3'X12 3 "5 3 "5 ' 1 I F 24 7 — — - - IF 24 1 .-� 7 -11— F48 4'X4'X12 4 " 5 4 "5 l 11 1 1 I ,2 -9 TE 8X8 y 3 ' - 1 "5 2m -8 THICK EDGE COLUMN SCHEDULE ReviS IOr1S: SIZE Drawn By: MSS 1. 4/18/99 TIES 2. 4/25/99 ••NOTE 3. STEEL COL. C2 4. (0 ; " g 3 TIES e 12" 5. C® 6 x 6 STL ro. STEEL COL. 1. 12" x 12" COL 0(4.5 # 3 e MAS COL. SETE PI FOUNDAT I C COLUMN SCHEDULE MARK SIZE Drawn By: MSS REMARKS R REINFORGMG TIES CI 31/2 x 31/2 STL ••NOTE 632 S/F STEEL COL. C2 8 x 8 x 16 'L' (0 ; " g 3 TIES e 12" � r--Oh- CD*.k C® 6 x 6 STL 'NOTE STEEL COL. fa 12" x 12" COL 0(4.5 # 3 e MAS COL. Project No: ea- 124 Date: 2/8/99 Approved By: MSS Drawn By: MSS Checked By: MSS Approved By: MSS Sheet No. 4 s of 1 Tot& I Sheets: I of 12 AREA TABLE 1ST FLR LIVING 2,453 S/F 2ND FLR LIVING 890 S/F AC LIVING TOTAL 3,211 S/F COVERED TERRACE 195 S/F GARAGE 632 S/F ENTRY 125 S/F TOTAL AREA 4,229 S/F / / 30' -8" / 24' -4" 10' -9" 19' -11" / -1 • 7 0 11 / 1 ( ' 1 I F 24 7 — — - - IF 24 1 .-� 7 -11— `n I I l 11 1 1 I ,2 -9 y 3 ' - 2m -8 , ■L � ■ _1 1 I\K c�v u_ 1 I c!J F36 1=36 /r ' — r Y ■ I [: - 9' -11" -' ■ N L G3 C4 LANA1 O „6 — , °J . G— G — F 20 CONC COL TIES e12 1. BEARING ® STAIRS: LOAD BEARING PARTITION: 'I' u- "OCI 4' -0" 6' -9" Qt res " , `• TA DBL LAYER MESH 24" x12" MONO FTG W / 3 "5m "3 TRANS g 36 "OG 0_ o UNDER STAIRS _ 0 tt ') J s x 4 "' �JIP 1 24 x 36 POOL E 1 8"x 16"x 8" 'L' - / ■ �� ■ .ter W/6 "SVERT"2 I c ' L_ / F 20 / — • / �`� I • • L 0 -T"-1 ■ I / Q Iu 1 _ �n- - n-7 I �JLJ U 1 ) / ` 1 A W Y � 1 I ■ r 4 I I I I I I I I I I c o c2 — - r F J I I I I 1 1 1 1 1 1 1 I I I I I RT1 I I I J - �36 4" CONC SLAB • 2500 PSI W/ FIBER!" 1ESH ADDITIVE R 6x 10 T' V OVER .006 MIL POLY VAPOR BARRIER . ON WELL COMPACTED AND POISONED FILL '/ , / ' / _ / ZG ■ I C 1 " cv c!1 ) 1 LOAD BEARING PARTITION: ■ nG - 1 1 24" x 12" MONO FTG W /3*5m"3 TRANS e 36 "OC 0 ll. 1 "5m IN FILLED CELL- TYP v N TYP FOOTINCs: 16 x 12" MONO FOOTING W/ 2 I' 5 m CONT.- TYP. , FIN FLOOR 1 lC C� 0' -0" (IS" ABOVE CROWN OF ROAD) 14' -2" L / _ cv .d ■ 15' -0 Nt 1 1 u I " cv '_ 2 10 3' -1 / ■ a_ "5 m x 6' -0" REBAR AT CORNER WHERE NOTED / 18 -9 " �`- ,____ 1 1 13' -0" 1' -8 " ■ 15 ' -1" ■ �. ■ 6"x . I PAD 4' CONC J - OE k: 0 11 "5 m x 6' -0" REBAR AT CORNER UJHERE NOTED FOYER ■ LL JJ +01-6." 1 o - _ _ - 1 F 9 TT 1 1 I I 1 1 _ 24"x , 1 F 24 . 6 I A/C EGT.IP x M 24 -t — . 40111 'ct 1 "5 • x 6' -0" REBAR AT CORNER WHERE NOTED 5 = �, 28' -4" I C1 J • : / n 1 r 2 "50 IN FILLED GEL UNDER BEAM EA EN'S '-10" 3' FIXTURE • -1 1 -11" / 70 BE PLACED I � C F 3 E NTi Y / / � 1 = lL F 48 -0'- — � M I0 , ■ 1 • _ - \ \ _ ■�^ 9 -9 , ` 3 -14 �� 1 -1 _ 1I , 2 4 3' - /'/ 1 cn ^' '_ nZ — IG1 — ELI = �, 13' - 4" F 2 1 I 1/ I ■ _ cv 1 I yJ f e -\ \ �, �• 13' -4" ■ • •• 1 GARAGE 5 AB cs, ■ F_48 FA8 _' EMI1 - _ 1 , c3 e 1 - m F 20 1 a _ T E 1 3' - 1 1' -4" — 3'- 1 I� e _ 1 � , 0 S _ - F 10 � /�D _1 — — — — — — — — € \ 4j L ■ / �■ • J- •• \ I-- \ \ — — / 5' -1" / -11" 16' -0" 1' -" 8' -0" ' -4' 3' -11' -4' / 13' -4" f / 28' -4" / / ,■_— / 26' -8" 24 "x A/C REINFORCED MASONRY LEGEND R REINFORCE MASONRY 5 48 SIZE OF BAR OLJ\DA SCALE : NOT: 55' -0" ALL STRUCTURAL DESIGNS PER CENTESCENTER PA NG " RATIONAL ANALYSIS " i A\ 1/4" = 1 ••NOTE ONC SAD CONC AD OUJ PREVT'R WATER METER 28' -5" 31' -0 "' 'n 1 10' -0" SEPTIC TANK 1 1 150 GLS.(CAP.) 1 1 (VERIFY INVERT) J 10' -0 " 1ep 1 _ 0 h1 CO fi GRADE I cu-r OFF I f3ACKif - 0 LINE somml 300 S.F. DRAINFIELD ALLEY 30' -0" 30' - 8" 08" MAIN (EXIST) L GAL. DESCRIPTION; LOT 18 AND TIE WEST 1 /2 OF LOT 14, "MIAMI MIAMI SNORES SECTON N° 1". ACCORDING TO TIDE PLAT Ti-4E ECF, AS RECORDED IN PLAT BOOK 10, AT PAGE 10, OF THE PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA. - 15.00 55' -0" 10' -0" N.T. 101 ST 24' -4" 10' -0" 26' -1" Ln E 4;\ 1 J C J 5' -0" ,, / 7 10' -0' SCALE: 1/811 _ 1 1 a0 11 0 GRADE SEE SI-4T P -1 FOR PLUMBING RISER SEPTIC TANK - 150 GLS.(CAP.) (VERIFY INVERT) 480 S.F. RESERVE S ava1 Architects 1091 Shotgun Rd. Ft. Lauderdale, FL 33326 (954) 424 -4451 FAX 413 -8030 Marc Steven Saval AR 11119 H V Shores, Florida Project No: 9E3-124 Revisions: Approved By: MSS Drawn By: MSS 1. 4/25/99 Sheet No. 42 of 2 2. 195 S/P GARAGE 3. ENTRY 125 5/P 4. 5. 7. 1. �vvI RST F1 Project No: 9E3-124 Date: 2/8/99 Approved By: MSS Drawn By: MSS Checked By: MSS Approved By: MSS Sheet No. 42 of 2 Tot& I Sheets: 2 or 12 AREA TABLE 15T PLR LIVING 2,453 S/P 2ND PLR LIVING 890 5/P AC LIVING TOTAL 3,211 5/P COVERED TERRACE- 195 S/P GARAGE 632 5/P ENTRY 125 5/P TOTAL AREA 4,229 S/F 811 j) J) 0 7 II 8 11 O ■ /L 11=3'~1` =3' N 1 -5" a �SAt, icy 111 15' -1" 2' -11" FLAY LOFT 2668 PKT / HC 9' -0" 4" 1 IL 0 / 15' -2" 12 -1" 4' -4" 111 34 51-1 EGRESS 19 i� 30 II 668 HC i%1 0 a 10' -5" 2f3 -5" 4' -3" "t r tt STUDY., SE D ROOM _ 1 11 1 1 1 1 3 KI'CN SELOW 4' -1" 2'410" (4 3 x 315 " P.0 — FAMILY ROOM BELOW 9 -2" 9 -2" \ A\ 4' -3" 1 11 -0" 5' -1" 42" I.4 RAILING W/ WD PICKETS a 4 O.C. TO COMPLY WITH S.F.B.C. SEC 3105.9(bX2) AND SEC 516.2(d),(e) 4 (f). 20 -8" 1_ 6' -1" r 18' -4" BU I CENTER- TOP / e 9' -6" AFF 4" 4 _ 1 -6 11 9' -0" 1 3' -II" LT IN MEDIA J l'-2 1' 2 " 2 11 4' -0" 2 -10" ARCKED TOP FIXED GLASS WINDOW BOTT - e 1ro' -ro'' AFF POT SHELF AFF 3' POT SHELF 9'6 AFF ARCHED OPENING ABOVE POT SHELF (3 TOTAL) GARAGE NO I. PROVIDE 1 LAYER OF 5/8 TYPE "X" GYPSUM BOARD ON I "X3" FU ING STRIP e16" 0.C, 5D CEMENT - COATED bR RING SHANKED NAILS 6 O.G. W/ PAPER TAPE EMBEDDED IN CEMENTITIOUS COMPOUND OVER JOINTS AND EXPOSED NAILS HEADS COVERED WITH COMPOUND AND PRODUCT APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BATS, OR BLOWN -IN FIBERGLASSJ'1INERAL WOOL OR CELLULOSIC INSULATION HAVING A MINIMUM INSULATION VALUE OF R -I1 AS PER TABLE 31 -C ITEM 42 SP.B.C. 2. PROVIDE 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD APPLIED VERTICALLY OR HORIZONTALLY ON 2 "X4" WOOD STUDS NAILED WITH 60 COOLER NAILS 1" O.C. WITH END JOINTS ON NAILING MEMBERS. PROVIDE 3 -1/2" BATT INSULATION WITHIN FRAME AS PER TABI 3113-ITEM 19 SF.B.C. 2' -9" / SCALE: 1/4 = 1 r 811 ■ 3. PROVIDE SIGN a GARAGE DOOR " DANGER " DO NOT OPERATE ENGINES WITH DOOR CLOSED. CARBON MONOXIDE EMISSION IS LETHAL,1/2" MIN. LETTERS REQUIRED AS PER 1401.6 (a) SP$.C. 4. PROVIDE 2 "x 8" P.T. WOOD JAMB BOLTED TO CONC. COLUMN WITH 1/2" DIA. x 6" ANCHOR BOLTS e24" O.G. FOR OVERHEAD DOOR RAIL, NOT MORE THAN 6" TOP 4 BOTTOM. 5. PROVIDE 180 SQPT. IN OF SCREENED VENTILATION W/ VENT. BLOCK 6. RESIDENCE TO GARAGE DOOR TO BE PROVIDED WITH AUTO CLOSURE AND TO BE I HOUR FIRE RATED AS PER 1503.1 (3) SP.B.C. 1. VENT DRYER TO OUTSIDE 1. 20" 1, SECOND MEANS OP EGRESS UJINDOUJS EGRESS WINDOW AS SECOND MEANS OF ESCAPE TO HAVE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 IN. IN WIDTH, 24 IN. IN HEIGHT AND 51 SQPT. IN AREA. (MAX SILL HEIGHT 44" AFF.) FIXTURE CLEARANCES: ALL PLUMBING FIXTURES SHALL COMPLY WITH SECTION 46133 (a X2). 1. TOILETS SHALL HAVE A CLEARANCE OF OF 15" MIN FROM FIXTURE CENTER TO WALL EDGE. 2. TI-IE TOILET AND BIDET SHALL HAVE A MIN CLEARANCE OF 30" CENTER TO CENTER 2868 SC ISEDR99M #2 3' -1" _ 8' -2" 6068 BF 31 -11" -' 5' -1" 12' -0" 5EDROOM #3 6' -5 2- 2080 cn 5' -1" 1 HR F.R BEARING PARTITION W/ R -19 BATT INSUL. LINE OF SECOND FLOOR ABOVE 16010 GAR 01011111111M10111111111111C11111111111110111111111111 ❑0 C -Q 42' N. COIAITE 12 -5" O DBL 51 W/ DI NIP 101 °J - N LAUNDRY 7, I + —'- 2' -0 " m.i...% =iii •._.=.=.t. =..1._.•. =.t . 3: i:• 3.= 3.•.•. 33. orw# .•.3.'s.'o.•.•.•.3.3.•.3.'j.Lt i /. i.i • me - r 0 ^ _ Enna 4 V i 50 GAI r _ _ = 12113:3:0:31131.t . ..3.3.•33.3.•33.3.•.•3 i 1 -10" TOP OF MED • T-6" AFF FAMILY ROOM 18 20' - 8" II 18 -0 3 CAR GARAGE 21 -0" 16' -0" 28' -5" POT SHELF • S'-6" AFB s mg MIMI 14' -0" Q' 9 -11" 1' -1" LANAI 2' -11" P POELF NICHE •36 "AFF II 4' - 2 " 3' -11" 14 3'-2"3'-2 " yE to x'M/ OFFICE 21 -1011 11 -511 -- --L - - -J 1 1 9 1 M- SA 131111111111111 0111111111111110 I . I 81_11 411 i='S"> ■ ,— fl■ 10' -9" 1' -3" 1' -3" 30' - 8" 55 13 -3" 24' -4" 26' -1" 20' -8" 19 -8" 3' -I1" 13' -4" 3' -11" 55' - 0" SCALE: 1/4 a 11-011 S Architects 1091 Shotgun Rd. Ft. Lauderda fe, FL 33326 -1911 (954) 424 -4451 FAX 4'13 -8030 Marc Steven Saval AR 11119 u I1 c P1 z • Q) 13 Q J) E 0 N Q) ro Q) N 0 ER DAVIE BEAM SCHEDULE MK SIZE ELEY. TOP OF SEAM RE INFORCING •3 STIRRUPS SPACING REMARKS BOTT. MIPP. TOP NO. SPACING EA. END TB -1 8 X 2 9' -0" 2 • 5 5. 2 • 5 6. ALT BOND BM TB -2 8 X 21 12' -0" 2 • 6 2 • 5 2 • 5 ROOF F. DETA[1 • 12" TNRIJ CONC. BEAM TB -3 13 X 12 12' -0" 2 • 5 2 • 5 ALT BOND BM TB -4 s X 22 10' -0" 2. 6 2. 5 2 0 5 • 12" TIHRU CONC. BEAM T13-5 s X 12 19' -4" 2 • 5 2 • 5 ALT BOND BM TB -6 8 X 16 15' -0" 2. 5 2. 5 CONC. BEAM TB -1 8 X 36 6' -0" BO1T 2 • 6 2 • 5 2 • 5 • 12" THRJ BOTT • 8' -0" Protect No: ea -124 ReYIS JOGS: Approved By MSS Drawn By: MSS 1. 4/25/99 Sheet No. 43 of 3 2. 3. 4. 5. 6. 1. ROOF F. DETA[1 Protect No: ea -124 Date: 2/8/99 Approved By MSS Drawn By: MSS Checked By: MSS Approved By: MSS Sheet No. 43 of 3 Total sheets: 3 or 12 Ifllllllllili 11�11i \ _ IL / I I 111111kli 000000000000000000 000000000000000a00 cp 7 1 - e PL`1'I,000D S1- EATING NOTES : 5/8" GDX EXTERIOR PLYWOOD NAILED WITH • 10D -NAILS SPACED 6" O.G. 6 EDGE 6" O.G. INTERIOR TYPICAL 6 4" AT GABLE END. is 30 FELT 2" MIN. LAPPED, TIN —CAP 32 GA. X 1 5/8" DIAM. NAILED 51 12" O.C. ALL STRUCTURAL DESIGNS PER " RATIONAL ANALYSIS " 30' - S" ROO ‘16ki. 1 4' -S" SCALE : 1/411 _ 1 1_ 0 11 CHIMNEY CAP EL. +24' -4" 11 1 -4UG IESII CONNECTORS 0 P 000000l n n n n n n ► 10%." * S % 7g •• 0oo000000 7 FRAMED OUT CHIMNEY TOP +24' -4' 2 x 8 5TU125 1412' O.C1 D 'L TOP PL EXTEND INTO TRU58 FRAMING ALL CONNECT IONSIPURR CLIPP W/ STU CO ON MTL L • TH OVER 5 1 EE PLYWD W/1 vI2E DIAL. E3RAC / TA14 T420 USG 5 3/4" 0 EIS U= 13,840 • ( 4 BOLTS ) U. 6920 • ( 2 TOP BOLTS ) RT24112TW A -1 -t-r� ( 1 112 Q I2 oG U= 1002 • U= 1365• 1 1 SIIIIIIIIII [71�1111111�11�0` \� \\ 010111111111111011111111 ■11C1111111111■11C11111111111 3 • i�l 1 • kI 12189 168-1 14" FLOOR TRUSSES IvERIFY W/ TRUSS MANUF) 2— 2080 BF 000 00 000000000000000000000000000000000000000 00000 -16 81 COFFER: +16 -0" 00 00 000000000p000000000000000000000 Caa°0000CIODOODODOCOD00000DDDODD 0 00 00 00 00 00 0 D oo 00 ❑ 8. 10 GA 26 II II II 11=_C 2181 168 • NO T.B. PROVIDE LEDGER w 10 F.' TB- // / C I LING:I +12 -0" .4: _ � ' :Im RI 1 11111111111 I 1-15-2 I 1 1 1 •. za l -s-.. �•. Ar Ar j A. A is A Ap 19' -8" 15' -0" 15' -0' 2189 -1681 U = 1146 EL. +9' -0" EL. +12 -0" EL +12' -0" EL. +15' -0" EL. +19' -4" EL. +S' -0" (oTT) FRAME ou FOR A/C CN 1' -0 NOTE: SEE TRUSS MANUFACTURER'S PLANS FOR FINAL TRUSS LAYOUT BEAM NOTES: 1) CONTINUITY IN TIE BEAM 31—ALL BE PROVIDED BY LAPPING SPLICES NOT LESS THAN 18 INCHES. CONTINUITY SHALL BE PROVIDED AT CORNERS BY BENDING TWO BARS FROM EA. DIRECTION AROUND THE CORNERS 30 INCHES OR BY ADDING TWO •5 BENT BARS WHICH EXTEND 30 INCHES EA. WAY FROM THE CORNERCONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REINFORCING THROUGH COLUMNS OR BY BENDING HORIZONTAL REINFORCING IN THE COLUMNS A DISTANCE OF 18" INCHES. 30' - 8" 1' -0" 12' -0" ooR R4M\G/ ROO NOT DROP BEAM TO WINDOW HEAD AND ADD 2.6 9 BOTTOM FOR ALL OPENINGS OVER 6' -0 ". 2.6 TOP, 2.5 MID 4 2.6 BOTT SCALE : 1/4" = 1 1 _ S av Architects 1091 Shotgun Rd. Ft. Lauderdale, FL 33326-1911 (954) 424 -4451 FAX 413-0030 Marc Steven Saval AR 11119 cp m Miami Shores, Florida !Revisions: Date: 2/1/99 1. Drawn By: MSS 2. Approved By: MSS 3. Total Shasta: 12 4. 5. 6. 1. - C EN F1 1/2" _ D] 0 ProJect No 9S -124 Date: 2/1/99 Approved By: MSS Drawn By: MSS checked By: MSS Approved By: MSS rJ.lneet No. 44 of 4 Total Shasta: 12 21 DE3L OVEN PANTRI' 2' -8' L 42' N. COUNTER 12' -8' 3'-1' 0 €ROVIDE - 4 AtMET €IR UJATER LINE 11J/ VALVE FOR ICE ICEMAKER e OINK r KHCH 0 DBL SIN< U.1/ D I SP 6 ■ ■ COO <TO1f UJ/ I --OOD O 0 SCALE: 1/2" = 0 c. I -, *__ I 1 \ I 5' -1' E D__ r N' I I 541 1 **5 5CALE: 1/2 " =1' -0" NB O W.I. C1_OS 2'-3' ;; :r ■ 4' 0 a o oo N 2' -0' / 3 - 6 ' 11 -11 \ • ■ • O 'A' 0:0 ' 0Y$ YAV Y ,y$ V $y .. . ...0. .0.��0.�. A-- AO. - ---o.�.�. 3'-11' 2' -0' I� 03 7 H 6' 8' 8' 0 oo A (1) C m S aval Architects 1091 Shotgun Rd. Ft. Lauderdale, FL 33326-1911 (954) 424 -4451 FAX 41343030 Marc Steven 5a va l AR 11119 Project No: ea-124 1RevisI®r15: Approved By: MSS Drawn By: MSS 1. 4/25/99 &fleet 2. 3. Total Sheets: L or 12 4. 5. . I. '_EVATION EVATION i Project No: ea-124 Date: 2/8/99 Approved By: MSS Drawn By: MSS Checked By: MSS Approved Sy: MSS &fleet No. of 5 Total Sheets: L or 12 EL. 21' -6 o t EL. 19' -4" TIE BEAM 2ND FLR EL. 8 J TIE BEAM 0' -0 "" FIN. FUR. +39.95/ -54A5 EL. 21 EL. 19' -4" TIE BEAM EL. 10' - All 2ND FLR 35 SN +39.93/ -42.35 4 EL. 8 TIE BEAM 25' -0 FIN. PLR. 35 SN +31.88/ -40.66 +33.40/ -40.11 +35.09/ -44.29 RON +36.30/ -38.96 V IA +3630/ -46.6 +3199/ -50.09 +36.30/ - i 46.61 V4HO\ (SOLJ 4S ) 1=0 4.45 EL. 21 -8" TOP OF ROOF EL. 19' -4" TOP OF ROOF EL. 12' -0" TIE BEAM EL. 10' -0" TIE BEAM EL. 0' - 0" FIN FLR SCALE: 1/4" 1' _ 0" TOP OF ROOFOF ROOF N,MINEMIE1101•116,EMIEN it EL. 15 -0" TOP OF ROOF TIE BEAM EL. 10' -0" TIE BEAM EL. 0' -0" FIN PLR SCALE 1/4" - 1' _ 0 " Serval Architects 1091 Shotgun Rd. Ft. Lauderdale, FL 33326-1911 (954) 424 -4451 FAX 413 -8030 Marc Steven Saval AR 11119 H V 0 t3 Q) E 0 Q) - 0 (T3 0 0 N Miami Shores, Florida Project No: ea-124 Revisi®rs: Approved By: MSS Drawn By: MSS 1. 4/25/99 Sheet No. 4e) of 60 2. 3. 4. 5. 60. 1. _EVATION EVATION Project No: ea-124 Date: 2/8/99 Approved By: MSS Drawn By: MSS Checked By: MSS Approved By: MSS Sheet No. 4e) of 60 Total Sheets: 6, or 12 1/2 33 SI-1 +39.93/ -54.45 1/2 33 SIN +39.93/ -54.45 34 SI-4 +31.99/ -40.66 35 SN +31.99/ -40.66 3060 FCC +36.30/ -38.96 34 SN +31.99/ -40.66 35 51-1 +31.99/ -40.66 1/2 33 SN +39.93/ -4235 EL. 21'-a" TOP OF ROOF EL. 19' -4" TOP OF ROOF EL. 10' -4" 2ND FLR. EL. 9' -0" TIE BEAM EL. 0' -0" FIN FLR EL. 21-8" TOP OF ROOF EL. 15' -0" TOP OF ROOF •t EL. 12' -0" TIE SEAM EL. 10' -0" TIE BEAM EL. 0' -0" FIN FLR +,31.99/ - +►33.40/ 4066 40.11 +31.99/ -40.66 +33.40/ -40.11 +35.09/ -44.29 SID AR +39.33/ -42.35 v/4 v/A 1Q\ (\OR H) +31.99/ -40.66 10\ (W +31.99/ -40.66 J SCALE: 1/4" - 1 ' - 0 " 1 +36.30/ -46.61 SCALE: 1/4 = 1' s 0 " L. 19' -4" TIE BEAM EL. 10' -4" 2ND FLR EL. 8' -0" TIE BEAM h EL. 0' - 0" V FIN. FLR. 21' -6" +3199/ -50.09 EL. 19' -4" TIE BEAM EL. 10' - 4" 2ND FLR EL. S' -0" TIE BEAM 4 EL. e' -0" FIN. FLR. S avaLl Architects 1091 Shotgun Rd. Ft. Lauderdale, PL 33326 (954) 424 -4451 FAX 413 -8030 Marc Steven Sava! AR 11119 i : _1 it°1 1 0 glW di w Q 5 Q c .21 ht Q) Q) J) E 0 0 Revisions: i. Approved By: MSS 2. Checked By MSS 3. Sheet No. 4. 5. of 6. I. .._D [NC SECT f - 1 - AftR DETAIJ Project No: 90 -124 Date: 2/8/99 Approved By: MSS Drawn By: MSS Checked By MSS Approved By: MSS Sheet No. 1 of Total Shasta: 1 or 12 EL. 10 2ND FLR Ai L. 91 TIE BEAM EL— . 0 1 - 0 FIN. FLR. STAI PLAN SCALE: 1/4 " =1 -0" 1- 4ANDRAIL 5 /S" TYPE 'X' GYP BD (1 1-41R F.R. WALLS 4 CLG) TIE ti-EAM 3- 2x I- 4EADER N if) DBL GIRDER STEPS BEYOND 9 EL. 21' -6' EL. 19' -4' TIE BEAM i t EL. I5' -0' TOP PL EL. 12' -9' TOP OF ARCH EL. 12' -0' TB AT DINING EL. 9 TOP OF COL EL. 0' -0' FIN_ FLR 2 12 SHAFRSECTEON c =c EADER SCALE: 1/2" = 1' -0" 1- 44NDRAI 6, EL. 19' -4' TIE BEAM EL. 10' -4' \4v 2N1D FLR TIE BEAM 6, EL. 0 -0' FIN. FLR LINE OF TRUSS BEYOND — .- OPEN OPEN OPEN POT S44ELF OPEN C fO\ 1 5=-5 1 ion '4-14 SCALE: 1/4" = 1' - 0" ot EL. 21 TOP OF ROOF EL. 21-8' TOP OF CHIMNEY it EL. 211 -8' TOP OF ROOF EL. 19' -4' TIE BEAM EL. 15' -0' LIVING CLG EL-12 " GIRDER TRUSS d E L. 10 SILL EL. 0' -0' FIN FLR EL. 19' -4' / TIE BEAM/ FAMILY CLG EL. 12' -0' LIVING CLG EL. 12' -0' TIE BEAM EL. 0 FIN FLR SCALE: 1/4" = 1 - 0 " S aval Architects 1091 Shotgun Rd. Ft. Lauderdale, FL 33326-1911 (954) 424 -4451 FAX 413-8030 Marc Steven Sava) AR 11119 1s eiR 51cie Dept. Set: 5id Set Date: Revisi®+Is: Date: 2/8/99 1. Drawn By: MSS 2. Approved By: MSS 3. 4. 5. Total Sheets: 8 of 12 6. 1. -s )ET, RAJ ProJect No: ea- 124 Date: 2/8/99 Approved By: MSS Drawn By: MSS Checked Sy: MSS Approved By: MSS Sheet No. ip of 8 Total Sheets: 8 of 12 1 • 5 CONT. THICKENED EDGE DETAIL o co \ \MOM Nv, PAD DETAIL 8 "X16" OR 16 "X16" CONC.BLKCOL. W /1"5 s EA.CELL HOOK AND PAD (SEE FOUNDATION PLAN FOR FILLED LOCATION) \\ 3' -0" X 3' -0" X 12" CONC.PAD W/3 EA.WAY (TYP.) 1 GROUT FILL POCKET ELEV• (SEE ROOF PLAN) PL 12 ")<12') I/2" d STEEL COLUMN AT INTERIOR ft 1 "X4 "X1/2" W/ 2 -1/2' A.B. THROUGH GIRDER TRUSS OR BEAM P -1 COLUMN, SEE COLUMN SCHEDULE TS 3- 1/2 "X3 -V2 "X V4" GROUT FILLED FOOTING SIZE AND REINFORCING AS PER FOUNDATION TYPE. 4" CONC. BLAB PROVIDE DOUBLE LAYER MESH 2 -1/2" 0 A -301 ANCHOR CLEAR LUGS ( ECCENTRIC) 6" L. GRADE CONCRETE STEM WALL FTG SEE FOUNDATION PLAN ARCH DETAIL TYP.DROP SLAB TYP.STEP IN SLAB ADD 1 CORNER BAR AT TOP 4 BOTTOM OF BEAM 8 "x8' CONC.'U' BLOCK BOND BEAM W/ 1 EA COURSE (2 REQ'D) I • 5 VERTICAL IN CONCFILLED CELL (SEE FOUNDATION FOR LOCATION) 12" 6* 6 IC/10 lair VAPOR BARRIER 1" EXP JOINT ALL EXTERIOR WALL TYPICAL PERIMETER FOOTING 9 0 NOOK AT ALL TOP BARB 2 • 5 BACOL (I) EAC I BE E SCHEDULE - (TOP PLAN " 12" NOOK 6" BELOW TOP OF TB/TYP..) DBL.TIES FLOOR LINE DBL.TIEB TYP.COLUMN SPLICE DETAIL BUR LARY INTRUSION NOTES I. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN- THE KNOB LOCK 16 USED THERE SHALL BE AN AUXILIARY BINDLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR &WING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMS, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE W{ -IICN WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED SOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER 5. HINGES ON EXTERIOR OUT BUNGING DOORS SHALL HAVE NON REMOVABLE PINS. 6. JAMB OF ALL EXTERIOR OFFSET TYPE N SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND 114E INTEGRITY OF LOCKS AND LATCHES. 1- VAPOR BARRIER SLIDING GLASS DOOR SILL DETAIL ELEV.. (BE NOTE. FOOTING SIZE AND REINFORCING AS PER FOUNDATION TYPE. GROUT FILL POCKET FE 12 "X12 "X1/2 PLAN) car 2 • 5 CONT. 1 -1/2" RECESS W.W.F. -1/2" -301 ANCHOR CLEAR LUGS ( CCENTRIC) 6" L. STEEL COLUMN AT EXTERIOR 1. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL SE SOLID CORE OF NOT LE66 THAN 1 I/8" THICK 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES - STANDARD 2911 9 VISION PANELS N EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTES- STANDARD 291.1. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN N THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 13033. II. VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. 12. SINGLE SWING EXTERIOR AND SWING DOOR6 CONNECTING LIVING AREAS WITH GARAGE AREA SHALL BE A MIN. 13/8" THICK, SOLID CORE, AND SHALL SE SECURED WITH A LATCH AND SINGLE DEAD BOLT BETS WITH LATCH THROW MIN. OF I/2" AND BOLTS HAVING A MN. OF 1" THROW. 13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 14. ALL LOCKS ON EXTERIOR DOORS &H/ALL BE CAPABLE OF RESISTING A FORCE OF 300 L156. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS BET FORTH IN METRO CODE /SOUTH FLORIDA BUILDING CODE. 1 "X1 "X1/2" W/ 2 -1/2" O STUDS X 4" LONG ('NELSON ") WELDED TO fE P -I COLUMN, SEE COLUMN SCHEDULE TS 3-1/2">G 1/2"X 1/4" GROUT FILLED 12 11 • SIM STONE CONC COL COVERS FOOTNG SIZE AND REINFORCING AS PER FOUNDATION TYPE. BRICK PAVERS WALKWAY PROVIDE COMPACTED SAND BASE GARAGE OHDOOR STUCCO TYPICAL O.H. GARAGE DOOR DETAIL TIE 5 SF.B.G. 2104.2 (C) (3) TI-4E TIE BEAM SHALL BE CONTINUOUS. CONTINUITY OF THE REINFORCING IN STRAIGHT RUNS SHALL BE PROVIDED BY LAPPING SPLICES NOT LESS THAN 18 INCHES. CONTINUITY SHALL BE PROVIDED AT CORNERS BY BENDING TWO BARS FROM EACH DIRECTION AROUND TI-4E CORNER 30 INCHES OR BY ADDING TWO "5 BENT BARS WHICH EXTEND 30 INCHES EACH WAY FROM THE CORNER CONTINUITY AT COLUMNS SHALL BE PROVIDED BY CONTINUING HORIZONTAL REINFORCING THROUGH COLUMNS OR BY BENDING HORIZONTAL REINFORCING IN THE COLUMNS A DISTANCE OF 18 INCHES. PLYWOOD SHEATING NOTES : A GROUND FL. FIN. EL. +0' -0" LA►ilE% MAMMA MI MI C C C C Mil MI MI MI C Mil MII MI MII MII MI FLAT CEMENT TILE OVER (1) LAYER OF 90* SLATE HOT MOPPED OVER (I) LAYER 30* FELT TIN TAGGED OVER 5/8" EXTERIOR GRADE PLYWOOD 3 "x3" 26 GA. GALV. METAL DRIP LAPPED 6" 4 NAILED 81 4" O.G. ON 1x2 P.T. WDNAILER CONT. dik TOP OF BEAM EL. +19 1x4 W. FASCIA ON 2x8 WD. SUB - FASCIA W/2 -16D NAILS TO EA.TRUSS LIGHT TEXTURE STUCCO ON METAL LATH 4 "X16" SCREEN VENT AT 4' - 0" O.C. LIGHT TEXTURED STUCCO ON 8" CONC. BLOCKS PROVIDE I- IORIZONTAL JOINT REINFORCEMENT 41 16 "O.C. EVERY OTHER BLOCK COURSE *8 LADDER TYPE TYP GALV HURR CLIP EA TRUSS SECOND FLOOR FIN. EL.. +10' -4" ONE 8" K.O. BLOCK W/1 * 5 OVER ONE REG. U -BLOCK FILLED UJ/ CONC. CONT. PERIM. 4 2 CORNER BARS 5' LONG 1 111 2 "k6" P.T. W//2" X 4" • 24'" O.C. 6' FROM TOP 4 BOT.OR 3/16 "X3" POWER DRIVEN PING • 9 "C.G. 3" FROM TOP . SOT. N 56 N CONC. FILLED CELL AM NOTH . III iii III II a" OM. WALL 5/8" CDX EXTERIOR PLYUJOOD NAILED WITH *10D- NAILS SPACED 6" O.G. 41 EDGE 6" O.C. INTERIOR TYPICAL 6 4" AT GABLE END. *3� FELT 2" MIN. LAPPED,TIN -CAP 32 GA. X1 5/S" DIAM. NAILED 6 12" O.C. ZO TYPICAL 12 GOO P \lGN O.H. III II - 11111 I 1111 5/8 GYPSUM BOARD ON PREFAB. WOOD TRUSSES P.T. 1 X 2 FIRESTOP INURIR[CANE STRAP "HUGHES" TAPR214 UJ/ 13 -I0D NAILS EA.TRUSS TYPICAL - 1/8" X 14" X 14 GA. 4" EMBEDMENT IN CONC. ONE 8" KO. BLOCK W/1 * 5 4) OVER ONE REG, U -BLOCK FILLED W/ CONC. CONT. 6 PERIM. 4 2 CORNER E3ARS 5' LONG ALUM. FACED PAPER ON INSUL. (R: 4.2) 1/2" 1GYPSUM BOARD ON I "X2" UJOQD FURRINGS AT 24" O.G. 1 /2" PLY ON 0.010 ROSIN PAPER OVER 3 T4 G PLY SUB FLOOR W/ GLUED JOINTS ON ENGR'D FLOOR TRUSSES (I I F.R. ASSEMBLY SFBC TABLE 31 -C *42) 14" 1FLR TRUSSES 6 24" O.C. " 'TYPE 'X' GYP BD CEILING P.T. 3x 8 LEDGER W/ 54 8 " " O.0 P.T. Ix 2 FIRESTOP 1"X4 P.T. WOOD NAILER CONT. (TYP) WOOD BASE BOARD 1" FIBEROUS EXP. JOINT 4" CONCRETE SLAB W /6X6 10/10 W.W.M. ON e0% WELL COMPACTED FILL TREATED FOR TERMITES X 11 ,.JALL SECTION BATT INSUL (R :30) MOISTURE BARRIER (.006 IN. VISQUEEN) 1*5 INERT IN FILLED CELL 6 48" O.C. (MAX) FRO1M FOOTING TO BOND BEAM 30" MIN LAP AT JOINTS (SEE PLAN FOR LOCATION) MONIOLITHIC CONCRETE FOOTING (SEE FOUNDATION PLAN FOR SIZE AND STEEL REINFORCING) 1x4 NAILED TO E TRUSSES 6 6' -0 SCALE: 3/4" : 1' - 0" ENGINEERED 4 APPROVED PRE -FAB WOOD TRUSSES trT 24" O.C. AND INSTALLED A5 PE MANUFACTURES SPECS. OTTOM CHORD OF ' O.C. W/ 2 -Sd NAILS F OOTINGS AND COLUMNS SCHEDULE S ALL SLABS &HALL BE A MINIMUM OF 4 "1HICK (2500 PSI AT 28 DAYS MINIMUM) WITH 6" X 6" - 10/10 W.WM. ON WELL COMPACTED FILL AND WITH A 6 MIL VAPOR BARRIER BETWEEN SLAB AND FILL. GENERAL STRUCTURAL NOTES 2. SOIL STATEMENT: INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE ROCK WITH A BEARING PRESSURE CAPACITY OF 2,000 PSF. IF ANY OTHER CONDITION ARE ENCOUNTERED ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUING WITH WORK 2. TIE BEAM: A. ALL CAST -IN -PLACE CONCRETE TIE BEAM IN THIS JOB SHALL BE REINFORCED WITH 4 • 3 TIES AT 12" O.G. AT THE CORNERS AND At EACH SIDE OF TIE COL. AND AT 48" O.C. ELSEWHERE 3. CONCRETE: A. ALL CAST -IN -PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS OF 3000 P.S.I. B. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -89 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." C. CONCRETE BLOCK WORK SHALL CONFORM TO ALL REQUIREMENTS AND SHALL BE REINFORCED WITH I • 8 LADDER TYPE PORIZ. REINFORCEMENT SPACED EVERY OTHER COURSE. D. ALL MASONRY WALLS ARE DESIGNED AS BEARING WALLS, AND SHALL BE IN PLACE BEFORE SLABS, BEAMS AND COLUMNS ARE POURED. ALL BEARING BLOCK UNITS SHALL CONFORM TO ASTM C 90, "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS," MORTAR SHALL CONFORM TO ASTM C210, TYPE "M ". D -2. GROUT FOR THE CELLS TO BE 3000 PSI MINIMUM "PEA - GRAVEL "CONCRETE 8" SLUMP. MASONRY WALLS SHALL CURE AT LEAST THREE DAYS TO GAIN STRENGTH BEFORE POURING GROUT. D -4. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,THE GROUT SHALL BE STOPPED 1 -1/2" BELOW THE UPPERMOST UNIT. D -5. GROUT SHALL BE POURED IN LIFTS NOT TO EXCEED 8' MAXIMUM. 4. WOOD: WOOD FRAMING MEMBERS OTHER THAN TRUSSES SHALL BE •2 SOUTHERN PINE WITH A FIBER BENDING STRESS OF 1200 PSI. SIZES SHOWN ARE NOMINAL. 5. REINFORCING STEEL: A. REINFORCING STEEL 61-IALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318 -89. e. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615, GRADE 60. C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. D. REINFORCING TO BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. E. ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AT DISCONTINUOUS EDGES. F. ALL BOTTOM BARB SHALL BEAR 6" MINIMUM OVER SUPPORTS, U.ON. 6. MINIMUM CONCRETE OVER REINFORCING± IN. 1. 8. B. CONTINUITY OF THE REINFORCING SHALL BE PROVIDED AT CORNERS BY BENDING TWO (2) BARS FROM EACH DIRECTIONS AROUND THE COMER 30 INCHES OR BY ADDING TWO (2) • 5 BARS WHICH EXTEND 30 INCHES EACH END FROM THE CORNERS. E. PROVIDE 1 -•8 HORIZONTAL JOINT REINFORCEMENT LADDER TYPE s 16" O.C. THE CONTRACTOR SHALL ENSURE THE VERTICAL CONTINUITY OF ALL CELLS TO BE FILLED AND SHALL MANTAIN THOSE CELLS FREE AND CLEAR OF ANY AND ALL DEBRIS TO PROVIDE A CONTINUOUS AND UNOBSTRUCTED WALL CAVITY FOR MAXIMUM HEIGHT OF 12 FEET. ALL VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF THE CELL TO BE GROUtEDMINIMUM LENGTH OF LAP SPICES =48 BAR DIAMETERS TYPE "M" MORTAR 2,500 PSI SHALL BE USED TO PLACE ALL UNITS . CONTRACTOR SHALL PROVIDE CLEANOUT OPENING AT THE BOTTOM OF ALL CELLS TO BE GROUTED AND AT ALL REINFORCING SPLICES LOCATION FOR PROPER VISUAL INSPECTION OF CONTINUOUS CONCRETE FLOWREINFORCED UNITS MASONRY SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR THE DESIGN MO CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND THE PROVISIONS OF ACI 531, "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY ". A. CONCRETE AGAINST AND PERMANENTLY EXPOSED TO EARTH (UNFORMED FACES) 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER (FORMED FACES): A •6 6ARS AND LARGER 2 B. "5 BARS AND SMALLER 1 1/2 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: A SLABS AND WALLS 3/4 B. BEAMS AND COLUMNS 1 1/2 STRUCTURAL STEEL: A STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION FOR STRUCTURAL STEEL BUILDINGS," LATEST EDITION. B. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A 36. C. ANCHOR BOLTS SHALL CONFORM TO ASTM A 301. D. BOLTS SHALL CONFORM TO ASTM A 301. E. STRUCTURAL STEEL TUBE COLUMNS SHALL CONFORM TO ASTM A 590, GRADE B, FY= 46 K81. WELDING: A. WELDING SHALL BE DONE WITH E -10 ELECTRODES. 9. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES AFFECTING NEW CONSTRUCTION PRIOR TO COMMENCING ANY WORK ANY VARIATIONS IN ACTUAL FIELD CONDITIONS/DIMENSIONS FROM THOSE SHOWN ON THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR DETERMINING THE NEED OF REDESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP OR WORKING DRAWINGS FOR REVIEW. 10. SUBMITTALS TO STRUCTURAL ENGINEER: A. REINFORCING STEEL SHOP DRAWINGS. B. TRUSSES SHOP DRAWINGS AND DESIGN DATA. C. STRUCTURAL STEEL SHOP DRAWINGS. MINIMUM CLEAR COVER, II. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES, INCLUDING THE SOUTH FLORIDA BUILDING CODE, LATEST EDITION. S av a�L Architects 1091 Shotgun Rd. Ft. Lauderdale, FL 33326-1911 (954) 424 -4451 FAX 413 -8030 Marc Steven Saval AR 11119 0 (1) N 4 Q) Q 31 0 U1 Shores, Florida Set Date: REYISIOf'1S: Date: 2/E3/99 1. Drawn By: MSS 2. Approved By: m55 3. No. 4. 5. 6. 1. Total Sheets: g or 12 r7 Project No: 98 -124 Date: 2/E3/99 Approved By: MSS Drawn By: MSS Checked By: MSS Approved By: m55 S heet No. 1 of Total Sheets: g or 12 FAN L_J O SD 0 TV =G"Rf LW. WALL SWITCH 15A, 125 V 0 3 WALL SWITCH ( 3,4 WAY) ISA, 115 v C DUPLEX RECEPTABLE 15 A, 115 V 240V RECEPTABLE INCANDESCENT LIGHTING FIXTURE - ht WALL BRACKET LIGHT (HT above FF) • FAN/ LIGHT FIXTURE `FAN/ LT 'J' BOX - PREWIRED FOR FAN HI -HAT LIGHTING FIXTURE HI -HAT (MINI) LIGHTING FIXTURE JUNCTION BOX SMOKE DETECTOR SPEAKER LOCATION (F'FEWIRED Ill/ TAILS) T.V. OUTLET PHONE OUTLET COMPUTER MODEM OUTLET WINTER _1 DISCONNECTING SWITCH ELECTRICAL METER ELECTRICAL PANEL SPOTLIGHT A -28- 1 A -28 L SPOTLIGHT /_ u --T t TO SWITCH BELOW k 64-14 FAN A -14 Dgc • A -I4 = A -28 SPOTLIGHT TO SWITCH BELOW B -0 (0 LIGHTING IN CABINET (VERIFY IN FIELD) 2ncl I I IR ELECTIRICAI PLAN A -11 1 TO SPOTLIGHT TO 51.1J IN FOYER SCALE: 1/4" = 11 -011 286S 5C EUJI-i 50 GAL A -14 FAN A -19 2- 2080 BE B -14 p - ALA 5 -25 CU -2 TO SPOTLIGHT disc. A-4, Ha� ,4 A -25 9, A -25 Lv 5 -361 L O J `?30 11 - r A -20 r., 26$0 nl A -25 11J -1 -1 111 ■1`• ; • 1 ; !1 A -25 - A -21 16010 GAR DR A -25 A -22 �- a 2¢ L J NNp TER LTG A 24 ovENiM � 1 R0 L O - - -OJ I I— r6i J DUI A -3I REFRIG 6 -14 A -14 ° FAN 8' -a' / 4' -2' DI5 A24 S DIM S � A -24 COOKTOF W/ HOOD D IN ATTIC L A -21J A -22 TO POT SHELF OUTLET DISP 6-12 4 -22 LJ / A -25 8010 GAR DR ■ A -24 a I Ifii1 -L / CHAND. B11 -14 6 -14 rt Lv h ■1 // \ - - --\ \\ 6 -16 1 1 . B -14 I \\ I I I I \1 _ \-- ----_/ 6 -16 A -25 tx 0 2 / . - / /X32 — - -14 LQ I I 6 -39,41 SPOTLIGHT A -28 POOL LITE A -30 TO EXT 5ITE LT5 - REM. To GARAGE COACH LTS I I 1 16 -32 / B -32 I \ CLOI OJ/ / T 6 -25 \\ 6 -26 \ B 6 -23 _J 1 6 -23 5 -25 so `� rO 2 880 NC SST FLOOR ELECT F1 AN TO SWITCH IN FOYER 4 PHOTO CELL WP GF A -28 SPOTLIGHT disc. 'ACCESS DOOR SCALE: 1/4" = 1 -0" A -28 SPOTLIGHT Sava1 Architects 1091 Shotgun Rd. Ft. Lauderdale, FL 33326-1911 (954) 424 -4451 PAX 413-8030 Marc Steven 5aval AR 11119 1� w c o u cf) 44 1 t Q � O VL ") T.4 W › ; Q N 1 0 r O N m M t r 4 CC 4 O - C LL W N J „ < z CL C a. N z 4 f — > ; 4 x O W • 11 Y M O J • < I I ' 0 0 ."1 Z W' CC r CO o Q Ind v &• I Q� • ZZ Zm 160: 10 r x n ••■ I . tiln n ara..+w1 ne. 96-110 •PNf S of 6 •'!I.I9 4 N 91 04122[14 I.�•�" dr.vn by 1 1 A.2 MOTCa J MC) (d.dgi Dy 1fcft•ck.d OI^ vac ' vac It 4 r x 2' Y Y x x " x O,OSS" 6063 -T6 ALUM. TUBE 2 a S' FASTENER, SEI ANCHOR SC}I(DVLE REFLRE)KE CONNECTION - TYPB 1• IxnnHO coNCxs1E, HOLLOW *coax. oa W000 FRA1•1011 MU ANCHOR SOOIOULE BASED ON TYPE/ OP STRUCTURE) —7 z O HEADER MOUNT DETAIL SCALE : 3" s T -0" 1/4 - 0 MACHINE BOLT •6 "O.C. xYx.013" STUOOEO ANGLE NOT& T11)$ OCTAL MAY BE USED AT TOP OR BOTTOM Or PANCL, 1/2" MAX. X 4 F N y J h • r .1( Z r J 4 1 W Z • Z & 00 N ▪ • Z 't y N ® r x 2" ALUM. TUBE BUILD -OUT sEAulr. -o- h A IT- x2 a r * 0.0SS' 6043 -T6 ALUM. TU61 Y a4" 2" aS" Y FASTENER, SIC ANCHOR SCHEDULE REFERENCE CONNECTION 'TYRE r 13 CONT. 1/4" MAX. 4 1- • N 1 r • J Z ►- J 4 4 W a 00 2" x2'x.013' STUDDED ANGLE x 2" x S" 6063 -16 ANGLE EI 1/4' x 3/4' TEX SCREWS OR 1/4 -20 SOLT AND NOT • 12' 0.C. STAGGERED ITYP. TOP ANO BOTTOM — 1 \ CONT. FASTENER. SEE ANCHOR \ SCHEDULE REFERENCE CONNECTION 'TYPE Y EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR I SCHEDULE BASED ON TYPE OF STRUCTURE) L 1 /4.20 MACHINE BOLT L WINGNUT •12'O.C. OR' 6' 0.0 FOR PANEL LENGTHS GREATER THAN 100'. ITYP. TOP & BOTTOM) 1 -1/2' M01., 1/4 "-2O STUO & / WINGNUT, PANEL / PANEL TO ANGLE CONNECTION 12' O.C. ALT. TRAP MOUNT DETAIL Z SCALE 13" x 1' -0" 2 - 1/2' O (COI T. • M1N. — EXISTANG CONCRETE, HOLLOW SLOOC.OA W000 FRAMi1G (SEE ANCHOR SCHEDULE SASED ON TYPE OF STRUCTURE) NON- STRUCTURAL NOTE/ THIS DETAIL MAY Bt USED AT TOP OR BOTTOM OF PANEL. STORM PANEL BUILD -OUT SCALE 1 r • r -0' 1/4'0 BAWL CALK -IN ? 4' 0.C. W/ 7/1" MN, EMNEO. IN CONC. OR HOLLOW BIOCX 1` 1/4 -20 MACHNI BOLT & WINGNUT • /2' 0.C. OR w6' 0.0 FOR PANEL LENGTHS GREATER THAN 104". ITYP. TOP & BOTTOM) L ® 2" x 2" x .093" STUO ANGLE APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE _ 19 DATE BY PRODUCT CON ROL DIV1SION BUILDING COCE CGMPLA CE OfFICE ACCEPTA.INC£ NO. _ s g ' 1 1 1 0 ' 0 3 • - • • 1 -C 0 a vJ. : ?FOCESS lsl CIF ELECTRICAL LOAD CALCULATIONS ITEM PANEL - A PANEL - B SERVICE SQ. FT. PER PANEL 2216 2400 TOTAL.: 4616 GEN PURPOSE (e 3W / SF.) 6828 1200 6. SMALL APPLIANCES 3000 3000 (4000) REFRIGERATOR (NON- CONCURRENT) 1500 WATER HEATER *2 FREEZER 4500 1200 DISHWASHER DRYER 1200 5000 WASHER 1500 FREEZER DRYER 1200 5000 WATER HEATERS 4500 4500 55 GAL DISPOSAL 150 DISHWASHER COOKTOP W/ HOOD 1200 6000 MICRO /OVEN COMBO 6000 1P -20 150 G.F.I. BATHS 1500/ C IR 2000 WASHER SPRINKLER PUMP 1500 *12 ( 3W/ S.F. ) DED CIR/ MEDIA SMALL APP. 2950 3000 POOL PUMP 4 SPA 12000 B -15,11 GF.I. EXTERIOR SPA HEATER 5000 *12 CEILING FANS G.P.I. EXT. 3000 1350 * 14 GAR DR OPENER 150 GEN LTG 4 RECEP IP -15 CONNECTED LOAD /LE89 A/C) 40,518 38,150 B -34 10 KW s 100% 10,000 10,000 *14 RE51• a 40% 12,231 11,260 1P -15 A/c or HTNG g 100% 10,000 10,000 8 - 36,38 DEMAND LOAD UJATTS 32,231w 31,260w * 12 DIVIDE BY 230 V / 230V / 230y 2P -40 SERVICE SIZE (REQ'D) 140A 135A B -40,42 PANEL SIZE (PROVIDED) 1504 1504 2- 150 A 120/240V PANEL "E3" 1504 MLA. 1 PH, 3W FLUSH MTO CKT. NO. DESCRIPTION cis TRIP LOAD c E REMARKS 8 -1,3 AHU *2 (10KW H.S.) 2P -60 10000 * 6 6. B -2,4 A/C COND. *2 2P -30 (4000) * 10 (NON- CONCURRENT) B -5,1 WATER HEATER *2 2P -30 4500 * 10 13 -60 DRYER 2P -30 5000 * 8 B -9 FREEZER IP -20 1200 *12 B-10 REFRIGERATOR 1P -20 1500 *12 1B-I1 DISHWASHER IP -20 1200 * 12 8 -12 DISPOSAL 1P -20 150 *12 1500/ C IR 8 -13 WASHER 1P -20 1500 *12 ( 3W/ S.F. ) 8 -14,16 SMALL APP. 1P -20 3000 * 12 ( 3W/ SF. ) B -15,11 GF.I. EXTERIOR IP -20 1350 *12 6 -18 -32 GEN LTG 4 RECEP 1P -15 3600 * 14 ( 3W/ S.F. ) 8 -19 -33 GEN LTG 4 RECEP IP -15 3600 *14 ( 3W/ S.F. ) B -34 MEDIA CENTER IP -15 150 *14 B -35,31 DED. RECEPT. 1P -15 2200 *14 8 - 36,38 GF.I. 6 BATHS IP -20 2000 * 12 B -33,41 COOKTOP W/ HOOD 2P -40 6000 * S B -40,42 SPARES DEMAND LOAD TOTAL: 48,150 UJ 120/240V PANEL "4" 1504 MLA. 1 PH, 3W FLUSH MTO CKT. No. DESCRIPTION cis TRIP LOAD WIRE REMARKS A -1,3 AHU *1 (10KW H.S.) 2P -60 10000 * 6 6. A -2,4 A/C COND. *1 2P -30 (4000) * 10 (NON- CONCURRENT) A -5,1 SPRINKLER PUMP 2P -20 1500 * 10 4 -6,8 OVEN/ MICRO 2P -40 6000 * 8 A -9,11 WATER HEATER *1 2P -30 4500 *10 A -10,12 SPA HEATER 2�� 5000 * 8 A -13,15 POOL PUMP 4 SPA 2P -30 3000 * 10 A -14,16 CEILING FANS IP -15 3000 * 14 1500/ C IR A -11 -25 GEN LTG 4 RECEP IP -15 2900 * 14 ( 3W/ S.F. ) A -1S -26 GEN LTG 4 RECEP 1P -15 2818 *14 ( 3W/ SF. ) A -21 GAR DR OPENER IP -15 150 * 14 A -28 FLOOD LIGHTS 1P -15 150 * 14 A -29,31 SMALL APP. 1P -20 3000 * 12 A -30 POOL LIGHT 1P -20 300 * 12 A -33 ALARM IP -15 300 * 14 A -32 -38 SPACES A -35 -41 SPACES A -40,42 SPARES DEMAND LOAD TOTAL: 50,51e UJ Revisions: Date: 2/S/99 1. Drawn By: MSS 2. Approved By: MS5 3. No. 4. 5. 2 6. of 2 1. [VO ProJect No: gS -124 Date: 2/S/99 Approved By: MSS Drawn By: MSS Checked By: MSS Approved By: MS5 Sheet No. 2 of 2 Total &haste: 10 of 12 ELECTRICAL METER 300 A LOAD 2' CONDUIT TO — POWER COMPANY 2 -150 AMP. DISC. IN METER CABINET W/ 6' RT. GUTTER 150 A DISC 'A' 150 A DISC ' B ' I * 2 THHN - 3/4' GND. ELECT1C4L r z 150 A PNL 'A' UNDER SLAB 150 A PNL 'B' 3 0 1 THHN N 1 1/2' C CONCRETE - ENCASED ELECTRODE: AN ELECTRODE ENCASED BY AT LEAST 2' OF CONCRETE LOCATE WITHIN AND NEAR TO THE BOTTOM OF A CONCRETE FOUNDATION OF FOOTING THAT IS N DIRECT W/ CONTACT THE EARTH CONSISTINNG OF AT LEAST 20' OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2' DIAMETER OR CONSISTING OF AT LEAST 20' OF BAR COPPER CONDUCTOR N.T.S. ELECTiCAL LGD. WALL SWITCH 154, 125 v WALL SWITCH ( 3,4 WAY) 154, 115 V k: DUPLEX RECEPTABLE 15 A, 115 V 240v RECEPTABLE INCANDESCENT LIGHTING FIXTURE WALL BRACKET LIGHT (HT above FF) 0 3 " 0 — -{ }- ht • FAN/ LIGHT FIXTURE I \ Tv FAN/ LT ELECTRICAL NOTE S 'J' BOX - PREWIRED FOR FAN HI -HAT LIGHTING FIXTURE HI -HAT (MINI) LIGHTING FIXTURE JUNCTION BOX SMOKE DETECTOR SPEAKER LOCATION (F EWIRED UJ/ TAILS) T.V. OUTLET PHONE OUTLET COMPUTER MODEM OUTLET CO - 1PUTER 1 DISCONNECTING SWITCH ELECTRICAL METER ELECTRICAL PANEL 1. ALL. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES. 2. COORDINATE ELECTRICAL SERVICE UJ/FLORIDA POWER AND LIGHT COMPANY. 3. ALL TELEPHONE RELATED EQUIPMENT PER TELEPHONE COMPANY SPECIFICATIONS. 4. ELECTRICAL INSTALLATION DESIGN OF TI-41S PLAN IN IN COM- PLIANCE AS SET FORTH BY STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES. 5. THE CONTRACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR HIMSELF PRIOR TO SUBMISSION OF BID EXISTING CONDITIONS. 6. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IT WILL BE HIS RESPONSIBILITY TO SECURE AND PAY FOR ANY PERMITS, CERTICATES OF INSPECTION, AS REQUIRED. 1. SUBSTITUTE MATERIALS EQUIPMENT OR METHODS SHALL NOT BE MADE WITHOUT APPROVAL OF THE ENGINEER IF THE USE OF A SUBSTITUTE REQUIRES ANY CHANGE IN WORK. THE NECESSARY FOR SUCH CHANGE WILL BE BROUGHT TO THE ATTENTION OF THE ENGI- NEER AND IF APPROVED, SHALL BE MADE AT NO COST TO THE OWNER 8. CLEAN UP SUCH TRASH AND DEBRIS GENERATED BY THE WORK AND LEAVE COMPLETED WORK IN A CLEAN, UNDAMAGED, AND FINISHED CONDITION READY TO RECEIVE WITHOUT FURTHER PREPARATION, UNLESS 50 SPECIFIED IN OTHER SECTIONS, ANY ADJACENT OR ABUTTING WORK TO BE PERFORMED BY OTHERS. a MATERIALS, APPLIANCES, DEVICES AND EQUIPMENT SHALL MEET WITH THE REQUIREMENTS OF UNDERWRITERS' LABORATORIES AND SHALL BE NEW AND THE LATEST STANDARD PRODUCTS OF MANUFAC- TURERS REGULARLY ENGAGED IN THE PRODUCTION OF TI-4E ITEM, UNLESS OTHERWISE INDICATED. LIKE ITEMS SHALL BE THE PRO- DUCT OF A SINGLE MANUFACTURER 10. ALL CONDUCTORS SHALL BE COPPER AND RUN IN CONDUIT. WIRE SIZE SHALL BE THWN UNLESS OTHERWISE NOTED ON PLANS. PROVIDE GROUND CONDUCTOR PER NEC 250 -95. 13. A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON ORIGINAL CONTRACT DRAWINGS. CON- TRACTOR 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 T14I9 CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. HACK CIRCUIT BR.EAKERS MAY BE USED IN PLACE OF FUSES. USE NON - AUTOMATIC SWITCH FOR A/C COND. DISCONNECT. A1-4U TO HAVE BUILT -IN DISCONNECT (COMPLY MEC 110 -16) 14. SMOKE DETECTORS: SHALL BE HARD WIRED (110V) CONNECTED TO A NON - SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AS PER SFBC 4501.5 AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF A G.F.I. CIRCUIT 4 SHALL HAVE A SELF CONTAINED BATTERY BACK -UP. TI-4E SMOKE DETECTOR SHALL HAVE A VISIBLE POWER ON INDICATOR AND A TEST BUTTON. THE DEVICE SHALL HAVE A MIN RATING OF 85 DBA AT A DISTANCE OF 10 FT. THE DETECTORS SHALL BE WIRED TO SOUND SIMULTANEOUSLY. 15. RANGE AND DRYER SHALL HAVE BOTH NEUTRAL 4 GROUNDING WIRE PER NBC 250 -60 16. APPLIANCES LOAD ARE SHOUN AS MAXIMUM TO BE INSTALLED WIRES TO BE SIZED ACCORDING TO NAME PLATE DATA. IT SHALL BE PERMISSIBLE TO CHANGE CKT. NO. WITHOUT CHANGING QUANTITY OF CIRCUITS S aval Architects 1091 shotgun Rd. Ft. Lauderdale, FL 33326-1911 (954) 424 -4451 PAX 413-13030 Marc Steven Sava' AR 11119 4:0 W � Permit Set Date: SPLIT SYSTEM SCHEDULE UNIT NO. 142 TOTAL. CAPACITY BTU /HR 43,611 SENS CAPACITY BTU /HR 43,000 CFM SUPPLY 1,600 GPM 0 /AIR - HEATER KLU 10 ESP-IN LUG. 030 TEMP. AIR ENT. COIL DB/LUB 80/t6 C.U. FLA 25.1 VOLTAGE 1 -60 -240 MANUFACTURER RHEEM AI-1U MODEL - ZONE•( RCGA -24A1 C.U. MODEL - ZONE") RAMA018JAZ AHU MODEL- ZONE'2 RCGA -60A1 G.U. MODEL- ZONE•2 RAMA060JAZ SEER/EER 12.0 LIQUID /SUCTION SIZE -IN 3/8'- 3/4' NUTONE 50 CFM EF 10 X8 CD 150 CFM 6X6 CD 50 CFM T Cx� 20'43 ON TO FIRST FLR 4'4 j I 6X6CD 70 CFM NUTONE 50 CFM 4 EF 14 X 8 CD 115 CFM / 8 "4 r 14X8CD 1 8 '4 1 1 1 115 CFM I 1 4'4 12'4 \ 20'4\ 12 X 6 CD 150 CFM N 14 X 8 CD 250 CFM R/A GRIL 1 i 2 8'4) 14 X 8 CD 200 GPM i 14 X 8 CD 250 CFM an 4 MAGI I SECQN I I .00R PLAN T 14X8CD 200 GPM SCALE: 1/4 I COND.DRAIN 6' ABOVE GRADE 5 DRAIN 4 REFRfG LINES UNDER SLAB 3/8' LIQUID, 3/4' SUCTION LU/ 5/8' x1/2' RUBATEX INSULATION I (\s * ' eA ter, (J' k d 4' DRYER VENT TRNU WALL A/C COMP "I. 2880 SC TI 1U Ti 11 NUTONE 1 50 CFM 4 EF NOTE: TABLE ABOVE IS FOR REFERENCE PURPOSE. SEE ENCLOSED MANUAL 'J' CALCULATIONS FOR SPECIFIED MECHANICAL EQUIPMENT AND LOAD CALCS (MANUAL 'J' CALCULATIONS SUPERSCEEDS TABLE NOTES.) R 6 50 GEM rxl 12 X6 CD 150 CFM y 12 X6 CD 150 CFM IS'O DN FROM SECOND FLR DRAIN 4 REFRIG LINES UP TO SECOND FLOOR i \ 8'4 12 "m 8X6 CD 100 CFM 14 X 8 CD 250 CFM T 1 " 1 \ (SEE 2ND FLR) � 14 & CD 200 CFM f� — II I /< I EXHAUST TRHU ROOF 00 rxa y 12 X 6 CD 150 CFM 14 X 8 CD 250 GFM 8'4; L T 14X8CD 200 CFM z 1i.- X- 8cram- - - - - -_\ /200 GPM \ I� \ I \ " 1 1 `\ 84 I I ` c > 14 L\ XSCD \ 20 GFM 1 \ ` N _ 8 "4 1 \Ke CONDENSING UNIT CONCRETE BASE — 12 "4 10" 14 X 8 CD 200 CFM LIQUID AND SUCTION LINE W/O INSULATION r (/ L J 6X6CD 60 CFM r )( 14 6X6 CD 60 CFM / / - - 1 / / / / / / / J POWER 1 CONTROL CONNECTIONS 8'4 "SCI 14N104L I L00 PLAN 18" 12 X6 CD 150 CFM 7 6 60 CFM CONDENSING UNIT MOUNTING DETAIL N.T.S. T •2 SCALE: 1/4" 11-0" 12 X6 CD DRAIN t REFRfG LINES UNDER SLAB 3/8' L f QU I D, 3/4' SUCT f ON 111/ 5/8' x 1/2' RUBATEX INSULATION A/C COMP "2 COND.DRAIN 6' ABOVE GRADE. i 'j P ✓e- rn) S ava1 Architect: 10 Shotgun Rd. Ft. Lauderdale, Fl 33326-1911 RevISIOf1S: 2. 3. 4. 5. 6 . z nn (954) 424 -4451 F4X 413-8030 Marc Steven 5aval AIR 11119 Date: Drawn By: C By: W z ProJect No: 98 -124 Approved By: MSS MSS Approved By: MSS Sheet No. of • 2/E3/99 MSS 1 Total Sheath: 11 of 12 FLUME) INC FIXTURE SCHEDULE SYMBOL FIXTURE TYPE TR4F C.W. N.W. DESCRIPT ® WATER CLOSET 3' liz' - 4,500 W C5 LAVATORY 1 1/2' 1/2' 1/2' 1 -60 -240 BATH TUB 1 1/2' 1/2' >CK SHOWER 2' 1/2' 1 /2' Ii KITCHEN SINK I1/21 11/ I' • w/ GARBAGE DISPOSAL y DISHWASHER _ 1, DISCHARGE INTO GARBAGE DISPOSAL UNIT. WASHER 2' 1 / 2 1 11/2 • ❑ ELECTIRIC LUATER -E4Ti E SC -EDULE UNIT DESIGNATION WATER HEATER MANUFACTURER RHE EM MODEL No. 81VR 5257 GALLONS CAPACITY 50 SERVICE TEMPERATURE 140' UPPER ELEMENT 4,500 W LOWER ELEMENT 45 00 UJ • TOTAL WATTS 4,500 W • ELECT. SERVICE AVAILABLE 1 -60 -240 LOCATION GARAGE REMARKS : • NON SIMULTANEOUS WIRING EF= .89 REQ'D Revisions: 1. Approved By: M 2. Checked By: MSS 3. Sheet No. F 1 of 4. Total Sheet6: 12 or 12 5. 6. I. NI Project No: 98 -124 Date: 2/8/99 Approved By: M Drawn By: MSS Checked By: MSS Approved 8y: M55 Sheet No. F 1 of 1 Total Sheet6: 12 or 12 2' VTR 2ND 2' VTR 03' DOWN 1 +1 2' VTR 3' DOWN OCR Fl l lfl 5ING 1 AN TUe N T.S. 2'Vtl )2'VTR GATE VALVE ELECTRIC WATER HEATE WITH 5-YEAR WARRANTY, GLASS LINED TANK, DOUBLE ELEMENT NON - CONCURRENT ENERGY EFFICIENT INSULATION MEETING ASHRAE 90A -1900 MINIMUM INSULATION R -I6 4' DEEP DRAM PAN (U.4-10 INSTALLED ABOVE lit FLRJ DRAM VALVE COLD WATER �T 2'0 4' TO SEPTIC TANK 1C0 • I /S' / FT SLOPE (MIN) PLUMBING RISER NOTE: ALL WATER CLOSETS, LAVATORIES, SHOWER HEAD AND S!NKS SHALL COMPLY WITH TABLE 46 -R2 OF THE SFBC (LATEST EDITION) 3 'VTR 3/4' 3'0 3'0 ON FROM 2ND FLOOR 3'0 NO SCALE H0T WATER SUPPLY Q�E '...**6.3/4' TSID RELIEF BUILDING SPILL 6' ABOVE FMISHED GROUND Meta PRESSURE 4 TEMPERATURE RELIEF VALVE ! RELIEF PIPE TO HAVE AN OPEN END TO DRAM OUTSIDE OF BLDG. 6' ASV. GR. ELECTIRIC W4TEIR I-4P,4TER DETAIL 880 SC T II II CO BF 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 T - 1 J CO 3' DRAIN 3' i�. J c\ 2' VTR CO _\ (/ 3' \) I I I 4' 1 A. \ \- — — — -/ / \ / JL 2 2 FLU / / — — 1 / / / / / L J T1 TO SEPTIC TANK (SEE SHEET Al FOR SIZE 4 LOCATION) 5NG I .00' FLAN SC,4L.E: 1 /4'I = 1 1 _ 2' VTR 2' VTR S aval Architects 1091 Shotgun Rd. Ft. Lauderdale, PL 33326-1911 (954) 424 -4451 FAX 413-8030 Marc Steven Saval AR 11119 .rd Shores, Florida FASTENER MAXIIAUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REOUIRWD FOR VARIOUS EXISTING 1 STRUCTURE I T ANCHOR TYPE LOAD' (W) PSF MAX. (SEE NOTE 1) G EgE1546S CE ' MIN.,3• EDGE DISTANCE SPAN UP TO ( .5N 1` ) SP > N UP TO ( 1 SP UP TO � 7> t 1) SPANS UP TO 5• - (SEE NOTE S 1) SPANS UP TO 7' -E (SEE NOTE 1) SPANS UP TO 10'-6 " (SEE NOTE 1) CONNECTION �� 2 TYPE 3 4 5 CONNECTION ./ . TYPE 2 1 3 4 5 CONNECTION ,0 TYPE 2 3 4 . 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION . 1! 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONCRETE 1 - 3 0.*4. tllll!Illl 1llllllllill >. Ilir • ITW TAPCON 4" MIN. EMBEDMENT 3,000 P.81 =cam) 48.0 12 12 . 12 1 12 . 12 12 12 12 12 11 12 9 10 12 8 12 12 12 12 12 12 12 I 12 I 12 12 12 11 12 12 9 62.0 12 12 12 12 12 12 11 11 12 9 12 8 9 12 7 12 12 12 12 12 12 12 12 12 10 12 9 12 12 8 72.0 12 12 12 12 10 12 8 9 12 7 12 8 9 12 7 12 12 12 12 12 12 9 12 12 8 12 9 12 12 8 _92.0 12 9 10 12 8 12 8 9 12 7 12 8 9 12 7 12 10 12 12 9 12 9 12 12 8 12 9 12 12 8 200.0 12 8 9 12 7 12 8 9 12 7 12 8 9 12 7 12 9 12 12 8 12 9 12 12 8 12 9 12 12 8 * a ® * , 1/4 "111 ELCO MALE/ FEMALE - PANELMATE' W/ 1 - 1/4 MIN. EMBEDMENT s 1/4 - 20 SIDEWALK BOLT ( 11,DO0 Psi CANcarrE) 48.0 1212 72.0 12 12 7 12 128 12 12 5 12 4 6 12 4 12 12 12 12 8 12 12 ■ 12 6 12 4. 7 12 4 6 2.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 5 8 12 4 12 4 6 12 3 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 5 12 4 6 12 4 12 4 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12 3 12 4 6 12 3 200.0 11 4 5 11 3 11 4 5 11 3 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 * C c � di 1/4"• POWERS CALK W/ 7/8" EMBEDMENT Er 1/4 - 20 STAINLESS STEEL MACHINE SCREW (AiN. 3,00(1 P.S.L CONCMTF) - IN 4 8.0 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 624 ! I 12 12 12 12 44' 11 9 12 9 AA' 8 8 12 7 12 12 12 12 12 14 12 12 12 11 12 10 12 12 9 72.0 12 12 11 12 11 12 8 8 12 8 12 8 8 12 7 12 12 12 12 12 12 10 12 12 10 12 10 12 12 9 92.0 12 9 9 12 8 12 8 8 12 7 12 8 8 12 7 12 12 12 12 10 12 10 12 12 9 12 10 12 12 9 200.0 12 8 8 12 7 12 8 8 12 7 12 8 8 12 7 12 10 12 12 9 12 10 12 12 9 12 10 12 12 9 48.0 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 12 12 12 12 9 12 12 12 12 6 12 5 8 12 4 ) 62.0 12 12 10 12 6 12 5 7 12 4 11 4 6 11 3 12 12 12 12 7 12 6 9 12 5 12 4 8 12 4 t 1/4 "10 ZAMAC NAIL - IN MIN. E1•MEOMENT (MIN. 3,000 POWERS W/ 1 - 1/8" P.9.1 CONCRETE) 72.0 12 8 9 12 5 12 4 6 12 3 11 4 6 11 3 12 10 11 12 6 12 4 8 12 4 12 4 8 12 4 92.0 12 4 7 12 4 11 4 6 11 3 11 4 6 11 3 12 5 8 12 4 12 4 8 12 4 12 4 8 12 4 200.0 11 4 6 11 3 11 4 6 11 3 11 4 6 11 3 12 4 8 12 4 12 4 8 12 4 12 4 8 12 4 Sj * [ _ 1/4"• DYNABOLT ANCHOR Mk 3 48.0 12 12 12 12 11 12 12 10 12 8 12 6 7 12 6 12 12 12 12 12 12 12 12 12 10 12 8 12 12 7 1 62.0 12 12 11 12 8 12 8 8 12 6 12 5 7 12 5 12 12 12 12 11 12 10 12 12 8 12 7 11 12 6 TW RED HEAD SLEEVE W/1 - 1/8" MIN. EMBED. PAL CONCRETE) 72.0 12 12 9 12 7 12 6 7 12 5 12 5 7 12 5 12 12 12 12 9 12 7 11 12 7 12 7 11 12 6 92.0 12 6 7 12 6 12 5 7 12 5 12 5 7 12 5 12 8 12 12 7 12 7 11 12 6 12 7 11 12 6 200.0 12 5 7 12 5 12 5 7 12 5 12 5 7 12 5 12 7 11 12 6 12 7 11 12 6 12 11 7 4 11 6 12 11 6 3 48.0 12 12 12 12 7 12 10 9 12 5 11 4 6 11 3 12 12 12 12 7 12 10 9 12 5 � 1111 � 11 �� 11 1/4 "0 ASHLEY QUICK - SET SCREW WITH 1 - 1/4" MIN. EMBEDMENT 3,000 P.31 CONCRETE) _ " + 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 MK '72.0 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 1. 10 3 6 10 3 10 3 6 10 3 92.0 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 200.0 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 SIDEWALK mecum 1/ DROP MEAD) MIN 48.0 12 12 12 12 12 12 12 12 12 12 12 12 9 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 - POWERS - IN s 1/4 BOLT (3/4 W/ 1 CMBCDMENT Psi. ocNc 62.0 12 12 12 12 12 12 12 10 12 11 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 - 2o "• 72.0 12 12 12 12 12 12 11 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 92.0 12 12 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 1�2 11�'{�{i� 1� 1 •l,6 0 611 '" 2 a 12 , TE) 200.0 12 10 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 F ASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESKIN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOA PSF MAX. (SEE NOTE 1) MIN. 314" EDGE DISTANCE SPANS UP TO 5' - 6' (SEE NOTE 1) SPANS UP TO 7' - 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000 - 48.0 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 11 1 I sta. 1/4"0 w000 LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 62.0 12 12 9 12 12 12 11 6 12 9 12 8 5 12 7 72.0 12 12 7 12 10 12 8 5 12 7 12 8 5 12 7 92.0 12 9 6 12 8 12 8 5 12 7 12 8 5 12 7 200.0 12 8 5 12 7 12 8 5 12 7 12 8 5 12 7 48.0 12 12+ 12 8 12 12'j12 i'! • r,•' 1 12 12 5 4 3 12 11 11 4 4 4 : ,12 . ; , 11 11 4 3 3 * ^,`1 �,,,� 7/16" 0.D. BRASS BUSHING W/ 7/8" MIN. PENETRATION & 1/4 - 20 MACHINE SCREW 62.0 12 12, 12 6 12 12 5 4 72.0 12 8 / ' " 12 5 92.0 12 4 , ,. 12 4 11 4 , . /.. , 11 3 11 4 . 11 3 200.0 11 4 , .• i;• 11 3 11 4 / - /� , 11 3 11 / / 10� 11 3 * mof * 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" w/1-7/13 MIN. PENETRATION & 1/4 -20 SIDEWALK BOLT 48.0 12 12 12 12 12 12 12 12 12 12 12 10 12 9 62.0 12 12 12 12 12 12 12 11 12 10 12 9 9 12 8 72.0 12 12 12 12 12 12 9 10 12 8 12 9 9 12 8 92.0 12 10 10 12 9 12 9 9 12 8 12 9 9 12 8 200.0 12 9 9 12 8 12 9 9 12 8 12 9 9 12 8 09 99 15:38 DAT BY _ PRODUCT CO, " 'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 S - 1 1 ( 0 • 0-3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO AOEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. T410.0ESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT ( 6" 0.C. OR 12" 0.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. 11.144-20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF' l KEYHOLE WASHERS ARE USED. c 0 •; t. V 0 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN r-� BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER : IPRosfz wp' HEAD (SIDEWALK BOLT), U.O.N. • 5' r,•Fl ri pE•0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ; AS HOT20 it dristol by IiC • 0 by '. chschsd 01 vac, vac, droving no. 96-110 shoal 6 of II ,• FASTENER MAXP4UM SPACPJG ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REOU1RED FDA VARIOUS 3Nft1O(11118 ONLL8DC3 1 1 ANCHOR TYPE 48.0 O LLX l 0 � 03 a a ' - s MIN. EDGE DISTANCE MIN. 3' EDGE DISTANCE . N S tr/F0 �� ( ) SPA NCT pi T O ) SQA�S U ,.1 0 ' Or ( ) TO SPAN UP 6" 5' (S OTE 1) NS U 6 .. P � TO I 7' (SEE NOTE 1) SPANS 10 . UP 6.. TO (SEE NOTE 1) CONNECTION i ' 12 2 12 TYPE 3 9 4 12 5 5 CONNECTION // 12 ?V....3 8 TYPE 7 4 12 3 CONNECTION 4 8 2 3 TYPE 3 5 4 8 5 ✓� . CONNECTION 1 12 2 12 TYPE 3 11 4 12 5 6 CONNECTION 1 12 2 9 TYPE 3 8 4 5 12 4 CONNECTION 1 9 2 36 TYPE 3 45 9 3 U 0 Z o 3 O /.I1111N11{1111111111Q11fl1 in 1/4 - • ITW TAPCON W/ 1 - 1/4 - MIN. EMBEDMENT 6 2.0 .'di_ 7 12 4 79 - 76., 5 9 3 7 f, 4 7 ,,/,, .. 12 11 9 12 4 10 4 6 10 3 8 3 5 8 8 8 8 i ; ' %;•: 72.0 1 1 5 6 1 1 3 8 4 8 7 7 7 f,; 2,- 22 4? 4 4 7 7 j /, ( r ;'. 12 9 8 6 3 3 7 6 5 12 9 8` 4 3 X 9 8 8 3 3 3 5 5 5 9 % 8 8'/ C112 OD 8 8 8 3 3 3 5 5 5 92.0 8 3 5 8 7 7 j% / j 4 4 7 ' 7 / / ", 200.0 7 :>-- 4 7 f / ' PPP �'`"��"" 1/4 "• ELCO MALE/ FEMALE "PANELMATE' W/ 1 - 1/4 MtN. EMBEOMENT & 1/4 - 20 SIDEWALK BOLT 48.0 12 12 12 12 7 12 12 8 12 5 12 4 6 12 4 12 12 12 12 8 12 12 10 12 6 124 1 7 12 4 6 2.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 5 8 12 4 12 4 6 12 3 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 5 12 4 6 12 4 12 4 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12 3 12 4 6 12 3 200.011 4 5 11 3 11 4 5 11 3 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 * 1/4"• POWERS CALK W/ 7/8' EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW - IN 48,0 12 12 10 12 6 12 10 7 12 5 11 4 5 11 3 12 12 1212 8 12 12 11 12 6 12 S 8 12 4 62.0 'if 12 8 12 5 g 5 5 12 3 Ifs 4 10 3 12 12 12 12 6 12 6 9 12 4 12 4 7 12 4 72.0 12 7 6 12 4 10 3 5 10 3 1( 4 10 3 12 9 10 12 5 12 4 7 12 4 12 4 7 12 4 92.0 11 4 5 11 3 10 3 4 10 3 10 3 4 10 3 12 5 8 12 4 12 4 7 12 4 12 4 7 12 4 200.0 10 3 4 10 3 10 3 4 10 3 10 3 4 10 3 12 4 7 12 4 12 4 7 12 4 12 4 7 12 4 .1=13- 1/4'• NAIL MIN. 48.0 12 12 10 12 5 1 9 11 7 7 11 3 8 3 5 8 ,•'. 12 12 12 12 5 12 8 9 12 4 9 3 6 9 3 ) 62.0 12 9 7 12 10 4 3 7 3 2 .' f /% r 5 4 4 4 9 7 7 7 ,/ i /i 7 7 7 %. 4 4 4 4 7 7 7 ,, %.. ; ; . 12 11 9 f 11 9 6 8 3 6 5 12 11 9 8 4 3 3 % ' 10 8 8 8;'r;5 4 3 ;; 7 6 5 10 3 8 ✓, /. 8 r ' 8/ 8 8 8% %- ' • •' , •, 5 5 5 8 8 8 8 i 2.�' f i / ' POWERS ZAMAC - IN W/ 1 - 1/8 - EMBEDMENT 72.0 10 5 6 92.0 8 3 5 8 7/ // 1/ 7 200.0 7//4 1/4 DYNABOLT I'l'. ANCHOR MIN. 48.0 12 12 8 12 4 9 7 6 3 6 4 9 7 3 7 :/,',, ,, 6 ",//' , , , 4 3 7 6 ', 12 12 12 12 10 9 12 12 5 4 12 9 8 3 8 6 12 9 4 3 8 8 3 j•`, 6 S 8 8 / i ''•. ulllli ut 62.0 10 8 6 10 3 Tw RED MEAD SLEEVE W/1 - 1/8 - EMBED. 72.0 9 7 4 f / � , 5 4 9' 7' // 6 6 _1 %/ 7 / 4 3 6/' 6' 6 .1,, 6 f. . !; 3 3 6 6 ;' '// 11 8 6 8 3 6 11 3 8 8 8 ' i ;, 5 5 8 8 i ;, 8 8/ . 5 5 8 8 ✓,'; � ,/ 92.0 200.0 6 / j3 6 '' 6//3 6e'% 62'/,3 671. 8, 5 8 "28' 5 8, '.' 8; -%5 8 /,% OUKK 48.0 12 12 12 12 7 12 10 9 12 5 11 4 6 11 3 12 12 12 12 7 12 10 9 12 5 11 4 6 11 3 11111=1111111 1/4 ASHLEY - SET SCREW WITH 1 MN.EMDEOMENT 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 7Y.0 12 - 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 92.0 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 200.0 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 n3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE UMrTED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER ANCHOR SCHEOULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EOGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3.EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAO, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U .O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.0ES GNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT' MOUNT (5 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. 11. g4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 0 KEYHOLE WASHERS ARE USED. APPROVED AS COMPLYING WITH THE' SOUTH FLORIDA BUILDING CODE DAT �. • 1 9 BY PRODUCT CON OL OIV:SON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO VC - 1110 v3 • 64 1 u U 2 z 2 Z J Z u�ju -R 14 ea 0 < .°J < Qzeo 00 IA F- z '- a o o 2 • 2. C • ' Li 4 • 2 .; nj n7.I� e V-1. Poaz=vio PROFESSPOWAL FL Lit 9L 00 0 •h44P 7 of 199 •4414 y•.m by ws Morn I PK' I 114s1gn pp �((A4c1,M tql vac vac I o-svr.y rm. 96-1 10 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO OETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO OETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH TRH SOUTH ORIDA BUILDING CODE OAT BY _ `PRODUCT 1;01 ROL DIV!S;ON SUftDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. ^ E! + • 3 0 r O U a a 0 2 Q tL Z Z W C 0: ' 11 �I.�n'a QI�I I L . .•I my. 4 NI O � 0 1999 s drown by AS NOTED) hK: d. sign b 1 .Ck.d VJ[ 1l VM, drs in2 no. s 96-110 STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W FOR ALL MOUNTING CONDITIONS MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) (PSF) L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 4 40.0 10 - 0 45.0 9 - 8 50.0 9 - 5 55.0 9 - 2 60.0 8 -9 62.0 8 -7 65.0 8 - 5 70.0 3 72.0 8- 8 75.0 3 80.0 10 - 6 90.0 3 -3/4 3 -3/8 100.0 3- 0 2 110.0 1 -1/8 4- 0 120.0 3 1 -1/4 130.0 N 4 3 140.0 7- 0 2 150.0 1 -5/8 8- 8 160.0 3 2 -1/2 170.0 3 3 - 3/4 180.0 50.0 3 - 0 1 190.0 3 1 -1/8 y 200.0 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO OETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO OETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH TRH SOUTH ORIDA BUILDING CODE OAT BY _ `PRODUCT 1;01 ROL DIV!S;ON SUftDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. ^ E! + • 3 0 r O U a a 0 2 Q tL Z Z W C 0: ' 11 �I.�n'a QI�I I L . .•I my. 4 NI O � 0 1999 s drown by AS NOTED) hK: d. sign b 1 .Ck.d VJ[ 1l VM, drs in2 no. s 96-110 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) .. LOAD(W) (PSF) BAR NO BAR NO BAR 30.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 3 - 3/4 3 - 1/2 50.0 3 - 0 1 2 3 1 -1/8 y 4- 0 2 3 1 - 1/4 5- 0 2 3 1 -3/8 7 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 ■ 3 -3/4 3 -3/4 3 -5/8 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 60.0 5- 0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8- 8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/4 3 - 0 2 3 1 -1/8 . 4- 0 2 3 1 -1/4 70.0 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7 -0 3 3 3 8 8 3 -3/4 3-3/4. 3 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO OETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO OETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH TRH SOUTH ORIDA BUILDING CODE OAT BY _ `PRODUCT 1;01 ROL DIV!S;ON SUftDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. ^ E! + • 3 0 r O U a a 0 2 Q tL Z Z W C 0: ' 11 �I.�n'a QI�I I L . .•I my. 4 NI O � 0 1999 s drown by AS NOTED) hK: d. sign b 1 .Ck.d VJ[ 1l VM, drs in2 no. s 96-110