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DGT-12-12-2377_Plans � � { { ! ' ! � / � / / � | � ! ! � | \ / / � ' i | ' , ! ! ! | � REVISIONS BY TREEt;IN R.0,0 T1 FIC4NN r. fl z Z-1 EXISTING W/ mWK11m OWL Lu ca WCAWN PLM 306-82a-787a THE"DRAIIIIINGS ARE MQFT VALID UNLESS OMM 15Y 7M fYK 5V5 %CTION I M 51V 40 uj W w 0 W/ llavy"5 LL P95 VA.EW ITWOUP 0 uj 411 z Miami SIinores aM P05T W/ HW WK�MW 5TWWM PIK F05f k1IMOKIN6 Mf& APPROVED BY DATE 4000 FN CoNm%m 5MN611i, NI 70NING DEPT py ul - TW, IZALIN6 F05f %C110N MEWED 'OUNTY RULES AND [1 NO EXCEPTION TAKSM x/p, STATE AND C IULATIONS Ill Q-0 1 1 ,011 [1 MAKE CORRECTIONS NOTED L-j pEiSICTED REVISE AND r-,2G!-VM1T 'rawir "s �uhng the revievi shall not o Ins Inc �-ngjn�!,Ir'�? a".-f-I'" c" I- ALL STEEL PIPES SHALL BE, STAINLESS STEEL A316. ILI C!l ai�t 21��!d 2- ALI. PLATES AND TUBES SHALL BE STAINLESS STEEL A316. 3- WEI-DING OF ALI PARTS, SHALL BE WITH STAINLESS STEEL RODS, E70 and L ELECrRODES. CLEAN ALLWELDS AFTER FABRICATION AND POLISH ALL, PARTS, DATE: trades; and P 4- RAILINGS WERE DESIGNED TO WITHSTAND A FORCE OF '200 POUNDS APPLIED ATTOP. SCALE: AS NOTED 5- TREADS WERE. DE'StGNEDTO WITHSTAND A LIVE CONCENTRATED LOAD OF Date By 300 POUNDS OR 100 L.B./ SQUARE FIT. UNIFORM PRESSURE. JOB No. I ALL CONCRETE RE CEIVIN(I A RAILING POSTS SHALL UAVEA -MINIMUM COMPRESSIVESTRENGTH OF 3500 PSI. 7- VERIFY ALL FIELD DIMENSIONS PRIOR TO FABRIcKrION. 8- ER.Ecr ALL PARTs PLUMB AND LEVE 9- USE ONLY 111LTI BOL:rS AS SPECIFIED INnu-, PLANS. r Y EN E GROPPER RESID C 9901 N . E . 13TH AVENUE MIAMI SHORES , FLORIDA 33188 PORCH PERMIT 01 /08/13 PREPARED FOR : DR. ADAM GROPPER 9901 N.E. 13 AVENUE MIAMI SHORES, FLORIDA 33138 TABLE OF CONTENTS L-1 DEMOLITION PLAN L-2 HARDSCAPE LAYOUT z . HARDSCAPE DETAILS a as ♦Qa`�v` av v sv0`a� Ja�v`aa`CL`yTa�v aide aavaaap`v��a�vaaaa\��av aJv O ( O 0 O RESIDENCE EXISTING Q j a a`a @•a • K a v�a 3 a`v aavyv `aa Ov`aa`Z'.�v? L-4 HARDSCAPE DETAILS �` ,aaa�` a•`wa a``.r.a'� a /® O O O L1J I O � � v, ♦�avvpaayv�* a ,� �v\a� a� v.ti. y. a. a a a � • aa�`a��aa��a a o 3 oa.a a� ��as " ��a�is�a`s:;::s:s;:;:s::.::::::LEGAL DESCRIPTION : ;.. �qA FOLIO: 11 -3205-009-0480 OMM 4 4 \ „ Q LOT 3, BLOCK 4, EARLETON SHORES m ( I W :::::» ACCORDING TO THE PLAT THEREOF, AS RECORDED a Q ` v U � ` �<. IN PLAT BOOK 43, AT PAGE 80, OF THE PUBLIC m ` RECORDS, OF MIAMI—DADE COUNTY, FLORIDA. J iii X x S ITE PLAN LOCATION MAP µ �w `" xx - 1.� qx i e 3360 CORAL WAY SUITE 5 ! MIAMI, FL 33145 PHONE: (305) 774-9662 FAX: 305 774-9652 ��� ' WWW.BELL-LA.COM r STATE AND COUNTY kULES %.4 D •.ti . �Ai;� �-;.� 1 t fp 4 3360 CORAL WAY SUITE 5 MIAMI, FL 33145 EXISTING SHRUBS TO EXISTING CBS WALL EXISTING SHRUBS PHONE: (305) 774-9662 EX EX DEMOLISHED 4' HT TO REMAIN TO BE REMOVED FAX: (305) 774-9652 (4) EXISTING BLACK OLIVE TREES TO WWW.BELL-LA.COM REMAIN. 30' -40' HT. x 25'SP. 16" CAL. 1 + EXISTING WALLS TO REMAIN EXISTING DAVIT - EXISTING EQUIPMENT TO REMAIN Lli Lij -. i `'J - M - - - ---. _ ---- _ W 0 - - U7 > oC EXISTING PYGMY DATE PALM (5' HT) 4 LLJ o< 0 TO BE RELOCATED ON SITE UNDER \ EXISTIN7BB DIRECTION OF L.A. � � BE DEM (o u- EXISTING SEAWALL LU uJ EXISTING DAVIT LJJ EXISTING TILES TO '- - O I EXISTING STEPS BE REMOVED FROM �' Z TO BE DEMOLISHED EXISTING PORCH - _ T•.. (� EXISTING - EXISTING TILE AREA _ "" ' " PORCH TC EXISTING STEPS— TO BE DEMOLISHED EXISTING - REMAIN TO BE DEMOLISHED _ Q Q � ' Q (� Q �: �,i EXISTING, - - - ° RESIDENCE EXISTING K TO �N EXISTING TILES TO .�'ORCH TO,' /� REMAIN' - NG DO RE A rF" M - M . BE REMOVED FROM � � � � (REMODELED B - OTHERS) �' ��, ,� ,. — EXISTING DRIVEWAY EXISTING PORCH UNDER SEPARATE PERMIT 70 BE DEMOLISHED © (UNDER SEPARATE 0 0 : 0 0 PERMIT) w - 4---- ---- z L_. I EXISTING PLANTER TO REMAIN - - --- - -- - --- 1- - - -- Q i m w EXISTING STEPS TO BE DEMOLISHED --- ---- Q SHEET TITLE U EXISTING COCONUT EX. EX EXISTING WVALLS TO BE DEMOLISHED DEMOLITION m / PALM TO REMAIN A/C A/C L� FOR POOL.EQUIPMENT ACCESS (UNDER SEPARATE PERMIT) PLAN EXISTING A/C TO BE i TEMPORARILY RELOCATED DATE 1 FOR ACCESS X---X-- _ 07-23-2012 l—, Mid EXISTING BOUGAINVILLEA EXISTING WALLS X----X---X----X--X X—��'—EXISTING CHAIN LINK —EXISTING SHRUBS DESIGN TO BE REMOVED 4' HT. TO REMAIN FENCE 4'HT. TO REMAIN TO BE REMOVED D B DRAWN LJ SCALE 1 /8" = 11-0" REVISIONS Q11-12-12 OWNER'S REQUEST A11-26-12 OWNER'S REQUEST Al2-19-12 OWNER'S COMMENT 40 1 SEAL L-1 4 SHEET OF 2 3360 CORAL WAY 3 SUITE 5 MIAMI, FL 33145 4 PHONE: (305) 774-9662 FAX: (305) 774-9652 WWW.BELL-LA.COM (4)EXISTING BLACK OLIVE TREES IN R.O.W. TO REMAIN Lu EXISTING EQUIPMENT IFIELD VERIFY I z 00 Ww - cy) M ® � ® Z Q w 0 'CABLES STYLE'BRUSHED O ALUM. STAINLESS FINISH RAILING. REFER TO METAL SHOP DWGS. TYP. OF (3) co LL _ IPE WOOD STEPS (6)4" STEP RISERS; T" 16"TREAD(TYP.) - FIELD VERIFY REFER TO STRUCTURAL ENG. PLANS. I 1 1 W (WOOD STRINGERS IN REAR) g w LLJ EXISTING CONCRETE FRONT PORCHES. C-3 Z O TOP WITH IPE WOOD - REFER TO _ I ZD STRUCTURAL ENG. PLANS 6 $ Z 4 ^SLOPE 1% — W O a o O O FLUSH EXISTING L Q Q 16° (TYP.) RESIDENCE EXISTING DOCK 10 4" 16" (TYP.)- co BY DOCK ENG. 1 t_-3 EXISTING CONCRETE FRONT PORCHES. It TOP WITH IPE WOOD- REFER TO c°v -4 O O O, ' ON O STRUCTURAL ENG. PLANS w FL ASH :PORCH: SLOPE 1% I PORCH IPE WOOD STEPS (6)4"STEP RISERS; EX. PLANTER — 16"TREAD (TYP.) - FIELD VERIFY TO REMAIN REFER TO STRUCTURAL ENG. PLANS. 2-'CABLES STYLE BRUSHED ALUMINUM STAINLESS AINISH Q RAILING. REFER TO METAL SHOP DWGS. -TYP OF(2) m IPE WOOD STEPS (6)4"STEP RISERS; w rLL SH 16"TREAD(TYP.) -FIELD VERIFY z I REFER TO STRUCTURAL ENG. PLANS 16 (TYP ) EN TREAD WITH METAL STRINGERS Q IN SHEET TITLE m i EX. EX. i i HARDSCAPE i �'� �'� Li LAYOUT EXISTING COCONUT- 6,-8" � T-2"�6'-8" --12'-0" TO REMAIN I ii DATE X-X ---- x x --�-x 07-23-2012 x x x x x x x x DESIGN x x DB DRAWN LJ SCALE 1 /8" = 1 -0" REVISIONS All-06-12 POOL SETBACK A11-12-12 OWNER'S REQUEST A11-26-12 OWNER'S REQUEST A 12-19-12 OWNER'S COMMENT SEAL l \� `•XVjX'^'' �` L-2 4 SHEET OF 3 (1) BRUSHED STAINLESS STEEL'CABLE' HANDRAIL ON CENTER OF STEPS. REFER TO SHOP DRAWINGS BY METAL SUBCONTRACTOR. EXISTING PORCH- REMOVE EXIST.TILE AND SLOPE AWAY FROM HOUSE FOR DRAINAGE WITH LIGHT CONCRETE POUR 5/4 X 6" IPE WOOD-NATURAL FINISH. B US HIANDRAIL ON CENTER OF STEPS.ABLE'To S H OP FLUSH W!THRESHOLD �., �_ (2) CABLES WITH D ST 5;4 x 6" IPE WOOD PLANKING ATTACHED �� TURNBUCKLES METALS TO SHOP BCONTRACOR.DRAWINGS BY TO WOOD STRINGER SUPPORTS. REFER TO STRUCTURAL ENGINEERING PLANS FOR ATTACHMENT DETAILS. (6) IPE WOOD RISERS- I 2 RISER+TREAD =24 ���_ �� `\ Bel SLOPE 1% - - - L2"X 4" FRAMING UNDERNEATH- REFER �. p \\��, TURNBUCKLES H S BELL LANDSCAPE ARCHITECTURE TO STRUCTURAL ENG. PLANS / � 0 0 - 1,_4„ fi \ ,j/� ..� \��� 3360 CORAL WAY Q 5/4 x 6" IPE \ N SUITE 5 FACE BOARDS CONNECT WOOD STEPS TO EXIST. p CONCRETE PORCH- REFER TO POST 1'" ROUND MIAMI' FL 33145 — — — `\��.� PHONE: (305) 774-9662 STRUCTURAL ENG. PLANS 12" HANDRAIL FAX: (305) 774-9652 p - - - - - - ��� WWW.BELL-LA.COM p p p 4" JOINT EXISTING PORCH \\ 1 ROUND J POST BOX IN SIDES W/'IPE'BEYOND < � HANDRAIL - = (ON EACH END)WITH 4"OF GRADE STEPS CONCRETE BASE FOOTING. REFER TO STRUCTURAL ENG. PLANS PROVIDE WOOD FRAMING TO ATTACH IPE BOARDS TO SIDES REFER TO METAL SHOP DRAWINGS W Z '/�/ /X 1-�///X, X/' 0 FOR RAILING DETAILS AND FOOTINGS 12" SIDES OF WOODEN STEPS T HRU STEPS (REAR PORCH) a ELEVATION OF STEPS (REAR PORCH) O=SECTIOaN TO BE'BOXED IN'ON REAR SCALE:1 =1 -0" OF HOUSE SCALE:1 =10" � M ° W T. t'J co Z Q —' W o � > E LJJ QO MLL T' •I W II W ZO r1 T V) 4` Q (1) BRUSHED STAINLESS STEEL'CABLE' 0 1"ROUND POST HANDRAIL — HANDRAIL ON CENTER OF STEPS. REFER TO SHOP DRAWINGS BY EXIST, PORCH-REMOVE EXIST. METAL SUBCONTRACTOR. TILE AND SLOPE AWAY FROM HOUSE FOR DRAINAGE WITH LIGHT CONCRETE POUR (2)CABLES WITH TURNBUCKLES 2 1"x 6" IPE WOOD NATURAL FINISH - REFER TO STRUCTURAL 5/4 X 6" IPE WOOD ENGINEERING. PLANS NATURAL FINISH.7 2"x 4" FLUSH W/THRESHOLD 1"- 1 1/2"THICK IPE WOOD STEP TREAD- FRAMING ATTACHED TO STEEL STRINGER SUPPORTS. REFER TO STRUCTURAL ENGINEERING y� PLANS FOR ATTACHMENT DETAILS. \FLAT BAR 15012"S. STEEL GRADE 316 TUBE 3x3x1/8" _ SLOPE 1% SLOPE 1% S.STEEL GRADE 316 j 2"X4"FRAMING UNDERNEATH- REFER 0 1 4.. TO STRUCTURAL ENG. PLANS co CONNECT PLATE 10x8x3/16" EXISTING PORCH REMOVE EX.TILE& S.STEEL GRADE EXIST. CONCRETE PORCH H-- REFER TO PROVIDE CONCRETE SLOPE TO DRAIN �II I ��� TRUCTURAL ENG. PLANS Lo AWAY FROM HOUSE AT 1%%SLOPE – SLOPE AWAY FROM POOL A,"�� ;,�) „�� EX.GRADE SHEET TITLE 12” HARDSCAPE _ °oRIVE� DETAILS a ° a' LOOSE DECORATIVE ROCK a - •. • • DATE SUPPORT 6x4x1/8"S.STEEL GRADE 316 PLATE 15 3/4x8x3/16"S.STEEL GRADE 316 07-23-2012 REFER TO METAL SHOP DRAWINGS a * DESIGN FOR RAILING DETAILS AND FOOTINGS ° ° D13 a • e d SECTION THRU STEPS (FRONT PORCH) `° 4 `9 DRAWN 3 SECTION THRU PLANTERS (FRONT & REAR PORCH) I SCALE:1"=1'0" SCALE,1"=1'0" LtJ i SCALE 1 /8" = 1 '-0" REVISIONS All OWNER'S REQUEST Q11-26-12 OWNER'S REQUEST ®12-19-12 OWNER'S COMMENT SEAL L-3 4 SHEET OF 4` EXISTING DOOR & WINDOWS I EXISTING ROOF TILE I I I EXISTING STUCCO & PAINT I EXISTING STUCCO - -- EXISTING BRICK/ 3360 CORAL WAY STUCCO PATTERN - --- EXISTING GARAGE DOORS _ SUITE 5 -- _ _ - - -- MIAMI, FL 33145 PHONE: (305) 774-9662 FAX: (305) 774-9652 -- - ----_ WWW.BELL-LA.COM EXISTING WALLS EXISTING CONCRETE STEPS VEXISTING WALLS TO BE REMOVED 5 EXISTING HOUSE ELEVATION (FRONT) SCALE:1/4"=1'-0" LIJ C) Z 00 W w M T M ® Z Q W QO J EXISTING DOOR & WINDOWS (y) LL. cli EXISTING ROOF TILE 1 I W W II EXISTING STUCCO & PAINT 11 I z Q W r'1 T U) EXISTING STUCCO _ __ EXISTING BRICK STUCCO PATTERN -- --- EXISTING GARAGE DOORS 77 8., 20'-0" VENEER FRONT OF EXISTING PORCH WITH IPE WOOD. VEXISTING WALLS EXISTING WALLS (REFER TO STRUCTURAL PLANS FOR ATTACHMENTS) NEW IPE WOOD STEP TREADS WITH STEEL STRINGERS AND OPEN STEP RISERS. 6 PROPOSED HOUSE ELEVATION (FRONT) REFER TO STRUCTURAL ENG. PLANS. SCALE:1/4"=1'-0" SHEET TITLE HARDSCAPE 4 DETAILS TUBE 3x3x1/8" S.STEEL GRADE 316 FLAT BAR 12x1x1/2" S. STEEL GRADE 316 DATE 07-23-2012 OPEN RISERS DESIGN DB OPEN RISERS - DRAWN LJ OPEN RISERS 1"-1.5" IPE PLANKING STEP TREADS. (5 TREADS TOTAL SC LE Q OPEN RISERS - OVER STEEL PLATE SUPPORT 1 �V11 = 1 '-01, SUPPORT 6x4x1/8" REVISIONS OPEN RISERS - S.STEEL GRADE 316 2 11-12-12 OWNER'S REQUEST All-26-12 OWNER'S REQUEST Al2-19-12 OWNER'S COMMENT 7 ENLARGEMENT: DETAIL OF FRONT STEPS SCALE:1"=1' 0" SEAL ' V L-4 4 SHEET OF GENERAL NOTES CODES: 1E' 'WORK AREA "A" WORK AREA "B" ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2010 DITION, AND ALL OTHER APPLICABLE LOCAL CODES. CRITERIA %DESIGN — — DH I A. FLOOR LOADS: LIVE LOAD #ASCE 1 SUPERIMPOSED DEAD LOAD I 113 E.Hallandale Bch Blvd _ 1,...—�.r..�—�. �.� � = Hallandale Beach,FL 33009 TEL: +1,305.285.7800 B. WIND LOADS: IN ACCORDANC10.SPEED--- V-169 MPH 1 DAOUD ISICANDAR,P.E. info @dhise.com ULTIMATE WIND - = P.E.#54613 CA#9392 (TYP.RISK CATEGORY -------BUILDING EXPOSURE CATEGOC PILE c ip COEFFICIENT----- GCP1= 0 - ON G ADE( SLAB I " INTERNAL PRESSURE i ON GRADE(TYP.)(V.I.F.) I 5 -4 8 BUILDING IS ENCLOSED STRUCTURE III 1 DIMENSIONS AND CONDITIONS: __ __ I -- --T--�-- r 00 ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO I I I -I CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE I I I I I ( o ENGINEER. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE AT ALL TIMES. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION Lu FROM THE ENGINEER. I I I ME iIODS & SAFETY: I P.P.T.2x4 24"O.C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF P.) /'� N SITE SAFETY INCLUDING ALL ADEQUATE TEMPORARY BRACING AND RIMETER WOOD RUNNERS(TYP.) ( I 14"fd PILE Rv P P R CONSTRUCTION. CONSTRUCTION , WNNERS SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S PLAN `TM I I I I RESIDENCE PROTECTION OF EXISTING CONSTRUCTION: N.T.S. ~�——— —— AMAGED. CONTRACTOR SHALL LOCATE I I i I I I 16"x20" A. EXISTING CONSTRUCTION SHALL NOT BED I I I GRADE BEAM AND PROTECT CONCEALED PIPES & EXPOSED AND CONDUITS PRIOR TO DEMOLITION AND TAKE - ---- I I i I I (TYP.) Interior Alterations APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY. I o I I I I r_t tl CONSTRUCTION LOADS: 1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES I I I I (SIMI M TO DETERMINE THE NECESSARY METHODS AND SUPPORTS, MATERIAL HANDLING, FORMING, AND I I CONSTRUCTION LOADS. 9901 N E 13th Ave CONFLICTS IN IN DOCUMEN'T'S: CONFLICTS OCCUR IN OR BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, PILEC — 1 Miami Shores, Florida IF $" 5' 4" I ( THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION _ 33138 10 AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE I I ALL DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. I I i I I ( I 14"0 PILE c I (TYP. w COORDINATION: THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. o I°I III N I I \__L " OWNER ®P DRAWINGS: ° Adam and Ka ri A. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER COMPLETE SHOP DRAWINGS AS REQUIRED BY J /THESE NOTES. I _ _ _ r® -� _;_-�-J s� N --� Gro er B. REVIEW AND APPROVAL OF SHOP DRAWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR 14"0 PILE 11 SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE N I ° I' ' 44� SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING 16"x20" N CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, GRADE BEAM a °a o QUANTITIES, JOB CONDITIONS, COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES AND (TYP) I PREFABRICATED CONFORMANCE OF WORK TO THESE DRAWINGS. 1 N STAINLESS STEEL STAIR, a �a a CONNECTION,&ATTACHMENT AUGER CAST PILES 0 1 (TMPPECIALTY ENGINEER NO, DATE REVISIONS PILES SHALL BE 14" DIAMETER AUGER CAST 1 1W e N - ---- ' 1 1 01-09-2013 B.D. COMMENTS DESIGNED TO SAFELY SUSTAIN A COMPRESSIVE LOAD OF 25 TONS, TENSION LOAD OF 12 TONS & LATERAL LOAD OF 1 TON. ,cTZ) I N i (TYP.) RS PARTIAL " GROUND FLOOR FRAMING PLAN (WORK AREA ALL ABOVE INFORMATION IS BASED ON A GEOTECHNICAL ENGINEERING REPORT -W a _ 0� —�---- -- N SCALE: Y4 =1 -0 PREPARED BY DYNATECH ENGINEERING CORP. DATED AUGUST 21, 2012 0 PILE REINFORCING SHALL BE AS NOTED ON THIS SHEET N 1 14'0 PILE CONCRETE (CAST—IN—PLkM: I A. STANDARDS: ACI 318, ACI 301 AND ACI 347. I B. ALL CONCRETE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. SLUMP 1�-2"O SHALL BE 4" (t1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. MAXIMUM WATER CONTENT SHALL #312"O.C. Q BE 33 GALLONS PER CUBIC YARD. ° ., iv I z C. THE CONTRACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER `� °° - r r � o TESTS AS REQUIRED BY THE BUILDING CODE. SUBMIT TEST REPORTS TO THE ARCHITECT. L ' 1 ov a NI I D. CONTRACTOR SHALL PROVIDE ALL FORMING AND TEMPORARY SHORING, AS REQUIRED sI C. REINFORCEMENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. 16"x20" 2 GRADE °BEAM I , D. CONCRETE COVER OVER REINFORCEMENT: (TYP.) N 3-INCHES WHERE CAST AGAINST EARTH. ft a swcomm a a ° r '" " 1-1/2 INCHES FOR COLUMNS AND BEAMS AND 2 INCHES FOR SLABS AND BEAMS WHERE CAST IN FORMS OR ON N p EXIST CONC.SLAB 6 FULL DEPTH FOR PILES I GRADE(TYP.)(V.I.F.) POLYETHYLENE SHEET AND PERMANENTLY EXPOSED TO WEATHER OR EARTH. M (S � N _ _ _ _ I SECTION 'A — A' 1-1/2 INCHES AT ALL OTHER LOCATIONS (U.O.N.). t °�� E. ALL CONCRETE SHALL BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. 1-2 0 I F ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE ' N 1 1 IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL ° COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS SHALL BE KEPT MOIST BY ° FREQUENT WATER SPRAYING PRIOR TO REMOVAL VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES OR COMPLETELY REMOVE CURING COMPOUND PRIOR TO INSTALLING ADHESIVE FINISHES. o , I a a N a I 14"RJ PILE 111 °j STRUCTURAL LUMBER: 1 CV P.P.T.2��a r.•rr� r r rrr° r r- A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, MINIMUM GRADE NO. 2, ° PILE C WOOD RUNNERS(TYP.) r B. MINIMUM ALLOWABLE BENDING STRESS (FB) No. 2 SOUTHERN PINE: °. ° ' 8" 5'-4" 1 •� 1. 2x4: 1500 psi o __ N 1 N - ° r - - --_�___ °°J BOTT. OF GRADE BEAM 2. 2x6: 1250 psi I I `, 3. 2x8: 1200 psi L. 1 � Al 25 TON COMPRESSION 1 7 4. 2x10: 1050 psi R °° °" � I I I � r CAPACITY, 12 TON 5. 2x12: 975 psi ,.� I I � TENSION CAPACITY, & C. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER " N w 6#6 VERT. FULL (2)2x12 P.P.T. 0 1 TON LATERAL CAPACITY SHALL BE PRESSURE PRESERVATIVE TREATED. WOOD STRINGERS I ' - " s N�••,_ r r _ DEPTH OF PILE f-" -t- -j / SIGNED BY. 24"O.C. d °--� 14"0 AUGER CAST PILE W DADUD ISKANDAR,P.E. @ I �. 4000 PSI GROUT FASTENERS: (NP) '\ N O I FLORIDA P.E."54613 A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED ON THIS DRAWING. = a a 'A I I I A' w _ n 14"(6 PILE \' r �_ I 1 O ISSUE RECORD: B. WHEN INSTALLING ANCHORS IN CONCRETE, DO NOT CUT THRU OR DAMAGE EXISTING REINFORCING NI PERMIT ISSUE 12.14.2012 STEEL IMMEDIATELY INFORM THE ENGINEER FOR DIRECTIONS BEFORE PROCEEDING WHEN „� no ,�I I r T AN ANCHOR LOCATION CONFLICTS W/ EXISTING REINFORCING. 16"x20" ° ° °°�J RADE BEAM z #3 TIES ® 12" C/C �' �' !r BONDING AGENT: 1 (TYP., .._ 1 L z WHEREVER CONCRETE IS CAST AGAINST EXISTING CONC., AN EPDXY BONDING AGENT SHALL BE APPLIED TO N I o z Ld Scale: THE EXISTING CONCRETE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. C7 : :: = SANDY as noted (s � ------- ---• LIMEROCK N Drawn: 1 2 N I I fr -H Z Q Checked: DI s ss �1 ------ - - •--- --� rt -4 L � J � SHEET TITLE a a GROUND FLOOR PLAN 0 14"QJ PILE (V I \\%�\\/\ \\%�\\/\ W I s s m d' _—�MINIMUM rr rr �� r ��� r r r� W z_ FASTEN RE-BARS FOR ��� MIA EASE OF INSTALLATION I o (2)2x12 P.P.T. WOOD STRINGERS 1 If -H @24"O.C. 1 (TYP.) SHEET No. TYP. 25 TON. PILE S. 1 9% PARTIAL GROUND FLOOR FRAMING PLAN WORK AREA "Afs). (NO SCALE) SHEET: 1 OF 2 %Y SCALE: Y4" =1'-O" GENERAL NOTES CODES: Al WORK AREA "A" WORK AREA "B" ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2010 EDITION, AND ALL OTHER APPLICABLE LOCAL CODES. DESIGN CRITERIA: A. FLOOR LOADS: LIVE LOAD = 100 PSF 0 SUPERIMPOSED DEAD LOAD = 20 PSF I 113 E.Hallandale Bch Blvd B. WIND LOADS: IN ACCORDANCE WITH ASCE 7-10. �— - - ` - --1 ,� _ Hallandale Beach,FL 33009 TEL: +1.305.285.7800 ULTIMATE WIND SPEED-------------- V=169 MPH I 3-2 DAOUD ISKANDAR,P.E. info @dhise.com (TYP.) P.E.#54613 CA#9392 RISK CATEGORY ------------- I 2 ��• — --► _ _ _ _ BUILDING EXPOSURE CATEGORY------ „D„ PILE E �p + EXIST CONC.SLAB , INTERNAL PRESSURE COEFFICIENT----- GCP1= 0 1 -°- ON GRADE(TY'P.)(V.I.F.) _I 5 -4 8' BUILDING IS ENCLOSED STRUCTURE DIMENSIONS AND CONDITIONS: 1 IMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO _ _ _ _ l� ALL D a ll 7---1--�T—T CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE AT ALL TIMES. SCALE IS FOR I I I I GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION FROM THE ENGINEER. I I I w I I Lu METHODS & SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF i P.P.T.2x42a24"O.C, CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND RIMETER WOOD RUNNERS(TYP.) I I 14"0 PILE G RO P P E R SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PLAN KEY UN`'� TY PROTECTION OF EXISTING CONSTRUCTION: N.T.S. RESIDENCE I i 16'x20' A. EXISTING CONSTRUCTION SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE I I GRADE BEAM AND PROTECT CONCEALED PIPES & EXPOSED AND CONDUITS PRIOR TO DEMOLITION AND TAKE - - - i i (TYP.) Interior Alterations APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY. I I o I I I 00 CONSTRUCTION LOADS: I _ 4 _ _ I ''� IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES °-- i I (SIM ) TO DETERMINE THE NECESSARY METHODS AND SUPPORTS, MATERIAL HANDLING, FORMING, AND I 0 I I CONSTRUCTION LOADS. < w _ _ 9901 NE 13th Ave CONFLICTS IN DOCUMENTS: Miami Shores Florida IF CONFLICTS OCCUR IN OR BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, PILE 4 _ _ _ I I THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION 8" 5'-4" 1 I 33138 AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE - I ALL DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. I I I I 4 2_ I I 14"OPILE I (TYP.) Lu COORDINATION: o THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. N I III I i OWNER SHOP DRAWINGS: � i, - _ _ �I - - - - � � i i i ° ' Jn_A. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER COMPLETE SHOP DRAWINGS AS REQUIRED BY Adam and Kan THESE NOTES. o �_� B. REVIEW AND APPROVAL OF SHOP DRAWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR Gr0 er 14 0 PILE II I SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE III ° I �'�4 SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING I, _'f � 16"x20" CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, GRADE BEAM QUANTITIES, JOB CONDITIONS, COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES AND (TYP.) PREFABRICATED CONFORMANCE OF WORK TO THESE DRAWINGS. III N /� STAINLESS STEEL STAIR, — — -— CONNECTION,&ATTACHMENT ID AUGER CAST PILES o (TYP,) I (P SPECIALTY ENGINEER NO. DATE REVISIONS PILES SHALL BE 14" DIAMETER AUGER CAST DESIGNED TO SAFELY SUSTAIN A COMPRESSIVE LOAD OF 25 TONS, - - - III - Q 1 01-09-2013 B.D. COMMENTS p PE METER "B " ). TENSION LOAD OF 12 TONS & LATERAL LOAD OF 1 TON. (TYP.) III I i 4 RUNNERS PARTIAL GROUND FLOOR FRAMING PLAN WORK AREA Q 2 02-18-2013 B.D. COMMENTS ALL ABOVE INFORMATION IS BASED ON A GEOTECHNiCAL ENGINEERING REPORT 1-2 _ _ N 1 (TYP.) PREPARED BY DYNATECH ENGINEERING CORP. DATED AUGUST 21, 2012 —'�- - - - N SCALE: 1/a" =1'-O" 0 PILE REINFORCING SHALL BE AS NOTED ON THIS SHEET III I N - -J 14"0 PILE — = d l — — — — I CONCRETE (CAST-IN-PLACE): o A. STANDARDS: ACI 318, ACI 301 AND ACI 347. B. ALL CONCRETE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. SLUMP ' „ SHALL BE 4" (f1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. MAXIMUM WATER CONTENT SHALL `` i III ° I #3®12"O.C. _ V-2 BE 33 GALLONS PER CUBIC YARD. I' N I L z C. THE CONTRACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER �N = _ _ - - - - j p TESTS AS REQUIRED BY THE BUILDING CODE. SUBMIT TEST REPORTS TO THE ARCHITECT. o >_ � D. CONTRACTOR SHALL PROVIDE ALL FORMING AND TEMPORARY SHORING, AS REQUIRED III N o a _ C. REINFORCEMENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. GRADE(T 1BxA _ = 'CD I _ D. CONCRETE COVER OVER REINFORCEMENT: PM M _ - _ JI N _ - _ - �\ 3-INCHES WHERE CAST AGAINST EARTH. - - - — �1 6#6 FULL DEPTH FOR PILES \,\� 1-1/2 INCHES FOR COLUMNS AND BEAMS AND 2 INCHES FOR SLABS AND BEAMS WHERE CAST IN FORMS OR ON III ° EXIST CONC.SLAB 1 # POLYETHYLENE SHEET AND PERMANENTLY EXPOSED TO WEATHER OR EARTH. I ON GRADE(TYP.)(V.I.F.) 1 1-1/2 INCHES AT ALL OTHER LOCATIONS (U.O.N.). "� Sim.) _ _ = N - - -r SECTION 'A - A' E. ALL CONCRETE SHALL BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. 1— �I o F ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE III N IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS SHALL BE KEPT MOIST BY 0 1 FREQUENT WATER SPRAYING PRIOR TO REMOVAL. VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES OR _ - �I 1 - COMPLETELY REMOVE CURING COMPOUND PRIOR TO INSTALLING ADHESIVE FINISHES. III o 14"0 PILE III 1 STRUCTURAL LUMBER: - CV _ _ _ _ P.P.T.2x4 @24"O.C. A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, MINIMUM GRADE N0. 2, uj _ = PILE E WOOD RUNNERS(TYP.) B. MINIMUM ALLOWABLE BENDING STRESS (FB) No. 2 SOUTHERN PINE: ° ° 8" 5'-4" I 1 . 2x4: 1500 psi - III 1 ' - d I 2. 2x6: 1250 psi ° III = _ _ �I `~ - _ _ _ _ _ _ _ _ _ _ BOTT. OF GRADE BEAM - - EAM I 3. 2x8: 1200 psi d- I I 4. 2x10: 1050 psi - - - __ �� I 25 TON COMPRESSION 5. 2x12: 975 psi � ooh_ - - - I I CAPACITY, 12 TON . C. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER aN N o 6 6 VERT. FULL TENSION CAPACITY, & (2)2x12 P.P.T. ° � 1 __ __ _ # �� 1 TON LATERAL CAPACITY SHALL BE PRESSURE PRESERVATIVE TREATED. wooD STRINGERS @24" �-� ' DEPTH OF PILE I— t —I 14"0 AUGER CAST PILE W/ SIGNED BY: @24"O.C. ! I I DAOUD ISKANDAR,P E. FASTENERS: (TYP) F-- -�- 4000 PSI GROUT FLORIDA P.E#54613 A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED ON THIS DRAWING. w = _ _ - - w 'A I I I A' a B. WHEN INSTALLING ANCHORS IN CONCRETE, DO NOT CUT THRU OR DAMAGE EXISTING REINFORCING 1 14"0 PILE ' I I ' ISSUE RECORD: STEEL. IMMEDIATELY INFORM THE ENGINEER FOR DIRECTIONS BEFORE PROCEEDING WHEN I r PERMIT ISSUE 12.142012 AN ANCHOR LOCATION CONFLICTS W/ EXISTING REINFORCING. 16"x20" �-- RADE BEAM #3 TIES ® 1 2" C/C —I— —I z BONDING AGENT: (TYP.) L w WHEREVER CONCRETE IS CAST AGAINST EXISTING CONC., AN EPDXY BONDING AGENT SHALL BE APPLIED TO ! II (TYP.) 1 THE EXISTING CONCRETE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 1 4-2 I ° z o Sl+n = _ = v •► SANDY b w Scale: as noted �rYP)) �I - - - - - - LIMEROCK N C) Drawn: 1-2 w II � � � Q Checked: DI z - - - - L � � SHEET TITLE I Of LLJ GROUND FLOOR PLAN 14"OPILE ce;% —I}— ce;% o Q O W 7g== � I W 'N FASTEN RE-BARS FOR I� EASE OF (INSTALLATION (2)2x12 P.P.T. 1—+--I WOOD STRINGERS 1 @24"O.C. (TYP.) SHEET No. TYP. 25 TON. PILE S. 1 PARTIAL GROUND FLOOR FRAMING PLAN WORK AREA A NO SCALE N SCALE: 1/4" =1'—O" SHEET: 1 OF I 2x4 P.P.T.WOOD RUNNER SIMPSON STRAP LSTA36 @24"O.C.W/Y4"0 TAPCON ANCHOR WRAPPED AROUND STRINGER /// / BY BUILDEX @ 15"O.C.WI 1 y"EMBED'T W/(10)10d NAILS INTO HEADER UPLIFT LOAD=200 LBS (5 NAILS EACH END OF STRAP) O CONN.CAPACITY=350 LBS AND(6)10d NAILS INTO STRINGER (2)2x8 P.P.T.WD LEDGER / /% UPLIFT LOAD=400 LBS WI%e"0 HILTI KWIK j�/ CONN.CAPACITY=1130 LBS BOLT3 W/6"EMBEDMENT @18"O.C. IN TWO STAGGERED 113 E.Hallandale Bch Blvd ROWS W/9"PITACH&5"GAUGE PATTERN Hallandale Beach,FL 33009 TEL: +1.305.285.7800 DAOUD ISKANDAR,P.E. info @dhise.com EXIST.WALL P.E.#54613 CA#9392 (BEYOND) EXTERIOR GRADE STRINGER 1x6 WOOD PLANKS 6'—$" 4" (2)2x12 @ 24"O.C.P.P.T.WOOD W/(2)8d NAILS - CUT AS SHOWN& @ ALL SUPPORTS NAILED TOGETHER EXIST. UPLIFT LOAD=74 LBS @ 8' O.C.IN TWOSTAGGERED ROWS INTERIOR FINISH CONN.CAPACITY=88 LBS TREAD GROPPER 2x8 P.P.T.WOOD _ o _ _ _ _ _ W/(3)10d NAILS _ _ _ _ _ @ALL SUPPORTS RESIDENCE . . PILE Interior Alterations rL \/ �\ •• ' EXTERIOR GRADE \ • 1x6 WOOD PLANKS \/\ • N WI 10d NAILS @ 24"O.C. 9901 NE 13th Ave POOL DECK SLAB AND FINISH Miami Shores, Florida \/ • BY OTHERS EXIST. 33138 CONCRETE(TYP.) \\�\ /\\\/ • ' — • • //\ OWNER j\\j Adam and Karp \ /�\//� %//�//i G ropper \\ SIMPSON ANGLE A23 W/(4)10d NAILS INTO STRINGER SIMPSON STRAP LSTA36 I & INTO SLEEPER BOTH S WRAPPED AROUND SLEEPER SIDES OF SLEEPER W/(10)10d NAILS INTO SLEEPER e AND(10)10d NAILS INTO STRINGER M UPLIFT LOAD=400 LBS N0, DATE REVISIONS CONN.CAPACITY= 1130 LBS d I 1 1 01-09-2013 B.D. COMMENTS (2)2x8 P.P.T.WD SLEEPER EXISTING I CONCRETE STEMWALL 2" BOL 3 WI 6"EMBEDMENT &FOOTING/GRADE SEAM @24"O.C. IN TWO STAGGERED ROWS W/12"PITACH& 5"GAUGE PATTERN TYPICAL STAIR & PATIO SECTION � I 16"WIDE x 20"DEEP GRADE BEAM SECTION 1 -2 SCALE: 1" =1'-0" 14"0 PILE (BEYOND) 2x4 P.P.T.WOOD RUNNER @24"O.C.WI Y4"0 TAPCON ANCHOR EXIST.WALL BY BUILDER @ 16"O.C.WI 1 Y2"EMBED'T (BEYOND) UPLIFT LOAD=200 LBS CONN. CAPACITY=350 LBS 1 FLUSH W/INTERIOR FINISH i #4 @8"O.C. EXTERIOR GRADE 2x4 P.P.T.WOOD RUNNER / CLOSED TIES 1x6 WOOD PLANKS @24"O.C.W/Y4"0 TAPCON ANCHOR W/(2)8d NAILS BY BUILDEX @ 16"O.C.W/1 y"EMBED'T �I @ ALL SUPPORTS UPLIFT LOAD=200 LBS ! ✓ 2#7 TOP&BOTTOM UPLIFT LOAD=74 LBS CONN.CAPACITY=350 LBS �. FULL LENGTH OF BEAM CONN.CAPACITY=88 LBS PROVIDE HOOKS AT BEAM ENDS EXTERIOR GRADE N W6(2)8d NNAP SNKS SIGNED BY: @ ALL \\ \ \ SUPPORTS FLO 3.E.RIDA E.#5461 UPLIF CONN.CAPACITY-88 LBS pp ISSUE RECORD: 6x8 W1.4xW1.4 WWF ti SLOPE PERMIT ISSUE 12.14.2012 \ r I \//\ \/ GRADE _ EXISTING \ U B G 6 CONCRETE SLAB ON GRADE \// 't GRADE BEAM \/ 5000 PSI CONCRETE �� / Scale: / Drawn: as noted EXISTING \\//\ 3 Checked: CONCRETE STEM WALL pl &FOOTING/GRADE BEAM \\ \\/ \\ \ \ EXIST. CHIP DEEP x V-0"WIDE CONCRETE SLAB THICKENED EDGE SHEET TITLE \/\ \ (TYP.) (N EXISTING SLAB \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ IGH- ROUGHEN SURFACE W/POWER TOOLS 14"0 PILE � Y<"TROUGH DEPTH HIGH-STRENGTH NON-SHRINK GROUT SECTIONS /\/\\ APPLY 110 SIKA ARMATECK BONDING AGENT MIN.6KSI W/1.5LBS/CF FIBER j\\ \/\\/ //\\/\\/\\/\\/ BEFORE CASTING CONCRETE REINFORCED,(IYP.) TYPICAL GRADE BEAM & PILE CONNECTION /\ \//\�/� ��//�//�//�, ANDSTILLT MANUFACTURER TYPICAL PATIO / y\\ \ \ RECO ENDATIO S(TYP) SECTION 2-2 %//////�/////�///\//� DOOR SILL DETAIL SCALE: L�" \'\� '\\\ TYPICAL PATIO EDGE SECTION 4-2 SCALE: 1" =1'-0" SECTION 3-2. SHEET No. SCALE: 1" =1'-0" S®2 SHEET: 2 OF 2 2x4 P.P,T.WOOD RUNNER SIMPSON STRAP LSTA36 @24"O.C.WI Y4"O TAPCON ANCHOR WRAPPED AROUND STRINGER BY BUILDEX @ 16"O.C.W/1 Y2"EMBED'T W/(10)1 Dd NAILS INTO HEADER UPLIFT LOAD=200 LBS (5 NAILS EACH END OF STRAP) CONN. CAPACITY=350 LBS 2 A j R UPLIFT LOAD=730 LBS (2)2x8 P.P.T.WD LEDGER W/Z,"0 HILTI KWIK 13HI BOLT3 W/6"EMBEDMENT @18"O.C. IN TWO STAGGERED 113 E.Hallandale Bch Blvd ROWS W/9"PITACH&5"GAUGE PATTERN Hallandale Beach,FL 33009 TEL: +1.305.285.7800 EXIST.WALL DAOUD ISKANDAR,P.E. info @dhise.com (BEYOND) P.E.#54613 CA#9392 EXTERIOR GRADE 1x6 WOOD PLANKS STRINGER W/(2)8d NAILS 6'-8" 4" (2)2x12 @ 24"O.C.P.P.T.WOOD _ @ ALL SUPPORTS CUT AS SHOWN& EXIST. UPLIFT LOAD=74 LBS INTERIOR FINISH CONN.CAPACITY=88 LBS NAILED TOGETHER NAILS @ 8""O.C.O IN TWO STAGGERED RED ROWS TREAD GROPPER 2x8 P.P.T.WOOD — — — — — — — — — — — — W/(3)1 Od NAILS @ ALL SUPPORTS RE I D E N C E PILE CL Interior Alterations EXTERIOR GRADE \\\ \\\ \ 1x6 WOOD PLANKS W/10d NAILS @ 24"O.C. 9901 NE 13th Ave i ` POOLDECK SLABANRSFINISH Miami Shores, Florida EXIST. CONCRETE SLAB \/ \/ 33138 (TYP.) \/\\/\\ \\/\\/\ ��/\\ \\ \ \ OWNER \ /i /i /i,,/i,/ / / /\/\ / Adam and Kari \\i� \\ i�\\i Gropper �\ A23 SIMPSON ANGLE SIMPSON STRAP LSTA36 I \ \ &(4)10d INTO SLEEPER O STRINGER WRAPPED AROUND SLEEPER BOTH SIDES OF SLEEPER W/(10) 10d NAILS INTO SLEEPER - AND(10 i ,Elm--' UPLIFT LOAD=730 LBS NO. DATE REVISIONS � C�PAZ`i��1-a30L I Q 1 01-09-2013 B.D. COMMENTS EXISTING (2)2x8 P.P.T.WD SLEEPER CONCRETE STEM WALL 2", BOLT3 W HILT] EMBEDMENT Q 2 02-18-2013 B.D. COMMENTS &FOOTING 1 GRADE BEAM - @24"O.C. IN TWO STAGGERED ROWS W112"PITACH& 5"GAUGE PATTERN TYPICAL STAIR & PATIO SECTION 16"WIDE x 20"DEEP GRADE BEAM SECTION 1 - 2 SCALE: 1" =1'-0" 14"0 PILE (BEYOND) 2x4 P.P.T.WOOD RUNNER @24"O.C.W/Ya"0 TAPCON ANCHOR EXIST.WALL BY BUILDEX @ 16"O.C.W/1 Y2"EMBED'T (BEYOND) UPLIFT LOAD=200 LBS CONN.CAPACITY=350 LBS Z� FLUSH W/INTERIOR FINISH 44 @8"O.C. EXTERIOR GRADE 2x4 P.P.T.WOOD RUNNER CLOSED TIES 1x6 WOOD PLANKS s @24"O.C.W/)/4"0 TAPCON ANCHOR W/(2)8d NAILS BY BUILDEX @ 16"O.C.W/1 Y2"EMBED'T 1 @ ALL SUPPORTS UPLIFT LOAD=200 LBS 2#7 TOP&BOTTOM UPLIFT LOAD=74 LBS l J FULL LENGTH OF BEAM CONN.CAPACITY=88 LBS CONN.CAPACITY=350 LBS PROVIDE HOOKS AT BEAM ENDS V EXTERIOR GRADE N U 1x6 WOOD PLANKS ' W/(2)8d NAILS SIGNED BY: @ ALL SUPPORTS PAORIDA EN�4613 E UPLIFT LOAD=74 00 \ \\ \\ CONN.CAPACITY L88 LBS � I / 6x6-W1.4xW1.4 WWF ri. ISSUE RECORD: \ sLOPE PERMIT ISSUE 12.14.2012 GRADE U 6„ 6 w EXISTING Ld CONCRETE SLAB ON GRADE I o GRADE BEAM m 5000 PSI CONCRETE \ / w \ / Scale: as noted EXISTING Drawn:\\/\ - :e eckd CONCRETE STEM WALL Ch &FOOTING/GRADE BEAM \\ \\\/ \ EXIST. CHIP Y4"DEEP x 1'-0"WIDE DI \ \\ \\ \ \ CONCRETE SLAB THICKENED EDGE (TYP.) IN EXISTING SLAB I, SHEET TITLE \ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \ (TYP.) 14"0 PILE \ \ \ \ \ \ \ \ \ \ \ ROUGHEN SURFACE W!POWER TOOLS Y4"TROUGH DEPTH HIGH-STRENGTH NON-SHRINK GROUT SECTIONS APPLY 110 SIKA ARMATECK BONDING AGENT MIN.6KS1 W/ /\ \/\� \ 1.5LBS� F FIBER BEFORE CASTING CONCRETE REINFORCED.(TYP.)GRADE BEAM & PILE CONNECTION FOLLOW AND STILL TACKY TYPICAL PATIO / /\\ \ \\ \\ \\ RECD ENDATIO ST(TYP) SECTION 2- 2 ��////////////�/j/�/j� DOOR SILL DETAIL SCALE: 1/2" =1'-0" TYPICAL PATIO EDGE SECTION 4- 2 SCALE: 1" =1'-0" SECTION 3- 2 SHEET No. SCALE: 1" =1'-0" S-2 SHEET: 2 OF 2