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RC-09-735_Plans 'z� v6ra«. say pre 31 . . ........... ... CA C-1 ca- 4 1p V - P ! - - - �>ma ROOF UPLIFT PRESSURES T � ., ZONE 1 2 3 .� ��... Gross uplift -55.0 -78.3 -78.3 Gravity +10.0 +-10.0 +10.0 - ! Net up lift ! p 45 -68 . . 0 3 -68.3 �--, m — % IT AN- - SAL _ �t ©. I �• SCALE: @1► APPROVED BY: d/ DRAWN BY E dward A. PE. #38398 DATE: REVISED °'. CONSULTING �� (,345)$23 - 393$ ! - `° " ' 785'0 NW IA6 STR SUIT 504 • MI LAKES, FL 33 - -- -- ,- -,.� DRAWING NUMBER T - __ > Lf' N _i a _ _ O y Vic. w oo �L W oop 5t4r5t5 N cv 135 'T' �82 if 3, , 1 rte' .r I ri r : - , Via. ire .�- — r., I rl tA AV P_ Iw :� A M 14M u. .v . _ '� _ . c ► j Alt • _ x 114_ a 6 ° 5eAM ti w_. R v �r(�� p f1p SCALE:t APPROVED BY: E�V�tOrd A. P.E. #38398 DRAWN BY I{T a✓ Noj _ ..F....Y. .. DATE 'IR REV tSE D _:: e T (305)8 -393 r— 1 _ 785 NW 146 STREET, SUlf 5 9 • WAMt LAKES; FL 33016 — __ DRAWING NUMBER "le I tows ROOF WIND LOA® CRITERIA 1 #3 CONDITIONS DiST. FROM OCEANLiNE TRUSS LOADING CONDI i HIP GIRDER 1.0 M , TOP CHORD LIVE: 30 EXPOSURE CATEGORY C Y SIDE JACK TOP CHORD DEAD: 15 I I Y BLDG. CATEGORY # a Z BOTTOM CHORD LIVE: Q WIND SPEED 146 M.P. o a BOTTOM CHORD DEAD: 1Q AS SHOWN WALL HEIGHT u) " STRESS INCREASE: 1JI DEAD LOAD 10 P.S.F. ASCE- 7 -0 5 BLDG. TYPE OPEN � TYPICAL HIP CONNECTION DETAIL MEAN HGT. 15 -0 WIND DURATION 1.33 1-1/2' CUTBACK FOR 1 -1 2" CUTBACK FOR 1, 1 / NOTES STRUCTURAL SUB - FASCIA 28 2 ,_ 0 „ 2 _ 2 -" STRUCTURAL SUB - FASCIA REFER TO ENGINEERING PACKAGE FOR (REFER TO ARCH. OR ENG OF REC.) (REFER TO ARCH. OR ENG OF REC.) DETAILED ATTACHMENT & N.O.A. i FOR HANGER CONNECTIONS, REFER TO HANGER —�{ DETAIL SHEETS ATTACHED, IF APPLICABLE. Q I 2 FOR BRACING ON WEBS AND COMPRESSION REFER N - _ - D J NUMBERING SYSTEM TO ENGINEERING SHEETS. 3 FOR HANGERS SHOWN ON ROOF LAYOUT, REFER J2 GY DIMENSIONS SHOWN FEET INCHES - SIXTEENTHS TO HANGER DETAIL SHEETS ATTACHED IN ° ENGINEERING PACKAGE. J4 L o J4 1 4 FIELD BRACING IS NOT THE RESPONSIBILITY J6 n � J6 OF THE TRUSS FABRICATOR PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFES SIONAL ADVICE REGARDING ERECTION BRACING AG1 ! TOPPLING G A D OMI DURING ERECTION, X12 l I2 N ER C R ENT B ACIN WHICH MAY BE REQUIRED A2 L7 TRUSSES SHALL BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION I TRUSSES SHALL BE HANDLED WITH REASON - co 00 A3 ABLE CARE DURING ERECTION TO PREVENT I A i DAMAGE A 5 CONTRACTOR OR OWNER MUST SCAB ANY TRUSSES AS REQUIRED AND AG1 G PLIES SPECIFIED ON ENGINEERING SHEETS O — cD 6 CONTRACTOR OR OWNER IS ADVISED TO J6 J6 SEEK PROFESSIONAL ADVICE BEFORE APPROVING THIS LAYOUT C DO NOT CUT OR ALTER TRUSSES. J4 _ ' �� J DECO WILL NOT HONOR BACK CHARGES UNLESS AUTHORIZED BY THIS OFFICE 8 TRUSSES MAY NOT BE SYMETRICAL ALWAYS REFER TO ENG. SHEETS WHEN ERECTING TRUSSES! L _� o) c)) (C -t 2 - s 1 -1/2 CUTBACK FOR 2 0 B 2 8 L 1/2 CUTBACK FOR STRUCTURAL SUB - FASCIA RUCTURAL SUB - FASCIA (REFER TO ARCH. OR ENG OF REC.) 14' -5" TO ARCH. OR ENG OF REC.) Date . Signature - 1 a ? TURN THIS APPROVED DRAWING 10 .� f LANT, FABRICATION WILL NOT START UN + I WAS RFFN RF('`.FIVFI) 12 12 4 4.5977 1 � 7 w 10_ =8 "� ELEV. c° = 108 ELEV. CUSTOME 2 / CCNTIRACTt01� HAS BEEIN PROVIDED WITH CD 0 _J12 ° 12 T. P. I. RECOMMENDATIONS FOR 5 1/2" PL. CUT 1 5 1/2" PL. CUT 12 BRACING AND TRUSS ERECT'ION „ EL 9 1 _ EDWARD A. LANDE S, RE. 9 - ELEV. I tNLEDGE RECEIF�T DACE NQ CONSULTING E�Glrsl E�'c S -8" 8" 2' -0" 1' -0° 3' -8" 8" 3' -0" 1' -0" CANT. CANT. This submittal has been reviewed for col formance With design concept and information given in contrac documents. Accuracy , cam leteness dimensions quantities, safet n er I tons completeness, construction means and methods, sequence of construction S ECTI 0 N S ECTI 0 N coordination With other trades and performance of systems remain N.T.S. N.T.S. the responsibility of the contractor. , V LNo exceptions taken ❑ Rejected ❑ Make correcti s noted ❑ Revise and Resubmit 4 . _2,3 - evie>ver Submittal No. - Date 1 REV. 06/17/09 TRUSS COMPANY,, _ INC 13980 S.W. 252ND Street Miawi, F!. 33032 Phone (305) 257 -151 TRUSS PLACEMENT PLAN ALL SPACING 24" O.C. APPROVED AS NOT4 , SCALE: 3/16 = 1' — 0" UNLESS OTHERWISE NOTED. 1 FIURRICANE STRAP, WALLS, AND FOUNDATIONS 4 JOB SITE FRAMING MUST BE APPROVED BY OTHERS PATIO ' ADD.: M/M GODIN UST BE CAPABLE OF WITHSTANDING 5. O LEDGER DESIGN AND CONNECTIONS MUST BE APPROVED 1 293 + 1 E. 1 ST., MIAMI, / U PLIFT AS SHOWN ON ENG. DRAWINGS & F B.0 BY OTHERS. FOR DRYWALL CONSTRUCTION REFER TO ARCHITECT or TRUSSES MUST NOT BEAR 2 , / UPLIFT STRAPS OR OTHER CONNECTIC ARE (P.R(0 C'NS NO CT OOkP, WITHOUT STRIPPING, CONTRACTOR ENGINEER FOR COMPLETE ON ANY INTERIOR WALL R 0 E,Q'D IN ADDITION TO STANDARD CONNEC ION s. d EcTION SUPERVISION Is REQUIRED MAHMOUD ZOLFAGHARI P.E. CC # NAME. MARIO ESPINEIRA TO PROVIDE 2X4 CONTINUOUS TEE DOWN PROVISIONS PARTITION UNLESS WITHSTAND UPLIFT AS SHOWN ON 7. O EXISTING TRUSSES MUST BE CAPABLE OF WITHSTANDING # 36921 DRAWN BY DATE DE NGINEERING DRAWING AND F B.0 ADDITIONAL LOAD DUE TO THE NEW TRUSSES. D� PLAN Nc. LATERAL BRACING AS PER FOR TIE BEAM, WALL and DESIGNED FOR 13901 S.W. 108 AVE. 3. ANY REPAIRS AT THE FIELD MUST BE APPROVED BY 8. LOADING ON GIRDER TRUSSES MUST BE CHECKED AND qi� 10 1 ENGINEERING SHEETS. FOUNDATION CONDITIONS. VERIFIED BY ARCHITECT OR ENGINEER OF RECORD. MIAMI, FLORIDA 6796 J¢. 06/03/09 A REGISTERED ENGINEER. (305)253 -242$ s =-- h AU6 l 8 2009 BY: ____________________ 3 ;Y (J � "} • . E '. k: 3 V • uoccp• ,��� ` •e: � e wcw• • • w® m PERMIT %1:a Shores V i' FSTATEAND BY D / AT c j ?vl(= 'uANCE WITH ALL FEDERAL NTY RULES AND REGULATIONS �M!a Shores Vi llag e APPROVED_ BY DATE ZONING DEPT Gdr B DE PT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS J G J O li G r • h i r W CITY co"'..py a L/` V N -r �"� - I !'fit1... ON &` ro oc h ! , r� z �. r Q! C-1 + I in Aw s rm� } � n _.-M PER MI #: _ Miami Shores Villa e i i s A P P ROVED BY pA r i �r r �O�ING DEPT E11.DG DEPT �Ty' '� �1✓ 1� SUBJECT TO COM LIA CE WITH ALL D STATE AND On lY RULES AND REGULATIONS _. . �'.. L F looe SCALE: �� APPROVED BY: DRAWN BY c�erard A. P.E. #38348 DATE: REVISED (305)823 -3$3 7850 NW 14 6 STREE Mf 5Q 4 • MIAMI LAKES F L 3 3016 DRAWING NUMBER I, - to t GF fr�4® /� a SCALE: 4� APPROVED BY: DRAWN BY UPI E dward Ll � P.E. C v���i S DATE: REV fSED / ��,��!! �F�+tl � N 0 ST C �� BGM �S (305)823 -393$ DRAWING NUMBER 7850 NW 146 STPEET, SUI 5 09 • M IAMI LAKES, FL 33 dam N xo . ... 00 Boas �'t 1 ,. � 15 3►,� C -� Ali V_.: 14 PT S ATO 9F Wks _ �F - - , ' - ��_: r �,. ., ►r / B a. �n _ i, ,.._ &M : fit " c�L_. T _ _ NT At a �µ � 4�0 Ae op� w ' 7 kq �` � SCALE: APPROVED WD BY: DRAWN BY D - C Ylf �t .t P.E. PC 38398 DATE: REVISED & �� '+ TO CONSU T Bt2S (345)823 -3938 f l `� DRAWIN UMBER 7850 NW 146 STREET, SUIT, 509 • NMAMI LAKES, FL 33016 STRUCTURAL NOTES FBC 2007 G E N E R A L: STRUCTURAL OBSERVATIONS. SOIL STATEMENT 1. THE DRAWINGS ARE INTENDED TO SNOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTALLY DIAGRAMMATIC. THEY 1. DADE COUNTY REQUIRES THAT THE ENGINEER -OF- RECORD SUBMIT A ON SITE VISUAL INSPECTION THE SOIL SHALL HAVE BEARING CAPACITY OF 2000 ARE NOT INTENDED TO BE SCALED FOR ROUGH -IN ME „SUREMENTS, OR TO STATEMENT, AT THE COMPLETION OF THE CONSTRUCTION WORK, REGARDING PSF THE ENGINEER SHALL SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. THE COMPLIANCE OF THE WORK WITH THE APPROVED PERMIT PLANS (.F.B.C. CERTIFY THAT THE SOIL CONDITIONS ARE AS DESCRIBED IN THE PLANS AT THE 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TIME OF THE FOUNDATION INSPECTION. TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION 2. IN ORDER TO COMPLY WITH THE ABOVE, THE ENGINEER OF RECORD MUST BE THE CERTIFIED IN PLACE BEARING CAPACITY SHALL HAVE BEEN DETERMINED BY ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION RETAINED AS THE STRUCTURAL INSPECTOR, AND NOTIFIED AT LEAST 24 HOURS THE WAY OF RECOGNIZED TESTS OF RATIONAL ANALYSIS AND SHALL MEET OR IS SHOWN. PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WILL CONCEAL EXCEED THE DESIGN BEARING CAPACITY IDENTIFIED UNDER 1818.1 STRUCTURAL ELEMENTS. UNLESS EVERY STRUCTURAL ELEMENT WAS 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE ADEQUATELY OBSERVED BY THE STRUCTURAL ENGINEER -OF- RECORD (OR HIS SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND REPRESENTATIVE), THE ENGINEER WILL NOT ISSUE THE REQUIRED COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND "STATEMENT OF INSPECTION ". ' SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT /ENGINEER BEFORE COMMENCING WORK. THE 3. IN THE EVENT THAT THE ENGINEER OF RECORD WERE NOT RETAINED TO _ CONTRACTOR HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM PERFORM STRUCTURAL OBSERVATIONS, THE OWNER AND THE CONTRACTOR MUST ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, NOTIFY THE BUILDING DEPARTMENT AND OBTAIN AN APPROVAL OF THE ENGINEER ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. ENGAGED TO PERFORM THE INSPECTIONS, BEFORE START OF ANY STRUCTURAL 4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES WORK. OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN 4. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE HELD RESPONSIBLE WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK AND LIABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO OBSERVED BY THE ENGINEER -OF- RECORD (OR HIS REPRESENTATIVE) OR FOR GIVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE ANY WORK, APPROVED BY THE INSPECTING ENGINEER ( OTHER THAT THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING ENGINEER -OF- RECORD) WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT THE SAME. RECORD DOCUMENTS. 5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND SPECIFICATIONS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL STRUCTURAL DESIGN CRITERIA: ELECTRICAL AND OTHER TRADE DRAWINGS AND SHOP DRAWINGS, TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. NOTIFY ARCHITECT /ENGINEER, IN 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA WRITING, OF ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK. BUILDING CODE - (2004 EDITION) AND OTHER REFERENCED CODES -- AND SPECIFICATIONS. ALL CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF PERMIT. SHOP DRAWINGS & DELEGATED ENDING 2• WIND LOAD CRITERIA - BASED ON ANSI /ASCE 7 -02. BASIC WIND VELOCITY 146 MPH, I. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW ONLY OCCUPANCY CATEGORY I (AT HURRICANE OCEANLINE), EXPOSURE "C ". AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, DIMENSIONS AND OTHER TRADE REQUIREMENTS, 3. ROOF DESIGN LOADS: AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE ENGINEER DEAD LOADS: . 25 PSF ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ENGINEERING LIVE LOADS: . . . . . . . 30 PSF DESIGN BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE 4. FLOOR DESIGN LOADS: GOOD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW DEAD LOADS: . . . . 25 PSF OF DRAWINGS BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN LIVE LOADS: . 40 PSF ACCORDANCE WITH SUCH DRAWINGS. 2. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE 5. WIND NET UPLIFT ON ROOF TRUSSES: SEE SCHEDULE ON S -4 STRUCTURE, ALL RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, PRODUCT APPROVAL, MANUFACTURER'S DATA AND OTHER RELATED - - - - - - - -- - -- INFORMATION, MUST BE REVIEWED AND ACCEPTED BY THE C AND REINFORCING- ENGINEER -OF- RECORD AND APPROVED BY THE BUILDING DEPARTMENT. � 3. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING- OUTLINED IN THE FLORIDA BUILDING CODE CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" 4. ALL DELEGATED ENGINEER'S SHOP DRAWINGS SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" SHOP DRAWINGS SHALL CONTAIN ALL INFORMATION SHOWN PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ON THE STRUCTURAL PLANS (RELATED TO THE DELEGATED DESIGN) INCLUDING ACCORDANCE WITH "HOT WEATHER CONCRETING" ALL DESIGN LOADS, IN ADDITION TO THE INFORMATION REQUIRED BY THE DELEGATED ENGINEER'S DESIGN. 5. THE ENGINEER OF RECORD SHALL REVIEW ALL SHOP DRAWINGS, PREPARED AND 3. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 50 00 , SIGNED AND SEALED BY THE CONTRACTOR'S DELEGATED ENGINEER, ONLY FOR P.S.I. AT 28 DAYS. MAXIMUM SLUMP 5'. GENERAL COMPLIANCE WITH THE DESIGN INTENT, REQUIRED LOADING AND 4. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST COORDINATION WITH THE STRUCTURE DESIGNED BY THE ENGINEER OF RECORD. A.S.T.M. A -615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF 6. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD, ONLY ONE SET OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.I. 315 AND C.R.S.I. MANUAL OF STANDARD PRACTICE. SEPIA AND ONE SET OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR ENGINEER'S REVIEW, BEFORE STARTING FABRICATION. THE ENGINEER WILL 5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: RETURN THE MARKED -UP AND STAMPED SEPIA TO THE ARCHITECT. THESE SEPIA COPIES SHALL BE USED TO MAKE PRINTS AS REQUIRED FOR.. HE SHOP DRAWING GRADE BEAMS: (BO II " DISTRIBUTION. SETS OF BLUE PRINTS (WITHOUT SEPIA) WILL NOT BE ACCEPTED. U80 SIDES) ' ' . • . . • . . . 3 . , . . . 2" EXTERIOR SLABS ON GRADE: (BOTTOM) . . . . 2" - (TOP) . . . . 1 -1/2" CONSTRUCTION MEANS AND METHODS COLUMNS AND BEAMS: (TO THE TIES) . . . . . 1 -1/2 1, THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY 6. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES, REQUIREMENTS OF THE FLORIDA BUILDING CODE AND U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD ALL LOCAL, STATE AND FEDERAL LAWS. HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS 2. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, COLUMNS (U.O.N.). STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK IS COMPLETED. 7. ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT 3. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS, PERMITTED. OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR ROADS. 8. BEAM REINFORCEMENT. LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP STORMS OR SUN), SO AS PROTECTION AGAINST MAINTAIN ALL WORK, MATERIALS. T APPDA,RATUS BARS (LI IOC N) O S TO S ALL TOP ANDA D DEGREE EDHOOKS AS REQUIRED EDGES AS AND FIXTURES FREE FROM INJURY OR DAMAGE. (U.O.N.). 5. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED. 9. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE INCHES MINIMUM EACH WAY AT "L" AND-"T" CORNERS IN OUTER FACES OF ALL REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE. BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE ` 6. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT PROPERTY REBARS). 10. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE BEAM REQUIREMENTS. E dward A. P.E. #38398 • 0 am W ON ; (345)823.393$ C0�15�JLT�vG e�P W 780 N 146 STREET SU11'e 5f1 4 • MIAMI LAKES, FL 33016 _k 1 C-1 03 Elolj)L F ; zi , I ROOF UPLIFT PRESSURES ZONE 1 2 3 Gross uplift -55.0 -78.3 -78.3 a Gravity +10.0 *10.0 +10.0 Net uplift -45.0 -68.3 -68.3 ITZ 1 APPROVED BY SCALE: C�� DRAWN BY M3 Edward A. P.E. X38348 0 64. ilk go DATE: REVISED CONSLLt E ERRS (305)823 -393$ 1 ro of sTZ 7850 NW 146 STRE SUITE 509 • M I A MI LAK FL 33016 DRAWING NUMBER - - - � ' woj r f rr ,.1.. Sc. IN f y, a r - - - - - - - -- - - -r- -- - —'!gam cl C11 5- I - r COLUMN SCHEDULE F- I I . '� i'4 C -1 LJ L — �� — — J ; 4" X 4 "X 3/8" STEEL COL I # WITH CONCRETE FILL I I ( FOOTING SCHEDULE ti. ('ol FBI CIA " ' " F -1 4' -9 x 4-9 x 4' -0" (r 1 CONC. FOOTING WITH 5 I I 0 - �, #5 KEBABS @ 8" EACH WAY, TOP & BOTTOM '� N BEAM SCHEDULE Ulv5fl RHO- 1A,,f W i 'e- B-1 W8 X 31 STEEL BEAM 1 13 or I I 19 -ot U NP 59- T =f SCALE: � �„�� APPROVED BY: DRAWN BY �� {� `�^�� A. P.E. #38398 DATE: REVISED CCU T �� _ (305)823 - 393 14 78 54 NW 6 STREET, SUITE 5d4 • MIAMI LAKES FL 3301 DRAWING NUMBER -- -- - - - _ �,�� I F S { N E - - -- N X 3 i I g Rf I 1 I � ' _- I I �_GF► , s . [1 0 - C EA („ MCx '90Y-ES TOR_ - F 0TW Z -6 LIGHTS M _A N I�-W 5,L6cT9IaJ\L-- f o W l I Z�, GXtio I Wx C I RCU T5 { SCALE: APPROVED BY: DkAW4BY Ito. P.E. *38348 Edward A . R�VISED DATE: LU PO$ , . #_ _� 149 +M 1 1 c�T ERs ts _ tv t`� DRAWING NUMBER 7850 NW 14 STRE SU ITE 5f39 • 16 L 3 MIAMI L AKES, F30 - -- - -- - -= E LE; CTRI CALF L I PERM dogma (woo MIAMI 6 MAY 1 - `1009 1 - �_ APPROVED' � ATE 1(: _ _ - - -_- -- ZONING' STRUCTURAL i PLUMBING MECHANICAL BLDG. SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS .J Gr I � I " ROOF UPLIFT PRESSURES ZONE 1 2 3 ' Gross uplift -55.0 -78.3 -78.3 6� "f Gravity .10.0 10.0 t +10.0 Net uplift -45.0 -68.3 -68.3 ? IA - I - .� C j 1_ C2 l SCAL APPROVED BY: p p Edward A . 1. 383 8 E: st �3 tl DRAWN BY DATE REVISED p s E 607 CONsuLTW, MGNEERS (305 )823.393$ 7$5 Niid 346 ST REET. SU ITt 509 • N41AMI LA KES, FL 33016 DRAWING NUMBER �� O O �n y � ' C-1 x FTeJe f3 � i i 5 pt J I M 644t of � r x A A - Al N TH VC 1 - - s T g e l , „ ...,: t - -yr .. _w �a ._ W 167 ". Of.1.1 r r_ 't G ALC F e APPROVED BY: SCALE: DRAWN BY d`rrr'tard A . �38s4$ . DATE: REVISED CONSULTNG DCWR (305)823 -393 7850 NW 146 ST REET, SUITE 509 - WAMI LAKES FL 33016 DRAWING NUMBER y°