14-150-001REViJiOiJS " BY
GENERAL NOTES 91 UCTUML STEEL _ - _ _
1. ALL WORK SHALL COWORM TO FLORIDA BUILDING CODE 2010. 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING - - - = -
2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING CODE AND RISC SPECIFICATIONS NINTH EDITION.
JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT
TO THE ATTENTION OF THE ENGINEER 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS
NOTED OTHERWISE ON THE DRAWINGS:
3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL 13E THE CONTRACTORS
RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO TYPE ASTM GRADE Fy _
THE BEGINING OF CONSTRUCTION. ALL STANDAR STEEL SHAPES A36 - - - -- 36 KSI 42' EXTERIOR ALUM
ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE STRUCTURAL TUBING A500 B 46 . KSI - - 42' EXTERIOR ALUM.
DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. STEEL PIPE A501 - - - -- 36 KSI GUARD RAIL Iq
ANCHOR BOLTS A301 - - - --
------ REAR BALCONY 01 GUARD RAIL
4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. BOLTED CONNECTIONS A325 -N - - - -- - - - - -- _ REAR BALCONY 02 - tj
5. CONTRACTOR 15 TO FURNISH ALL LABOR. MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOLLN 3. ALL WELDING SHALL BE IN ACCORDANCE WITH LATEST AWS CODE. ALL
ON THE DRAWINGS AND SPECIFIED HEREIN. WELDS SHALL USE E10XX ELECTRODES.
6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 4. PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT MIN. 3 ML. DRY FILM
THICKNESS).
1. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24
HOURS PRIOR TO INSPECTION. 5. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WHITW
ALKALI - RESISTANCE COATINGS, SUCH AS HEAVY- BODIED BITUMINOUS PAINT
S. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND OR WATHER -WHITE MOTHACRYLATE LACQUER STEEL CONNECTION
FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. W /ALUMINUM SHALL BE PAINED WITH 850 -Y -01 FAST DRY ZINC PHOSPHATE.
S. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE 6. STEEL STAIR AND RAILING SYSTEMS USED IN EXTERIOR APPLICATIONS ��W
OAR AND /OR EXPOSED TO ADVERSE CONDITIONS MUST BE PROPERLY AND V
REGULARLY MAINTAINED TO MINIMIZE CORROSION WHICH CAN RESULT IN FRONT BALCONY
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND EVENTUAL- STRUCTURAL FAILURE. N
PROCEDURES TO BE USED. 1. ALL COLLECTIONS TO BE WELDED USE 3116' MIN. WELD SIZE, TYPICAL U.N.O. 41 v
fl. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT 8 FLORIDA BUILDING GODS X010 EDITION LOADS:
CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT O
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK STAIR: M
SUPERIMPOSED DEAD LOAD - 25 PSF
12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN LIVE I LOAD - 30 PSF.
RAILING:
L
PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ^
ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO PTA CCEMNTIZ4 D LOAD OF 200 • M ANY DIRECTION AT ANY PLACE OF ® ® ® ® a
EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. ell
W■ DISTRIBUTED LOAD OF 50 PLF AT TOP MEMBER cd
13. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. KD' LOAD AS PER ASCE 1 -10 kf)
000
14. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF FENCE AND DOORS t-,1
ANY EXTRA MATERIALS 4 GARBAGE FROM THE SITE AFTER COMPLETION OF WORK WIND LOAD AS PER ASCE 1 -10 42' EXTERIOR ALUM.
KD ■026 GUARD RAIL, TYP. N •
15. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. DDSM CONSULTING LLC WILL NOT BE WIND VELOCITY AS PER ASCE 1 -10 Cd
RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN MIAMI -DADS BROWARD T
AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF CATEGORY I ------- - - - - -- 165 mph ----- - - - - -- -156 mph �• •
DRAWINGS WILL RESULT IN ADDITIONAL COST. CATEGORY 2 ------- - - - - -- 115 mph ----- - - - - -- -110 mph u
CATEGORY 344 ------- - - - - -- 186 m ph ------------ 180 m tn
16. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE QUANTITIES AND DIMENSIONS SHOUJrI ON THE DRAWINGS ARE BASED ON THE OR GrLl'yl\ ,_` • O M
BEEN APPROVED IN WRITING BY THE OWNER ARCHITECTURAL DRAWINGS. SD -1 SCALE: 3/8 -1 0
ALUMNUM 10. ALL DIMENSIONS TO BE SITE VERIFIED. h--i
I. ELEMENTS WILL BE AS DESIGNED BY DDSM CONSULTING LLC AND AS APPROVED BY ARCHITECT AND /OR OWNERS, t0 SPACE TO REJECT B I SPACE TO REJECT B ^
CONFORM GENERALLY WITH THE ARCHITECTURAL DRAWING AND SPECIFICATIONS. 11. THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE S -j
SYSTEM OR SISTEMS. ENGINEER OF RECORD OF THE BUILDING SHALL VERIFY 4' SPHERE 0 4' SPHERE 0
2. ALUMINUM SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE ON THE DRAWINGS: THE STRUCTURE FOR SUCH LOADINGS.
TYPE Fb Fb(WELDED) Ey Fy(WELDED) 12. NOTE: - -
6063- T5(TU15ES 4 SHAPES) 95 KSI 4.6 KSI 55 KSI 2.8 KSI -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK -ONS WILL BE VOIDED.
6063- T5(ROUND4 OVAL) I15 KSI 55 KSI 55 KSI 2.8 KSI A A
6063- T6(TU15ES 4 SHAPES) 15.0 KSI 4.8 KSI 85 KS 2.8 KSI
6063- T6(ROUND 4 OVAL) 18.0 KSI 55 KSI 85 KSI 2.8 KSI
6005- T5(TUBES 4 SHAPES) ISO KS1 80 KSI 120 KS1 45 KSI t
6005- T5(ROUND 4 OVAL) 24.0 KSI SO KSI 12.0 KSI 45 KSI - SEE ROCKITE - cq SEE ROCKITE $
6061- T6(TU15ES 4 SHAPES) ISO KSI SO KSI 120 KSI 50 KSI DETAIL DETAIL
6061- T6(ROUND 4 OVAL) 24.0 KSI 105 KSI 120 KSI 50 KSI
3. CODE FLORIDA BUILDING CODE 2010 EDITION LOADS:
EXISTING 10' TS AIR: a ° ° 4 C NCRETE SLAB " CONCRETE SLAB
EXISTING 10 ° M
SUPERIMPOSED DEAD LOAD = 25 PSF
• a (3000 PSI) a • r---I b 7 LIVE LOAD - 30 PSF. e' (3000 PSI) o
M
RAILING: ,q 1_ 1_ 1_ C-\
M
P =CONCENTRATED LOAD OF 200 0 IN ANY DIRECTION AT ANY PLACE OF TOP MEMBER
W- DISTRIBUTED LOAD OF 50 PLF AT TOP MEMBER C C
WIND LOAD AS PER ASCE 1 -10 A TYPICAL FRONT BALCONY ELEVATION rP�1 7O
KD -0B5 REAR BALCONY 01 ELEVATION
FENCE AND DOORS
WIND LOAD AS PER ASCE 1 -10 t
KD ■085 40 - cq o TYP •
SPACE TO REJECT SPACE TO REJECT 1/8
WIND LOAD AS PER ASCE 1 -10: KD -026 4' SPHERE 0 4' SPHERE 0 ■ G ° W
WIND VELOCITY AS PER ASCE 1 -10 ROCKITE ROCKITE B B A •
MIAMI -DADS BROWARD o
CATEGORY 1 ------- - - - - -- 165 mph ----- - - - - -- -156 mph
CATEGORY 2 ------- - ----- 115 mph ----- - - - - -- -110 mph �, Do
CATEGORY 344 - ---------- -- 186 mph ----- - - - - -- -180 mph ° o
4. THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. ENGINEER ON WCORD OF THE A 'd' r7
°
BUILDING SHALL VERIFY THE STRUCTURE FOR SUCH LOADINGS.
5. THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ON THE ARCHITECTURAL ROCKITE ANCHORING HYDRAULIC TYPE CEMENT BY I
DRAWINGS. HARTLINE PRODUCTS CO., INC. WITH A COMPRESSION -
SEE ROCKITE � J
STRENGTH OF 8,000 PSI AT THE END OF DAYS DETAIL G W Z _ °
6.ALL DIMENSIONS TO BE SITE VERIFIED. OR APROVED EQUALIEMBEDED 4') _ .
o ai
1. ROCKITE ANCHORING HYDRAULIC TYPE CEMENT BY HARTLINE PRODUCTS CO., INC. WITH A COMPRESSION STRENGTH OF 10,000 z
PSI AT THE END OF l DAYS. EXISTING 10' c ' • �' w
9 •• m CONCRETE � I r✓ I G? U z V a
a
S. ALUMINUM NOTE: t tl • ° SLAB n• O O 0
WELDING: ALUMINUM ALLOY 5356 a (3000 PSI) 00
GLEANING: SSPC -SP2 'HAND TOOL CLEANING' _ a+ o 3
: C C l w rn o
NOTE
PAINT ALUMINUM AND STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI- RESISTANCE COATINGS, REAR BALCONY 02 ELEVATION REAR BALCONY "2 ELEVATION SIDE VIEW l L 1...._ zo l
SUCH AS HEAVY- BODIED BITUMINOUS PAINT OR WATHER -WHITE MOTHACRYLATE LACQUER
GENFR416 AL VI AND STEEL NOTES A ROCIGTE INSTALLATION DTL EKIEMOR RAHJNG ELEVATIONS 1 EXT. G 0
� SECTION
cn
NTS SD -I SCALE:3' =1' -0' SD -1 SC LE: 1/2' =1' -0' SD -I SCALE: 1' =1' -0'
0 0
B U
W
B SPACE TO REJECT U v 0
22' INTERIOR STEEL 22' INTERIOR STEEL SPACE TO REJECT B 4' SPHERE 0 B A
GUARD RAIL TGUARD RAIL 4' SPHERE 0 7
SPACE TO REJECT
STAINLESS STEEL KWIK BOLT 111 1/2'
11`i71 iiLLfi I IVI`{ v 'i I-IA I l= KI,�1L7 MA I IzM1Ak1_7 AUTHORIZED BY DDSM CONSULTING LLC
SEE INTERIOR EXISTING 10' 4 /SD -1 C - • Is PROHIBITED. �E �Y 0 2W75
DETAIL INSTALLATION CONCRETE SLAB
36' INTERIOR STEEL
STAIR GUARD RAIL SEE INTERIOR SPACE TO REJECT C PACE TO REJECT A. ALUM.
1 1 ' DETAIL INSTALLATION ,_ , ,_ , 6' SPHERE 0 SPACE TO REJECT ,- ' SPHERE ' . a. ' 6061 -T6
- - 6' SPHERE 0 EXISTING 10 A. STEEL
DETAIL CONCRETE SLAB A -36
INSTALLATION STAINLESS STEEL KWIK
4 /5D -1 2 r'� 1. RARR4G SECTION A BOLT III 1/2' DIAM. ,
-
UP SPACE TO REJECT
36' INTERIOR STEEL STAIR RAILING ELEVATIONS EMBEDDED 3 -1/2 INTO
42' INTERIOR STEEL 4' SPHERE 0 5-1 SD -1 SCALE: 1/2' =1' -0' GONG. SLAB, TYP.
CsUARD RAIL B. STEEL
C B SPACE TO REJECT 3 B o A -36 �� 6061-76
t -
A 4' SPHERE 0 S -1
A C 8 •"`�` SIGN AND SEAL
A � o o ■
1 DETAIL TY Date 02/06/2014
PI /8 � � � ■ '• C. STEEL C ALUM.
INSTALLATION _I ° _� A -36 6061 -T6 5cale
4 /SD -1 (TYP.)
• •d Drawn A.L. /A.O.
EXISTING 10' ° �
42' STEEL INTERIOR CONCRETE SLAB Job 14 012
RAILING ELEVATION 1-
_ ALL DIMENSIO S TO
22' STEEL INTERIOR RAILING ELEVATION BE FIELD VERIFIED sheet
C 3 N 4 INSTALLATION DETA L E M. AND EXT. MA SD-1
INTERIOR I�AILIl�TG PLAN D OR R;AII.ING ELEVATIONS AND SECTIONS EXT. RAIIIING S:F�CI'IO
SD -1 SCALE: 1/4' = 1' -0' SD -1 SCALE: 1/4' = 1' -0' SD -1 SCALE: 3/8' =1' -0' SD -I SCALE: 1- 1/2' =1' -0' SD -1 SCALE: 3' =1' -0'
1_ ■ 1_ ■ 1_ ■ 1_ ■ 1_ ■ 1_ ■
4' SPHERE
A 1
A
•I A-� ' DETAIL •I
LAIC Al 1 ATI/'\AI
TYPI /8
DIAM. EMBEDDED 3 -1/2' INTO
CONC.-ryS�LAB AND SPACED AT 12'
AX., 1 I P'
•, � 11
INTERIOR EXTERIOR
❑DARIO A. NERRERO, P.E.(lk No- 67196)
VERIIFFY AND BE R�ES`POONNSBLE CONTRACTOR ALL TDMENSIONS.
DO NOT SCALE THE DRAWING. ANY ERRORS OR
OMISSIONS SHALL BE REPORTED TO DDSM
CONSULTING LLC WITHOUT DELAY. THE COPYRIGHTS
TO ALL DESIGNS AND DRAVANCS ARE THE PROPERTY
OF DDSM CONSULTING LLC. REPRODUCTION OR
USE FOR ANY PURPOSE OTHER THAN THAT
11`i71 iiLLfi I IVI`{ v 'i I-IA I l= KI,�1L7 MA I IzM1Ak1_7 AUTHORIZED BY DDSM CONSULTING LLC
SEE INTERIOR EXISTING 10' 4 /SD -1 C - • Is PROHIBITED. �E �Y 0 2W75
DETAIL INSTALLATION CONCRETE SLAB
36' INTERIOR STEEL
STAIR GUARD RAIL SEE INTERIOR SPACE TO REJECT C PACE TO REJECT A. ALUM.
1 1 ' DETAIL INSTALLATION ,_ , ,_ , 6' SPHERE 0 SPACE TO REJECT ,- ' SPHERE ' . a. ' 6061 -T6
- - 6' SPHERE 0 EXISTING 10 A. STEEL
DETAIL CONCRETE SLAB A -36
INSTALLATION STAINLESS STEEL KWIK
4 /5D -1 2 r'� 1. RARR4G SECTION A BOLT III 1/2' DIAM. ,
-
UP SPACE TO REJECT
36' INTERIOR STEEL STAIR RAILING ELEVATIONS EMBEDDED 3 -1/2 INTO
42' INTERIOR STEEL 4' SPHERE 0 5-1 SD -1 SCALE: 1/2' =1' -0' GONG. SLAB, TYP.
CsUARD RAIL B. STEEL
C B SPACE TO REJECT 3 B o A -36 �� 6061-76
t -
A 4' SPHERE 0 S -1
A C 8 •"`�` SIGN AND SEAL
A � o o ■
1 DETAIL TY Date 02/06/2014
PI /8 � � � ■ '• C. STEEL C ALUM.
INSTALLATION _I ° _� A -36 6061 -T6 5cale
4 /SD -1 (TYP.)
• •d Drawn A.L. /A.O.
EXISTING 10' ° �
42' STEEL INTERIOR CONCRETE SLAB Job 14 012
RAILING ELEVATION 1-
_ ALL DIMENSIO S TO
22' STEEL INTERIOR RAILING ELEVATION BE FIELD VERIFIED sheet
C 3 N 4 INSTALLATION DETA L E M. AND EXT. MA SD-1
INTERIOR I�AILIl�TG PLAN D OR R;AII.ING ELEVATIONS AND SECTIONS EXT. RAIIIING S:F�CI'IO
SD -1 SCALE: 1/4' = 1' -0' SD -1 SCALE: 1/4' = 1' -0' SD -1 SCALE: 3/8' =1' -0' SD -I SCALE: 1- 1/2' =1' -0' SD -1 SCALE: 3' =1' -0'