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the property of ML Engineering, Inc.
Reproduction and/or use of this drawing
or any content therein,without express
consent or permission of this company
is prohibited,may constitute an infringe-
ment,and may be subject to legal action
by MIL Engineering, Inc_
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KEY PLAN 27 28 2 3 31 3 3 3 35
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3. DO NOT 5GALE PLANS.
REVISIONS: DATE:
DATE: 08/03/21
DRAWN BY: TR
CHECKED BY: ML
JOB No. 21-165B
SEAL:
Michael A Lue
State of Florida, Professional Engineer, License No.
47520. This item has been digitally signed and
sealed by Michael Anthony Lue, FL PE # 47520, on
the date indicated here. Printed copies of this MICHAELA. LUE, P.E.
document are not considered signed & sealed & FLORIDA REG. #47520
signature must be verified on any electronic copies. SHEET NO:
2021 .08.03 15:58:13 -04'00'
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DRAWN BY: TR
CHECKED BY: ML
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JOB No. 21-165B
cm NEW FT6 A5 PER PLAN SEAL:
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24"
EX15T FT6. TO REMAIN
MICHAEL A. LUE, P.E.
FLORIDA REG. #47520
SHEET NO:
A SECTION B SECTION
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b Z 126A Reproduction and/or use of this drawing
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DATE: 08/03/21
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WELDED TO R1610 FRAME DRAWN BY: TR
NEW WALL PANEL A5 PER PLAN CHECKED BY: M L
Ib"TYP I/4 JOB No. 21-165B
SEAL:
NEW COLUMN A5 PER PLAN
NEW b" Z 61RT
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MICHAEL A. LUE, P.E.
FLORIDA REG. #47520
E DETAIL SHEET NO:
5GALE I" = I'-0"
S � 3
OF 4 SHEET
DESIGN LOADS
FLORIDA BUILDING CODE,ITH EDITION(2020) Obh O.bh N
CONCRETE BEAM SCHEDULE V N 0
ROOF LOADS (EXISTING) Tr Tr Z
SIZE REINFORCING 3 3 - •� O 10
MARK REMARKS DEAD...........................................................................................2 P5F (A5 PER MBM) __ //nn-• 0) 10 �
COLLATERAL LOAD ............................................6 P5F 02h -------- --- i V N CT Ui
WIDTH DEPTH TOP INT. BOTTOM STIRRUPS l r z w M
rr r rr LIVE..............................................................................................20 P5F (REDUGIBLE) i t - O N D X
B-I 8 Ib #b - #b - (2) GOURSE 8 BOND BLOCK,5EE NOTE I Q o a
WIND LOADS PER ASGE 1-I6 O.bh O.bh w `�
ULTIMATE WIND SPEED REGION,Alt)......................Ib0 MPH LU U ILL
NOMINAL WIND SPEED REGION,V(asd)....................124 MPH l i t Z � LO
NOTES: WIND BORNE DE5RI5 REGION (Q)l Q i iQQ IV c j M UD
ENGL05ED STRUGTURE l i O 01
I. PROVIDE 8 PREGAST CONCRETE LINTEL BY GAST GRETE OR EQUAL ABOVE ALL MA50NRY OPENIN65 W/ I#5 BAR GROUTED 5OLID POURED 50LID WITH lQl l 11 Z 0) cM 'o
BUILDING HEIGHT < 30 FT l l l i � O m LO
THE MA50NRY BOND BEAM ABOVE WITH A MIN. OF b" BR6 EAGH END. TYPICAL U.N.O. ROOF PITGH I/I2 i i I"I"I CV O C'i
RISK GATEGORY II l l N
INTERNAL PRE55URE GOEFF. ±0.1& i i > ui
EXP05URE G ------------
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HEIGHT EXPOSURE GOEFF. 1.40 0 -------0 -----� 3 ()
NOMINAL COMPONENT & CLADDING PRESSURES PSF (ASD)
EFFECTIVE AREA(5Q. FT) This drawing and design shown is
M the property of L Engineering,
ring, Inc.
12" O.G. MAX. 4" ZONE Reproduction and/or use of this drawing
0 IO 1120 21 50 5I 1O0 or any content therein,without express
consent or permission of this company
is prohibited,may constitute an infringe-
Ab -b2 +I5 -5& +I3 -52 +I2 -48 ment,and may be subject to legal action
by MIL Engineering, Inc_
o I' Ab -35 +I5 -35 +I3 -3b +I2 -35
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P.T. BUCK A5 REQUIRED 3 +Ib -III +I5 -I00 +13 -81 +12 -16 �� ® ® �_
BY DOOR MANUFACTURER
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N I/4"� 5TAINLE55 STEEL s 3 O
TAPGONS INTO GROUTED
MA50NRY W/ 13/4" EMBED TYP. 4 +3q -42 +31 -40 +35 -3b +33 -3b �/ J
(MIN OF 3 FASTENERS EA 5I0E) LL
5 +3g -52 +31 -48 +35 -44 +33 -40 _
END ZONE 5 15 WITHIN A D15TANGE OF (a) = 12 FT FROM BUILDING GORNERS. - - I..0
SCOPE OF WORK
I. ENGL05E APPROXIMATELY 30' x 20I' AT THE SOUTH EAST CORNER UNDER EXI5TIN6 ROOF TO MATCH EXIST BUILDING. O
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STRUCTURAL NOTES O
I. CONTRACTOR SHALL VERIFY ALL DIMEN5ION5 IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISGREPANGIES Q/
PRIOR TO GONSTRUGTION.
2. ALL GONSTRUGTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR A5 REQUIRED TO SAFELY PERFORM THE WORK. LJ_
3. ALL DOORS AND HARDWARE MUST BE DE5I6NED AND CERTIFIED TO WITHSTAND THE DESIGN WIND PRE55URE5 NOTED IN THIS r ,
DOCUMENT AND SHALL BE IMPACT RE515TANT OR PROTECTED WITH IMPACT RE515TANT GOVERING MATERIAL A5 REQUIRED BY V
DOOR BUCK ATTACHMENT DETAIL (MASONRY) THE FLORIDA BUILDING GODE. O
NOTES: N.T.S.
FOUNDATION
I. ALL DOOR PERIMETERS SHALL BE WATERTIGHT. PROVIDE AN APPLICABLE APPROVED I. FOUNDATIONS ARE DE5I6NED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRE55URE OF 2,500 PSF. N
WATERPROOF SEALANT,(1) GOAT BEFORE INSTALLING BUGKS 8 (1) GOAT AFTER BUCK INSTALLATION. 2. GONTRAGTOR SHALL VERIFY THAT THE MINIMUM GOMPAGTION OF q5% OF IT5 MODIFIED PROCTOR AGGORDANGE WITH L.I..I
LIQUID WATERPROOFIN6 SHALL COMPLY W/AAMA 114. ASTM 0I551 I5 OBTAINED PRIOR TO FOOTING PLACEMENT.
2. U51N6 STRUGTURAL WOOD BUCK: CIS
THE MINIMUM STRUCTURAL WOOD BUCK SHALL BE I I/2" THICK ATTACHED TO GROUTED MASONRY 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRI5. O O
OR GONG W/ I/4"(P 5TAINLE55 STEEL TAPGONS A5 SHOWN. FASTEN DOOR TO BUCK 4. REFER TO SOILS INVE5TI6ATIVE REPORT BY K5M ENGINEERING,REPORT N0. 112081-b DATED JULY 6,2018 FOR ALL SITE
W/MIN. I/4") 5TAINLE55 STEEL WOOD SCREWS A5 PER NOA. PREPARATION REQUIREMENTS. J n/
3. NO STRUGTURAL BUGK:
THE DOORS SHALL BE FASTENED DIRECTLY TO THE GROUTED MA50NRY OR GONG CONCRETE V
(D
W/ 1/4"41) 5TAINLE55 STEEL TAPGONS A5 SHOWN OR A5 PER NOA. I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301 "SPEGIFIGATIONS FOR STRUGTURAL CONCRETE FOR BUILDIN65"
LATEST EDITION AND A.G.I. 31b BUILDING GORE REQUIREMENTS FOR STRUGTURAL GONGRETE. W Cn
2. CONCRETE STRENGTH SHALL HAVE A MINIMUM 2& DAY GOMPRE551VE STRENGTH A5 FOLLOWS: J
FOUNDATIONS 5,000 PSI 3/4" A66R. SLUMP 5" ± I" W/G 0.45 O
BEAMS 3,000 P5I 3/4" A6CR. SLUMP 5" ± I" W/G 0.5 O -
MA50NRY GROUT 3,000 P5I 3/8" A66R SLUMP IO"± I" W
3. REINFORGING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60.
4. THE MINIMUM GONGRETE GOVERA6E5 SHALL BE A5 FOLLOWS: Z Q Q
POUR JAMB INTEGRALLY W/GMU GAST A6AIN5T EARTH 3 IN5
OPEN HEAD JOINTS ® 161 O.G. VERT EXPO5ED TO WEATHER 1 I/2 IN5 �_ J 66
5. PROVIDE qO DEGREE LAP SPLIGES AT ALL INTERSEGTIONS.
JAMB FLASHING LLU
6. REINFORCING SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLOWING MINIMUM:#4 241N5 Z Z
G8)xII.5 JAMB STUD") 4• < #5 30 IN5 O n/ -
W/ 1/2 x5" HEADED 5TUD5 �, #6 36 IN5 �L V O
® Ib" O.G. VERT 1. GONGRETE SHALL BE TESTED IN ACCORDANCE WITH ASTM G3q. A MINIMUM OF (5) TEST GYLINDERS SHALL BE TAKEN FOR - W
EAGH I00 GU Y05 OF POUR, WITH ADDITIONAL 5ET5 FOR EVERY 50 GU Y05 OF POUR.
GYLINDERS SHALL BE TESTED A5 FOLLOWS: J Q
I ® 3 DAY5 U ( ,
® 1 DAY5 = H moo/
0 5®12" TYP EA JAMB 2 ® 2b DAY5 LL LL
DOOR HARDWARE I ® 56 DAY5 (IF THE MINIMUM 5TREN6TH 15 NOT MET IN 2& DAY5) Q
ATTAGHMENT BY MASONRY W L�
DOOR MANUFACTURER 3X(P SELF DRILLING,SELF TAPPING I..0
I. CONCRETE MA50NRY WORK SHALL BE IN ACCORDANCE WITH AGI 530.1/A5GE b/TM5 b02 5PEGIFIGATION FOR CONCRETE
SCREWS® 12 O.G. MA50NRY STRUGTURES AND AGI 530/A5GE 5/TM5 402,BUILDING CODE REQUIREMENTS FOR MA50NRY STRUGTURES. 5
2. CONCRETE MA50NRY UNITS SHALL BE IN CONFORMANCE WITH ASTM GqO,GRADE N,TYPE 11. MA50NRY UNITS SHALL BE TESTED
IN ACCORDANCE WITH ASTM GI40 AND SHALL HAVE A MINIMUM F'm = Ig00 P51. w
ROLL-UP DOOR JAMB ATTACHMENT DETAIL (METAL) 3. GROUT SHALL BE IN CONFORMANCE WITH ASTM G416,COARSE TYPE SLUMP q" TO II". 0o 2 11J
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N.T.S. 4. MORTAR SHALL BE IN AGGORDANGE WITH ASTM G210,TYPE 5.
5. ALL MA50NRY JOINTS SHALL BE WATERTIGHT AND GONGAVE TOOLED WITH A NON STAINING TOOL.
6. EXTERIOR SURFAGES SHALL SEALED AND PAINTED. ISSUE: DATE:
1. PROVIDE GLEANOUTS AT INTERIOR 5URFAGE5 FOR ALL 6ROUTED GONSTRUGTION AND LIMIT MORTAR PROTRU5ION5 TO I/2" MAXIMUM A. FOR PERMIT 08/03/21
IN GROUTED GELLS.
STUGGO b. ALL MA50NRY WALLS SHALL BE GONSTRUGTED IN RUNNING BOND WITH q 6A. LADDER TYPE JOINT REINFORCIN6 SPAGED
Ib" O.G. VERTICALLY. LAP AT ALL GORNERS AND b" MINIMUM.
LLJ PREFORMED JOINT FILLER q. PROVIDE b" PREGAST CONCRETE LINTELS WITH 1 #5 HORIZONTAL BAR GROUTED 5OLID AT ALL MA50NRY OPENINGS WITH A MINIMUM OF
8" BEARING EACH END,TYPICAL UNLE55 NOTED OTHERWISE.
FILLED CELL A5 PLAN 5T0000 JOINT ALIGNED W/WALL JOINT EACH 5IDE OF JOINT PRE-ENGINEERED METAL BUILDING COMPONENTS
z _ I. PRE-ENGINEERED METAL BUILDING COMPONENT 5IZE5 SHALL BE A5 5PEGIFIED IN PLAN.
0 2. ALL METAL BUILDING GOMPONENTS SHALL BE GOLD FORMED WITH A MINIMUM GRADE OF FY = 50 K51 AND SHALL BE IN ACCORDANCE REVISIONS: DATE:
IN WITH AI51 AND A15G LATEST EDITION.
IN i�:�i F/
3. WALL PANELS SHALL BE A MINIMUM OF 2b 6A PBR PANELS INSTALLED IN ACCORDANCE WITH THE MANUFAGTURER'S REQUIREMENTS
GMU WALL A5 PLAN i - TOOLED POLYURETHANE CAULK 4 4 A5 5PEGIFIED TO RE515T THE CODE REQUIRED WIND LOADS. COLOR SHALL MATGH EXI5TIN6.
PREMOLDED BAGKIN6 ROD 4. ALL MEMBERS INGLUDIN6 CONNECTION A55EMBLIE5 AND BOLTS SHALL BE HOT DIPPED GALVANIZED.
TERMINATE HORIZ. WALL
REINF. EA 5I0E OF JOINT
WALL JOINT (W.J.) DETAIL DATE: 08/03/21
N.T.S.
NOTES: 12" 1211 1211 DRAWN BY: TR
1. 1/2" GMU WALL JOINT A5 PLAN 4 NOTED A5 THUS: W.J.
2. 015GONTINUE HORIZONTAL JOINT EACH 5IDE OF WALL JOINT. 36" CHECKED BY: ML
3. ALI6N MA50NRY HEAD JOINTS IN BOND BEAM WITH WALL JOINT.
4. BOND BEAM REINF. TO BE GONTINUOUS AGR055 JOINT. TOP & BOTTOM PANEL - ZONE 4 & 5
5. TREAT BOTH FAGES OF JOINT WITH TOOLED POLYURETHANE SEALANT AND BAGKER ROD A5 SHOWN. JOB No. 21-165B
b. ALIGN EXTERIOR STUGGO JOINT W/WALL JOINT.
SEAL:
12" 1211 12"
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PANEL ENDS & INTERIOR PANEL - ZONE 4 & 5
EXTERIOR WALL PANEL FASTENER DETAIL MICHAEL A. LUE, P.E.
NOTES: FLORIDA REG. #47520
1. ALL PANEL 5IDE LAP FASTENERS SHALL BE J"O-14 x J" AT 20" O.G.VERTICALLY,MAX. SHEET NO:
2. FIELD FASTENERS SHALL BE #I2-14 x I J" SCREWS A5 INDICATED.
3. ALL PANEL FASTENERS SHALL BE GORR0510N RE515TANT SELF DRILLING SELF TAPPING
HEX HEAD SGREWS W/NEOPRENE WASHERS OR A5 RECOMMENDED BY THE PANEL
MANUFACTURER.
Sl� 4
OF 4 SHEET