HomeMy WebLinkAbout38011 Pretty Pondc.
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
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01 LDI SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review Al
RC
ti�
I
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
/8"=1
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-CS
Ij
SPECIFICATIONS:
DESIGN CRITERIA: BUILDING CRITERIA - 2016 FLORIDA BUILDING CODE, 6TH EDITION
DESIGN LOADS:
ROOF DEAD LOAD
ROOF LIVE LOAD
FLOOR DEAD LOAD
FLOOR LIVE LOADS
GROUND SNOW LOAD, Pg 0 PSF
WIND VELOCITY, Vult = 138 MPH
Vasd = 107 MPH
5 PSF
20 PSF
45 PSF 4.5" TOTAL DEPTH SLAB/DECK
10 PSF
MISC.
125 PSF
STORAGE
125 PSF
CORRIDORS
125 PSF
EXITS
RISK CATEGORY II
IMPORTANCE FACTOR 1.00
EXPOSURE C
BUILDING IS DESIGNED AS FULLY ENCLOSED
IMPORTANCE FACTOR 1.00
Ss = 6.8%g, S 1= 3.4%g
RISK CATEGORY II
Sds = 7.2%g, Sd1= 5.5%g
SEISMIC DESIGN CATEGORY A
SITE CLASS D (ASSUMED)
(Fa 1.6 Fv 2.4)
DESIGN BASE SHEAR (KIPS) = 51 (I -STORY)
RESPONSE COEFF = 0.024
RESPONSE MOD FACTOR, R = 3
ANALYSIS: EQUIVALENT LATERAL FORCE PROCEDURE
ALLOWABLE BEARING PRESSURE = 2000 PSF (ASSUMED)
STRUCTURALNOTES
1. TEMPORARY BRACING SHALL BE PROVIDED TO RESIST WIND LOADING ON STRUCTURAL
COMPONENTS AND STRUCTURAL ASSEMBLIES DURING ERECTION AND CONSTRUCTION
PHASE.
2. NEVER ALLOW YOUR ROOF TO COME IN CONTACT WITH, OR WATER RUNOFF FROM, ANY
DISSIMILAR METAL INCLUDING BUT NOT LIMITED TO COPPER, LEAD OR GRAPHITE. THIS
INCLUDES COPPER AND ARSENIC SALTS USED IN TREATED LUMBER, CALCIUM USED IN
CONCRETE, MORTAR AND GROUT.
3. SCOPES OF WORK BY OTHERS WHOSE LATERAL LOADS WILL BE TRANSFERRED INTO
STEEL MEMBER PROVIDED BY SELLER SUBCONTRACTOR SHALL BE TEMPORARILY
BRACED BY OTHERS IN A METHOD THAT DOES NOT INTERFERE WITH ERECTION OF STEEL,
UNTIL STEEL ERECTION IS COMPLETE.
4. THE UNCOATED MINIMUM STEEL THICKNESS OF THE COLD -FORMED PRODUCTS AS
DELIVERED SHALL NOT BE LESS THAN 95% PERCENT OF THE DESIGN THICKNESS.
THICKNESS MEASUREMENTS MAY BE MADE ANYWHERE ACROSS THE WIDTH OF THE
SHEET, BUT NOT CLOSER TO THE EDGES THAN THE MINIMUM DISTANCES SPECIFIED IN
THE RELEVANT ASTM SPECIFICATIONS. THICKNESS AT BENDS, SUCH AS CORNERS, MAY
BE LESS THAN 95 PERCENT OF DESIGN THICKNESS, DUE TO COLD -FORMING EFFECTS, AND
STILL BE ACCEPTABLE.
5. RECESSED ENTRIES AND BREEZEWAYS MUST BE RECESSED BELOW FINISHED FLOOR TO
AVOID POTENTIAL WATER PROBLEMS. ROLL UP LOCATED IN BREEZEWAY MUST BE
INSTALLED IN RECESSED AREA IF A CHANGE IS MADE BY OWNER/CONTRACTOR
SELLER/SUBCONTRACTOR MUST BE NOTIFIED IMMEDIATELY.
6. ALL ERECTION, FABRICATION, WORKMANSHIP AND INSTALLATION SHALL BE IN
ACCORDANCE WITH INSTALLATION PROCEDURES MANUAL
AND I OR INDUSTRY STANDARDS APPROVED BY SELLER / SUBCONTRACTOR AND THE
ENGINEER OF RECORD.
ROOF SYSTEMS: MBCI OR EQUAL
1. ROOF SHEETS SHOULD BE INSTALLED FROM THE LOWEST STEP-DOWN TO HIGHEST
ELEVATION.
2. ROOFING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECS,
ALONG WITH SELLER SUBCONTRACTOR INSTALL. PROCEDURES MANUAL.
FASTENERS AND ANCHORS
1. THE FOLLOWING OUTLINES THE MECHANICAL ANCHORS THAT ARE APPROVED FOR USE
ON THIS PROJECT.
A. EXPANSION ANCHORS - "KWIK BOLT TZ" BY HILTI OR EQUAL. DRILL HOLE IN
CONCRETE OR GROUT FILLED CMU AND REMOVE DUST. THE MIN. HOLE DEPTH MUST
EXCEED THE ANCHOR EMBEDMENT PRIOR TO TORQUING BY ONE HOLE DIAMETER.
DRIVE THE ANCHOR INTO THE HOLE USING A HAMMER. A MIN. OF SIX THREADS MUST
BE BELOW THE SURFACE OF THE FIXTURE. TIGHTEN THE NUT TO THE RECOMMENDED
INSTALLATION TORQUE (1/2" = 40 lbs./ft.).
B. ADHESIVE ANCHORS IN CONCRETE - "HIT HY-200" BY HILTI OR EQUAL.
A. ADHESIVE ANCHORS IN GROUT FILLED BLOCK - "HIT HY-20" BY HILTI OR EQUAL.
B. ADHESIVE ANCHORS IN HOLLOW BLOCK - "HIT HY-20" WITH SCREEN TUBES BY HILT!
OR EQUAL.
C. CONCRETE/MASONRY SCREWS - "KWIK-HUS EZ BY HILTI OR EQUAL.
D. POWDER -ACTUATED FASTENERS (PAF) - "DX" BY HILTI OR EQUAL.
2. ALL FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS
AND SPECIFICATIONS.
COLD FORM STEEL: LGSI SECTIONS OR EQUAL
LCOLD FORM STEEL SECTIONS SHALL CONFORM TO APPLICABLE PROVISIONS OF ASTM A572,
ASTM A607 AND/OR ASTM A611.
2.MIN. DELIVERED THICKNESS OF COLD FORMED STEEL C'S & Z'S GAGE
GAGE
DESIGN THINKNESS
FINISH
12
0.105
RED -OXIDE U.N.O ON PLANS
14
0.07
RED -OXIDE U.N.O ON PLANS
16
0.059
RED -OXIDE U.N.O ON PLANS
18
0.0468
GALVANIZED
20
0.0352
GALVANIZED
3. MIN. DELIVERED THICKNESS OF COLD FORMED STEEL
GAGE
DESIGN THINKNESS
FINISH
14
0.07
TEX-COTE FINISH APPLIED IN FILED
16
0.059
TEX-COTE FINISH APPLIED IN FIELD
16
0.055
PRE -FINISHED
18
0.0468
TEX-COTE FINISH APPLIED IN FIELD
4. LOAD BEARING STUD TO TRACK CONNECTIONS: THE ENDS OF THE LOAD BEARING STUDS
MUST BE INSTALLED INTO THE TOP AND BOTTOM TRACKS SO THAT THE GAP BETWEEN THE
ENDS OF THE STUD AND THE WEB OF THE TRACK IS AS SMALL AS PRACTICABLE AND IN NO
CASE GREATER THAN 3/16" AT THE TIME OF INSTALLATION. THE GAP MUST BE LESS THAN
1/16" AFTER THE DEAD LOAD OF THE STRUCTURE IS IN PLACE.
5. ALL COLD FORMED STEEL SHALL BE 50 KSI MIN.
HOT ROLLED STEEL
1. DESIGN OF STRUCTURAL STEEL ELEMENTS WAS COMPLETED UNDER THE
REQUIREMENTS SET FORTH IN THE "MANUAL OF STEEL CONSTRUCTION - ALLOWABLE
STRESS DESIGN (LATEST EDITION)".
2. MATERIAL SPECIFICATIONS
A. ALL STEEL SHALL BE DOMESTICALLY PRODUCED.
B. ASTM A36 - ROLLED SHAPES, PLATES AND BARS.
C. ASTM A992 - WIDE FLANGE SECTIONS.
D. ASTM A53, TYPE E, GRADE B - PIPE
E.ASTM A500 GRADE B - TUBES.
RASTM F 1554 (A36) - ANCHOR BOLTS, RODS, NUTS & WASHERS.
G. ASTM A108 GRADE 1015 THROUGH 1020, COLD FINISHED CARBON STEEL, AWS DL I,
TYPE B - HEADED STUDS.
H. ASTM A325, TYPE N - BOLTED STRUCTURAL CONNECTION
I. ASTM A307 - FOR BOLTED CONN. OF LESS THAN 5/8" DIA.
J. E70XX ELECTRODE (LOW HYDROGEN) - WELDED CONN. (U.N.0)
K. BOLTED CONN. SHALL BE MADE WITH A MIN. OF 3/4" DIA BOLTS (U.N.O.)
L.WELDED CONN. SHALL BE A MIN. OF 3/16" FILLET WELD ALL AROUND FOR CONN.
MEMBERS OF UP TO 1/4" FILLET WELD FOR ALL OTHER MEMBERS THICKNESS (U.N.O.)
3. ALL BOLTED CONNECTIONS SHALL BE "SNUG -TIGHT' AS DEFINED IN THE
"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" BY
RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (ROSC). (U.N.O.)
4. BOLTED CONNECTIONS, INDICATED TO BE "SLIP CRITICAL" (SC) SHALL BE INSTALLED,
TIGHTENED, TESTED AND INSPECTED AS OUTLINED IN THE "SPECIFICATIONS FOR
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" BY RESEARCH COUNCIL ON
STRUCTURAL CONNECTIONS (ROSC). (U.N.O.)
5. BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF
CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED.
CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHAORING AS
REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL
ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED.
6. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR
WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY.
7. GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE
NON -SHRINK, NON-METALLIC GROUT (5000PSI MIN.)
8. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED IN
ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF ASTM A123.
9. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
ARCHITECT) EXCEPT AREAS THAT WILL RECEIVE SPRAY -ON FIRE PROTECTION.
10. BEAM TO BEAM AND BEAM TO COLUMN CONNECTIONS SHALL BE DESIGNED BY THE
STEEL FABRICATORS FOR THE REACTIONS SHOWN ON THE FRAMING PLANS. SIGNED
AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW, WHICH CLEARLY
INDICATE THE ALLOWABLE LOAD CAPACITY OF EACH UNIQUE CONNECTION. WHERE
REACTION IS NOT INDICATED ON THE PLANS, THE CONNECTION SHALL BE DESIGNED
FOR THE MAXIMUM SHEAR CAPACITY OF THE BEAM, FOR THE GIVEN SPAN.
STEEL DECKING
1. THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE AISI SECTION A3, SHALL
GOVERN FABRICATION OF THE SPECIFIED STEEL DECK.
2. THE MINIMUM YIELD STRENGTH OF THE STEEL USED SHALL BE 33KSI (230MPa).
3. ALL FIELD WELDING OF DECK SHALL BE IN STRICT CONFORMANCE WITH ANSI 1 AWSD1.3
STRUCTURAL WELDING CODE.
4. GALVANIZING SHALL CONFORM TO ASTM-A653-94, STRUCTURAL QUALITY, AND FEDERAL
SPEC. QQ-S-775,
5. THE VALUES LISTED IN THE TABLE SHOWN BELOW IS FROM THE VULCRAFT METAL DECK
PRODUCT MANUAL AND REPRESENTS THE MINIMUM ROOF DECK SECTION PROPERTIES
THAT ARE REQUIRED BY DESIGN.
ROOF DECK
DECK TYPE
DESIGN
I
Sp
Sn
THICK
In 4/FT
In 3/FT
FT
3�n
822
0.0295
0.169
0.186
0.192
B20
0.0358
0.212
0.234
0.247
B18
0.0474
0.292
0.318
0.327
6. COMPOSITE STEEL FLOOR DECK SHALL BE ATTACHED TO THE SUPPORTING STRUCTURE
AS RECOMMENDED BY THE MANUFACTURER, WITH MAX. SPACING NOT TO EXCEED 24"
O.C.
7. THE VALUE LISTED IN THE TABLE SHOWN BELOW IS FROM THE VULCRAFT METAL DECK
PRODUCT MANUAL AND REPRESENTS THE MINIMUM COMPOSITE FLOOR DECK SECTION
PROPERTIES THAT ARE REQUIRED BY DESIGN.
COMPOSITE DECK FLOOR
DECK TYPE
DESIGN
/IFT In
Sp In 3/FT
THICK1.5VL22
In
0.0295
0.15 / 0.182
0.178 / 0.186
1.5VL20
0.0358
0.195 /
0.231 / 0.24
0.222
1.5VL18
0.0474
0.282 /
0.315 / 0.327
0.295
2.OVL22
0.0295
0.322 /
0.274 / 0.277
0.329
2.0VL20
0.0358
0.418 /
0.355 / 0.36
0.415
2.OVL18
0.0474
0.577 /
0.513 / 0.518
0.2557
3.OVL22
0.0295
0.746 / 0.745
0.429 / 0.422
3.OVL20
0.0358
0.938 /
0.553 / 0.572
0.937
3.OVL18
0.0474
1.251 / 1.251
0.795 / 0.803
8. NON -COMPOSITE STEEL FLOOR DECK SHALL BE A TACHED TO THE SUPPORTING
STRUCTURE AS RECOMMENDED BY THE MANUFACTURER WITH MAX. SPACING NOT TO
EXCEED 24" O.C.
9. STEEL USED TO MANUFACTURE THE NON -COMPOSITE METAL FLOOR DECKING SHALL
CONFORM TO THE REQUIREMENTS OF ASTM-A611 GRADES C, D, OR E ONIOR A653-94
STRUCTURAL QUALITY.
10. THE VALUES LISTED IN THE TABLE SHOWN BELOW IS FROM THE VULCRAFT METAL DECK
PRODUCT MANUAL AND REPRESENTS THE MINIMUM NON -COMPOSITE FLOOR DECK
SECTION PROPERTIES THAT ARE REQUIRED BY DESIGN.
NON -COMPOSITE FLOOR DECK
DECK TYPE
DESIGN
THICK
I In 4/FT
Sp/ Sn In 3/FT
0.6C26
0.0179
0.015 / 0.015
0.043 / 0.043
0.6C24
0.0239
0.019 / 0.019
0.057 / 0.057
0.6C22
0.0298
0.024 / 0.024
0.07 / 0.07
MINIMUM STANDARDS FOR ELEVATED FLOORS
1. ALL CONCRETE SHALL HAVE THE FOLLOWING MIN. PROPERTIES:
LOCATION
28 DAY STREHGTH
SLUMP
MAX
AGGR.
ELEVATED SLABS FORMED AND
4,000 psi
4" t 1"
1 "
POURED
ELVEVATED SALBS FORMED W / MTL
3,000 psi
4" t 1"
1"
DECK
A. SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4".
B. SEE MASONRY GENERAL NOTED FOR GROUT TESTING REQUIREMENTS.
C. COLD JOINTS (NOT RECOMMENDED) & CONTROL JOINTS SHOULD BE PLACED A
MINIMUM OF T-0" OFF CENERLINE OF COLUMNS.
2. CONCRETE PROPERTIES SHALL BE VERIFIED THROUGH INDUSTRY STANDARD TESTING
PROCEDURES BY A CERTIFIED TESTING AGENCY. MIN TEST REQUIRED SHALL INCLUDE
SLUMP AND CYLINDER BEAKS FOR COMPRESSIVE STRENGTH. FINDINGS SHALL BE
SUBMITTED TO THE ARCH./ENG. FOR REVIEW.
3. CONCRETE WORK SHALL CONFORM TO LATEST EDITIONS OF ACI 301 SPECIFICATIONS
FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 318 BUILDING CODE
REQUIREMENTS FOR REINFORCED AND ACI 315 DETAILS AND DETAILING OF
CONCRETE REINFORCEMENT.
4. CONCRETE MIX DESIGN SHALL MEET THE FOLLOWING CRITERIA:
A. PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH ACI 301 METHOD 1
B. ENTRAPPED AIR CONTENT SHALL NOT EXCEED 3%.
C. ADMIXTURES USED TO ENTRAIN AIR ARE NOT ACCEPTABLE.
D. ALL CONCRETE TO BE NORMAL WEIGHT WITH A DESIGN STRENGTH AT 28 DAYS.
6. SITE ADDED WATER IS NOT ACCEPTABLE. ADDING WATER TO THE MIX WILL RESULT
IN REJECTION OF THE RESULTS BY THE ENGINEER OF RECORD.
7. CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF THE FORMS AND SHORING
AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL.
8. PLACING OF CONCRETE IN ALL REINFORCED COLUMNS AND WALLS SHALL BE IN
LIFTS NOT EXCEEDING 71/2 FEET IN HEIGHT. CONCRETE SHALL BE PLACED THROUGH
ELEPHANT TRUNK TUBULAR SHUTES LOCATED SUCH THAT THE FREE AIR DROP OF
THE MIX DOES NOT EXCEED 6 FEET. ALTERNATE PLACEMENT METHOD OF CONCRETE
WITH OR WITHOUT ADMIXTURES SHALL NOT BE USED UNLESS APPROVED BY
ENGINEER OF RECORD.
9. THE VALUES IN THE TABLE SHOWN BELOW IS FROM THE VULCRAFT METAL DECK
PRODUCT MANUAL AND REPRESENTS THE RECOMMENDED WELDED WIRE FABRIC.
DECK TYPE
TOTAL SLAB DEPTH
RECOMMENDED WELDED WIRE FABRIC
1.5VL, VLI, OR R
< 43/"
6x6 - W1.4 x W1.4
1.5VL, VLI, OR R
> 4X"
6x6 - W2.1 x W2.1
2VLI
< 5Ya"
6x6 - W1.4 x WI A
2VLI
> 5Y"
6x6 - W2.1 x W2.1
3VLI
K 644"
6x6 - W1.4 x WI A
3VLI
> 6 "
6x6 - W2.1 x W2.1
FIBER REINFORCED CONCRETE IS AN ALTERNATE TO WELDED WIRE FABRIC (WWF).
REINFORCED CONCRETE FIBERS SHALL BE 100% VIRGIN POLPROPYLENE, FIBRILLATED
FIBERS AS MANUFACTURED BY FIBER MESH CO, OR APPROVED EQUAL, APPLIED AT A
RATE OF 4 LBS/CY.
ELEVATED FLOOR DECKS ARE DESIGNED FOR A 20 PSF CONTRUCTION LIVE LOAD.
RIDE ON TROWEL MACHINES SHOULD NOT BE USED UNLESS THE DECK IS SHORED.
CONCRETE WORK
1. MONOLITHIC SLAB FINISHES: THE FOLLOWING REQUIREMENTS ARE BASED ON THE
LATEST FLOOR FLATNESS (FF)/ FLOOR LEVELNESS (FL) VALUES/METHODS. BIDS FOR
THIS WORK SHALL REFLECT THESE REQUIREMENTS AND ENFORCEMENT THEROF CAN
BE EXPECTED.
A. NON -CRITICAL FLOOR TOLERANCE
1. FLOAT FINISH (FLT-FN)
2. SPECIFIED OVERALL VALUE: FF251 FL20
3. MINIMUM LOCAL VALUE: FF25IFL20
4. APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE MUD SET
TILE AND OTHER THICK FINISHES, AND TO SLAB SURFACES WHICH ARE TO BE COVERED
WITH WATERPROOFING MEMBRANE.
B. TYPICAL CORRIDOR OR NORMAL SIZED ROOMS (100-600 SF)
LTROWEL FINISH 1(TR-FNI)
2.SPECIFIED OVERALL VALUE: FF301FL23
3.MINIMUM LOCAL VALUE: FF251FL20
4.APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES THAT ARE TO RECEIVE
RESILIENT FLOORING, CARPET, PAINT, OR OTHER THIN FILM FINISH COATING SYSTEM.
ELEVATED SLABS SHALL HAVE A SPECIFIED OVERALL VALUE OF FF22 TO FF27 AND A
MINIMUM LOCAL OF FF20 WITH NO FL NUMBER DEFINED.
2.MINIMUM THICKNESS OF SLAB ON GRADE IS THE GREATER OF 3" OR 0.8 TIMES ANCHOR
EMBEDMENT SPECIFIED IN CONSTRUCTION DOCUMENTS (ASSUMES USE OF HILTI KWIK
BOLT TZ)
3.CONTROL JOINT AND CONTROL JOINTS SHOULD BE PLACE AMIN. 2'- 0" OFF THE
CENTERLINE OF COLUMNS. IF THE DISTANCE BETWEEN COLUMNS IS LESS THAN 4'- 0" BUT
GREATER THAN 2'- 6" THEN PLACE AT MID -POINT OTHERWISE CONTACT ENGR. OF
RECORD.
SITE REQUIREMENT NOTES
1. OWNER 1 CONTRACTOR SHALL ENSURE THAT SITE IS STABILIZED AND MAINTAINED
DURING HEAVY PRECIPITATION.
2. OWNER I CONTRACTOR SHALL PROVIDE MATERIAL STORAGE AREA ON SITE OTHER THAN
BUILDING BEING ERECTED.
3. OWNER 1 CONTRACTOR SHALL PROVIDE A CONSTRUCTION DUMPSTER UNIT ON THE
JOBSITE AT NO COST TO SELLER SUBCONTRACTOR.
4. OWNER 1 CONTRACTOR SHALL PROVIDE TEMPORARY POWER TO ALLOW FORA MAXIMUM
POWER LEAD RUN OF 200 FEET TO EACH STRUCTURE BEING ERECTED.
5. TEMPORARY POWER MUST MEET ALL APPLICABLE CODES AND SAFETY REQUIREMENTS.
6. OWNER 1 CONTRACTOR MUST ENSURE THAT BUILDING PADS ARE BROOM CLEAN AND
FREE OF DEBRIS PRIOR TO SELLER SUBCONTRACTOR CREW BEGINNING INSTALLATION
SEQUENCE AS AGREED.
7. OWNER / CONTRACTOR SHALL ENSURE THAT THE SITE AND ALL SIDES OF BUILDING ARE
ACCESSIBLE WITH EQUIPMENT, AND FREE FROM ANY OBSTRUCTIONS TO DELIVERY OR
ERECTION.
8. CLEANING OF MATERIALS, INCLUDING BUT NOT LIMITED TO, WALL PANELS AND
STRUCTURAL MATERIALS, IS NOT RESPONSIBILITY OF SELLER/SUBCONTRACTOR.
9. THE OWNER I CONTRACTOR SHALL PROPERLY PROTECT THE WORK FOR PUBLIC SAFETY
AND AGAINST ACCIDENTS, WEATHER OR ANY OTHER HAZARDS WITH LIGHTS,
GUARDRAILS OR BARRICADES AS APPLICABLE (INCLUDES FALL PROTECTION ON
MULTI -STORY BUILDINGS).
Concrete Sub and General Contractor responsibility for the below
1. WALK BEHIND CONCRETE FINISHING MACHINES SHOULD KEEP A MINIMUM SEPARATION
OF 20 FEET. WALL BEHIND MACHINES SHALL NOT EXCEED 300 LBS IN WEIGHT.
2. RIDE ON FINISHING MACHINES ARE NOT ALLOWED
3. ALL MACHINES LOADED ONTO DECK TO BE PLACED ABOVE BEARING WALLS AND NOT IN
THE DECK MIDSPANS.
4. CONCRETE PUMP HOSES SHALL PUMP NO MORE THAN 2' ABOVE METAL DECK WHILE
POURING.
5. CONCRETE SHALL BE SPREAD ON THE DECK IMMEDIATELY AS IT IS PUMPED TO ENSURE
THERE IS NO PILE UP OF THE CONCRETE THAT WILL OVERLOAD THE DECK.
6. CONTRACTOR AND TESTING COMPANY ARE RESPONSIBLE TO MONITOR EACH TRUCK TO
ENSURE WATER IS NOT ADDED TO THE MIX. CONCRETE CYLINDER SAMPLES SHALL BE
TAKEN OF THE MIX ENTERING THE CONCRETE PUMP TO ENSURE WATER WAS NOT
ADDED. CONCRETE CYLINDER TEST BREAK REPORTS SHALL BE PROVIDED TO THE
ENGINEER TO VERIFY THE MIX INSTALLED MEETS THE COMPRESSIVE STRENGTH
REQUIREMENTS.
7. CONTRACTOR IS RESPONSIBLE TO ENSURE THE CONCRETE IS CURED PROPERLY BASED
ON THE WEATHER CONDITIONS. THE SLAB MUST CURE FOR A MINIMUM OF 3 DAYS PRIOR
TO ANY WORK BEING COMPLETED ON THE NEW DECK. CONTRACTOR SHALL OBTAIN A 3
DAY CONCRETE SAMPLE BREAK TO ENSURE THE DECK HAS REACHED 70% COMPRESSIVE
STRENGTH TO PROCEED.
8. SUBMITTAL OF CONCRETE MIX AND REINFORCING OPTION IS REQUIRED. COMPLETE
SUBMITTALS MUST BE SUBMITTED AND LABELED FOR EACH LOCATION (I.E. SLAB ON
GRADE, SLAB ON DECK). IT MUST BE CLEARLY INDICATED WHICH SUBMITTALS ARE FOR
EACH LOCATION IF THEY ARE SUBMITTED AS ONE PACKAGE.
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS `\,\►►ttti��o��i
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. corn
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-Om I
sustainable 1,0,insulation
Specification Sheet
Metal Building Insulation 202-96
CertainTeed
SAINT-GOBAIN
PRODUCT DESCRIPTION
CertainTeed Metal Building
Basic Use: CertainTeed Fiber Glass Metal Building ^`
Product Name Insulation 202-96
Insulation 202-96 is a flexible blanket insulation
Manufacturer CertainTeed Corporation
furnished in rolls and intended to be laminated on
one side with a suitable vapor retarder. It is used as
Address P.O. Box 860
a thermal and acoustical insulation in the roofs and
Valley Forge, PA 19482-0105
sidewalls of pre-engineered metal buildings and
Phone 610-341-7000 • 800-233-8990
post frame construction.
Fax 610-341-7571
Benefits: Metal Building Insulation 202-96
reduces transmission of exterior sound to the
Website www.certainteed.com/insulation
interior Of the building and absorbs reverberating
sounds within the building.
TECHNICAL DATA
Composition and Materials: The product is composed of tan, uniformly textured, inorganic fibrous
glass and formed with a formaldehyde -free binding agent.
Applicable Standards
Limitations: This product is designed for use in interior (weather protected) walls and roofs of
• Model Building Codes:
pre-engineered metal buildings. It should be laminated on a first -in, first -out basis and should be kept
- ICC
dry at all times during processing and end use. After lamination, packaging should not exceed a 5.5:1
• Material Standards:
compression ratio. For additional information, please refer to the appendix of the NAIMA 202-96 (Rev. - ASTM C991, Type I
2000) standard.
- NAIMA 202-96 (Rev. 2000)
Sizes: Standard available sizes as noted in table below.
Contact CertainTeed for
non-standard sizes.
Fire Resistance
INSTALLATION
Fire Hazard Classification:
THERMAL PERFORMANCE
The vapor retarder on Metal Building
Nominal Thickness
R-Value
- UL 723, ASTM E84, NFPA 255
Max. Flame Spread Index: 25
Insulation 202 96 should be installed toward
(Pre -Lamination)
Max. Smoke Developed Index: 50
the conditioned spaces in the building. The
in. mm
R RSI
- CAN/ULC-S102-M88
Insulation is normally applied over or between
3N 86
10 1.76
the structural members of the building and
31/a 95
11 1.94
Non-combustible:
held in place by the covering sheets or
4Y6 ill
13 2.29
- ASTM El 36 / Meets requirements
insulation support system. When using high
5Ya 133
16 2.82
Physical/Chemical Properties
R-Value systems, it is recommended that the
6% 162
19 3.35
cavity between the exterior metal sheet and
6a/ 171
21 3.70
• Thermal Resistance:
the faced fiber glass insulation should be
8 203
25 4.40
- ASTM C518 and/or ASTM C177 at 75T (24°C)
completely filled.
9/ 235
30 5.30
mean temperature: see table at left
• Acoustical Performance: see tables on other side
• Water Vapor Sorption:
AVAILABLE SIZES
- ASTM C1104 / No greater than 5.0% by weight
R-value Nominal Thickness
Width
I Leno
• Corrosiveness:
R in. rem in.
rem
g in
-ASTM C665 /Meets requirements for steel,
10 3% 76.2 36, 48, 60, 72
914, 1219, 1524,1829
100 30.5
copper and aluminum
11 33A 88.9 36, 48, 60, 72
914,1219,1524,1829
100 30.5
• Odor Emission:
13 4% 101.6 36, 48, 60, 72
914,1219,1524,1829
75 22.9
- ASTM C1304 / Pass
16 5Y4 133.35 36, 48, 60, 72
914,1219,1524,1829
50 15.2
• Fungi Resistance:
19 6% 127 36, 48, 60, 72
914,1219,1524,1829
50 15.2
- ASTM C1338 / Pass Test
21' 63/4 152.4 36,48,60,72
914, 1219,1524,1829
45 13.7
quality Assurance
25' 8 203.2 36, 48, 60, 72
914, 1219, 1524,1829
30 9.1
CertainTeed's commitment to quality and
30' 9A 203.2 36, 48, 60, 72
914,1219,1524,1829
25 7.6
environmental management has ensured the
registration of the Athens. Chowchilla and Kansas
Non-standard widths are available and subject to an upcharge on an individual basis determined by
manufacturer's
City plants to ISO 9001:2000 and ISO 14001:
capability, quantity, lead times and packaging availability. 'R-21,
R-25 and R-30 are made to order.
2004 standards.
EcoTouch° Insulation with PureFiber° Technology
® for Certified R Metal Building
INNOVATIONS FOR LIVING
Product Data Sheet
Typical Physical Properties
Property Test Method _<
Thermal Resistance ASTM 077/C318
Surface Burning
UL 723VASTM E84
Result
(see "Description")
Flame spread index < 25
Smoke developed index < 50
Combustion Characteristics ASTM EI36 Non-combustible
Water Vapor Sorption ASTM C1104 s 0.2% by volume
Fungi Resistance ASTM C1338 Passes - no growth exhibited
Corrosiveness ASTM C665 Passes
Odor Emission ASTM C1304 Passes - no odor detected
I.The surface burning characteristics of these products have been determined in accordance with UL 723. The
❑ R- I 0 3.4' ❑ R- 19, 6.3"
standard should be used to measure and describe the properties of materials, products or assemblies in response to
heat and name under controlled laboratory conditions and should not be used to describe or appraise the fire hazard
❑ R-11, 37' ❑ R-25, 8,0"
or fire risk of materials, products or assemblies under actual fire conditions. However, results of this test may be used
as elements of a fire risk assessment which takes into account all of the factors which are pertinent to an assessment of
❑ R- 13, 43' ❑ R-30, 9.25'
the fire hazard of a particular end use. Values are reported
to the nearest 5 rating.
❑ R- 16, 5.3"
• Uses a minimum of 65%
Installation
recycled content 41% being
Several methods are used to
Description
post -consumer
insulate metal buildings. The usual
Owens Corning EcoTouchO
• GREENGUARD Children &
method is to apply the insulation
Insulation with PureFiber®
Schools Certified .
Over the structural members
Technologyfor Certified R
• Easy to handle.
(purlins and girts) and inside the
exterior panels. This method
Metal Building is a light density
• Excellent recovery provides
generally accommodates single
fibrous glass blanket designed to
outstanding thermal and
layer installations. Methods are
be laminated with a variety of
acoustical performance.
also available to apply insulation
appropriate facings. Certified R
Product Applications
between purlins so as to
is available in standard R-values
of 10, 11, 13, 16, 19, 25 and 30.
EcoTo® Insulation with
accommodate greater insulation
Standard roll widths are 36", 48",
PureFi er
PureFiber° Technology for
thicknesses and better thermal
performance.
60" and 72". Selected Made -to-
Certified R Metal Building is used
Order widths are also available.
as part of the insulation system in
the roofs and side walls of metal
Technical Information
Key Features
buildings. It is designed to be
Owens Corning EcOTouch8
laminated with a variety of facings
Insulation with PureFiber
• EcOTouchO insulation is the
to provide attractive interior
Technology for Certified R Metal
only fiberglass insulation
finishes, abuse resistance, and
Building is regularly tested to
product listed in the USDA
assistance in control of moisture.
ensure compliance to the NAIMA
BioPreferredsM Catalog.
202-96 (Rev. 2000) Standard.
• Formaldehyde-free2.
Owens Corning reFib c®®
Insulation with PureFiber
Sampling and testing is performed
• Made with 99% natural'
Technology for Certified R Metal
b the National Association of
Home Builders Research Center
HomeB- fide
materials —not acrylic.
Building are fabricated and
is
The product e
(NAHlabeled
• Made in the U.S.A.'
distributed in a nation wide
network of independent
on the top surface of
laminators assuring prompt service
each roll with the nominal R-value
"NAIMA
and delivery, Contact your Owens
and the 202-96" (Rev.
I. Meets requirements orthe Buy American Act.
Corning Sales Representative for
2000) to indicate compliance.
2. Applies to the insulation component only.
3. Unfaced insulation made with a minimum of 99%by
the names of insulation laminators
The NAIMA 202-96 (Rev. 2000)
weight natural materials consisting of minerals and
servicing your area.
standard specifies thermal
plant -based compounds.
AVAILABILITY AND COST
SOUND ABSORPTION - UNFACED
Manufactured and sold throughout the United States
R-Value Nom. Thickness
Absorption Coefficients @ Octave Band Frequencies (Hz)
and Canada. For availability and cost, contact your
R in. mm
125 250 500 1000
2000
4000
NRC
local distributor or call CertainTeed Sales Support
Group in Valley forge, PA at 800-233-8990.
10 3% 86
0.29 0.82 1.02 0.94
0.96
0.98
0.95
11 34: 95
0.39 0.91 1.01 0.92
0.93
0.98
0.95
WARRANTY
13 4-% ill
0.53 0.97 1.04 0.90
0.95
0.98
0.95
In as much as CertainTeed has no control over
16 5'/a 133
0.67 1.05 1.02 0.92
0.98
0.99
1.00
installation design, installation workmanship,
19 646 162
0.89 1,22 1.02 0.98
1.01
1,00
1.05
accessory materials or conditions of application,
CertainTeed does not warrant the performance or
Sound absorption tested in accordance with ASTM C423 using Type A mounting per ASTM E795.
results of any installation containing its products.
SOUND TRANSMISSION
MAINTENANCE
_
Transmission Loss in dB at the Octave Frequencies
STC
An inspection and preventative maintenance
Construction Type
Rating
program for the insulation and vapor retarder
125 250 500 1000
2000
40DO
system is recommended to ensure optimum
ROOFS
performance.
No Insulation
12 13 19 24
30
32
24
TECHNICAL SERVICES
R-10 Faced 202-96 Insulation Over
me Pudins
12 16 26 37
45
49
29
Technical assistance can be obtained either from
R-19 Faced 202-96Insulation Over
13 20 30 41
49
51
32
the local CertainTeed sales representative, or by
the Pudins
calling CertainTeed Sales Support Group in Valley
202-96Insulation Over & Between
Forge, PA at 800-233-8990.
the Pudins to Fill the cavity (R-25
14 24 34 44
53
56
36
Combined)
FILING SYSTEMS
WALLS
• CertainTeed Pub. No. 30-25-056.
No Insulation
12 14 19 19
20
27
21
• Additional product information available
� 0IFa� 202-96Insulation Over
13 16 25 32
37
46
28
upon request.
R-13 Faced 202-961nsulatbn Over
13 17 26 33
38
47
29
the Girls
R-13 Faced 202-96 Insulation Over
the Girls 3-5/8" Steel Studs on 24"
26 40 51 60
64
65
50
Centers with 1/2" Gyp. Board on
Interior
R-13 Faced 202-96 Insulation Over
the Girls 3-5/8" Steel Studs on 24"
31 43 55 68
73
75
54
Centers with R-11 Batts & 1/2" Gyp.
Board on Interior
Sound Transmission Class (STC) in accordance with ASTM E90.
- Roof constnlction is 24ga. standing seam roof with 8" Z pudins on 5' centers.
- Wall construction is 26ga. wall panels screwed to 8" Z girls plated on T centers.
- Interior metal furring wall studs were 3-5/8" by 25ga. on 24' centers.
Seal and "900152000•
�fW consulate +' •1f I _ NArrs
tE ' REENGUARD ,� �'.� ... ...-.
ENERGY STAR NAIMA
-- Indoor Ai,Qual"r Ceruno�� sr[aEo
ASK ABOUT OUR OTHER CERTAINTEED PRODUCTS AND SYSTEMS:
EXTERIOR: ROOFING • SIDING • WINDOWS • FENCE • RAILING • TRIM • DECKING • FOUNDATIONS • PIPE
INTERIOR: INSULATION • GYPSUM • CEILINGS
CertainTeed Corporation Professional: 800-233-8990
P.O. Box 860 Consumer: 800-782-8777
Valley Forge, PA 19482 www.certainteed.com/insulation
Code No. 30-27-016, ® 10/10 CertainTeed Corporation
CertainTeed
SAINT-GOBAIN
EcoTouch° Insulation with PureFiber Technology
for Certified R Metal Building
INNOVATIONS FOR LNING'
Product Data Sheet
performance which provides the Standards, Codes Environmental and
capability of obtaining nominal Compliance Sustainability
thermal resistance (R-values) . ASTM C991-08, Flexible Owens Corning is a worldwide
after laminating. The actual Fibrous Glass Insulation for leader in building material systems,
thermal performance obtained Metal Buildings; Type I. insulation and composite solutions,
from the laminated product delivering a broad range of high -
will depend primarily on the • NAIMA 202-96 (Rev, 2000) quality products and services.
recovered thickness, Note that Standard for Flexible Fiber Glass Owens Corning is committed to
these nominal R-values are for Insulation to be Laminated for driving sustainability by delivering
the insulation only and do not Use in Metal Buildings. solutions, transforming markets
include the effects of facings, air Certifications and Sustainable and enhancing lives, More
films, compression of insulation at Features of EcoTouchE information can be found at http:H
framing members, conductance Insulation with PureFiber° sustainability.owenscorning.com.
through fasteners, or other heat Technology for Certified R
transfer paths particular to an Metal Building
installation.
• EcoTouch° insulation is the
The recovered thickness achieved only fiberglass insulation
will depend on a number of product listed in the USDA
variables determined in the BioPreferredsM Catalog,
laminating process and hence • Certified by Scientific
are outside of Owens Corning's Certification Systems to contain
control. To address these issues, a a minimum of 65% recycled
number of leading metal building glass content
insulation laminators produce
products which meet the • Certified to meet indoor air
National Insulation Association's quality standards underthe
"Certified Faced Insulation stringent GREENGUARD
Standard" (NIA 404). Samples of Indoor Air Quality Certification
faced products are periodically Programsm, and the
tested by a nationally recognized GREENGUARD Children & laboratory and determined to Schools Certification ProgramsM
meet the NIA standard.
USDA
CERTIFIED
BIOBASED
PRODUCT
PRODUCT 57",
rp�na® N A H B
RESEARCH
smaadcormn C E N TER/i ctdd,E" a s,"om,
Technical information
ationq REENGUARD GUARD"'
Technical information contained herein is furnished G R E E N
without charge or obligation and is given and accepted at «...,• APPROVED QIndoor Air Quality Certified ndoor Air Quality Certified
recipient's sole risk. Because conditions of use may vary
and are beyond our control, Owens Corning makes no
representation about, and is not responsible or liable for
the accuracy or reliability ofdata associated with particular OWENS CORNING INSULATING SYSTEMS, LLC
uses of any product described herein. ® ONE OWENS CORNINGPARKWAY
Scient�cCertificationSystems (SCS)provides independent • TOLEDO, OHIO, USA43659
verification of recycled content in building materials and • P 1-800-GET-PINK'
verifies recycled content claims made by manufacturers. INNOVATIONS FOR LIVING' www.owenscorningcommercial.com
For more information, visit www. scscertified.com.
Pub. No.15086-R. Printed in U.S.A. September 2012, THE PINK PANTHER"
The GREENGUARD INDOORAIRQUALITY CERTIFIED &@1964-2012 Metro -Goldwyn -Mayer Studios Inc. All Rights Reserved -The
Mark is a registered certification mark used under license colorPINKisaregistered trademarkof0wensCorning.02012Owens Corning.
through the GREENGUARD Environmental Institute. All Rights Reserved.
Product Data Sheet
All-purpose foam panel
insulation for masonry and
other applications.
Owens Corning FOAMULAR 150 extruded
polystyrene insulation is ideal for wall
furring, perimeter/foundation, cavity
wall, crawispace, pre -cast concrete, under
slab, sheathing and other applications.
Owens Corning's patented Hydrovac"
process technology makes the unique
closed -cell structure of FOAMULAR
insulation highly resistant to moisture,
retaining its initial R-value* year after
year - even following prolonged exposure
to water leakage, humidity, condensation.
ground water and freeze/thaw cycling.
FOAMULAR 150 Performance Benefits
• High R-value (R-5 per inch of product
thickness)!
• Compressive strength of 15 psi.
• Effective resistance against moisture,
mildew, corrosion and rot.
• Ease of handling and installation
(lightweight, tough, rigid foam panels).
• Easy to saw, cut and score.
• Wide selection of sizes and thicknesses.
• Availability in straight, tongue and
groove, or scored square edges.
• Compliance with building codes and
standards.
FOAMULAR 150
Superior Insulation Performance for a
Wide Variety of Building Requirements
Product Applications
High-performance FOAMULAR 150
works to:
• Retard the transmission of water vapor
and moisture in masonry walls, helping
prevent structural damage.
• Provide insulation in a metal or wood
furring system used for masonry or
concrete walls.
• Perform below grade in perimeter and
foundation applications, or on -grade
directly beneath the concrete slab to
complement the insulating sheathing
envelope around the building framing.
Resistant to common soils and decay,
Owens Corning FOAMULAR retains its
insulating performance characteristics even
after prolonged exposure to moisture.
Standards and Codes Compliance
• Recognized by code authorities under
Research Reports BOCA 91-54;
ICBO 3628; SBCCI PST & ESI 9727
• Meets HUD/FHA Use of Materials
Bulletin No. 71 and ASTM C 578-92
Type X
• Underwriters Laboratories, Inc.,
Classification Certificate U-197
• Thermal resistance: 5.0 at 75 °F,
5.4 at 40 *F mean temperature and
1" thickness (hr x ft' x °FBtu)
FOAMULAR 150
Rigid Foam Insulation
Technical Information
• FOAMULAR insulation is ideal for all
buildings under normal temperature
conditions, but should not be used in
contact with chimneys, heater vents,
steam pipes or other surfaces where
temperatures exceed 150-F. It is not
recommended for applications where
sustained temperatures exceed 165'F.
• All construction should be evaluated for
the necessity to provide vapor retarders.
See current ASHRAE Handbook of
Fundamentals.
• FOAMULAR insulation in a non-
structural material and must be installed
on framings which are independently
structurally adequate to meet required
construction and service loading
conditions.
*The higher the R-value, the greater the insulating power. Ask your seller for the fact sheet on R-values.
J► ALPHA
high pertormonce fabrics & composites
ALPHA ASSOCIATES. INC. • 145 LEHIGH AVE. • LAKEWOOD, NJ 08701
T: 732.634.5700 • 800.831,6399 • F: 732.634.1430
VR-R PLUS
DESCRIPTION
Reinforced Polypropylene Film - Metalized Polyester Film Laminate
APPLICATIONS
Metal Building Insulation Facing
CERTIFICATIONS
Meets all criteria for ASTM C1136 Types II, IV UL 723/ASTM E84, ULC-S102M fire testing
COMPOSITION
VALUES*
COMPONENT
DESCRIPTION
English
Metric
White Film
Polypropylene
0.0011 inch
28.0 micron
Adhesive
Flame Resistant
Reinforcement
Tri-directional Fiberglass
4/inch (MD)
20/100 mm (MD)
4/inch (CD)
8/100 mm (MD)
Film
Polyester
0.0005 inch
12.7 micron
TYPICAL PHYSICAL PROPERTIES
VALUES*
CHARACTERISTIC
METHOD
ENGLISH
METRIC
BASIS WEIGHT
Scale
13.2 Ibs/1000 SF
64.1 g/SM
THICKNESS
ASTM-D-1777
0.007"
178 microns
PERMEABILITY (WVTR)
ASTM-E-96
0.02 Perms
1.15 ng/N's
BURST STRENGTH
ASTM-D-774
100 psi
7.0 kg/cm2
PUNCTURE RESISTANCE ASTM-C-1136
300 units (79 in-Ibs)
9.0 Joules
TENSILE STRENGTH
ASTM-C-1136
30 Ibs/inch MD
5.25 kN/m
30 Ibs/inch CD
5.25 kN/m
ACCELERATED AGING
30 days @
No Corrosion
No Corrosion
95% RH, 120 °F (49°C)
No Delamination
No Delamination
TEMPERATURE RESISTANCE
-40 °F to 220 °F
-40 °C to 104 °C
WATER IMMERSION
24 hours @ 73°F (23°C)
No Delamination
No Delamination
MOLD RESISTANCE
ASTM-C-665
No Growth
No Growth
LIGHT REFLECTIVITY
ASTM-C-523
85%
85%
Physical properties are based upon nominal values.
Weight / Thickness +/- 10%
FIRE TESTING
UL723/ASTM E84/CAN ULC-S102M
Composite
FLAME SPREAD
25
SMOKE DEVELOPED
50
DATA SHEET q 13662 REV. I DATE: 12/10/14 *All values are nominal unless otherwise specified.
Note: Alpha's metal building insulation facings are produced with plastic films containing ultraviolet (UV) inhibitors, however,
intense exposure to UV sources such as direct or indirect sunlight and/or high -output UV lighting is not recommended as
these will degrade the plastic film facing.
FOAMULAR 150 Rigid Foam Insulation
FOAMULAR Physical Properties"'
Product Data
Caution
Product /Values
Foamular Insulation Product- 150 (15psi)"'
This product will ignite if exposed to fire of
ASTM FOAMULARMaterial
"' Property Method 1500PYst
Extruded polystyrene closed -cell
Y
sufficient heat and intensity. This product
foam panel with continuous skins
should be installed only with a gypsum
Thermal conductivity - "k"'
on face and back surfaces
board on the interior side of the wall.
[Btu x in/ft' x hr x IF max]
@ 75°F mean temperature C518 0.20
Width x
During shipping, storage, installation and
@ 40°F mean temperature 0.18
Thkknesses"' (In) Lengthl"(In) Edges
use, this product should not be exposed
Compressive strength,
1, 1Y4 2, 2X, 3 16 x 96 Square
to open flame or other ignition sources.
Minimum (specification) D1621 15.0
1, 1%, 2, 14, 3, 3Ye 24 x 96 Square
value (lb/in')"'
1, 1%, 2, 2 4, 3 48 x 96 Square
Note
Flexural strength
(lb/in' min)", C203 60
1 48 x 108 Square
All products described here may not be
Water absorption
Scored
available in all geographic markets.
(% by volume max)", C272 0.10
1, 1% 2, 2%, 3 48 x 96 Square
Consult your local sales office
Water vapor permeance
1, 1%, 2 24 x 96 T&G"'
representative for more information.
(perm max)'" E96 0.80
1, 1%, 2 48 x 96 T&G'•'
Water affinity - hydrophobic
1 48x108 T&GGD
Technical Information:
Water capillarity - none
Weight Approximately 120-1301b1
(800) 828-7155
Dimensional stability
1,000 ft'' for 1" thickness
(% linear change max)'"' D2126 2.0
Export Sales Office:
Linear coefficient of thermal
Packaging Shipped in units with two stretch-
(330) 633-1105
expansion (in/ieF max) - 2.7xlW
wrap bands per bundle, with an
Flame spread"M1" E84 5
additional exterior wrap
FOAMULAR insulation is produced by
Smoke developed""'°"I" E84 45-175
FOAMULAR Insulation Product - CW-15
Owens Corning's patented HYDROVAC•
Oxygen index min"' D2863 24
I 1':- 2 16 x 96 Square
process technology.
(1) Properties shown are representative values for
I" thick material based upon most recent product
( I ) "R" per inch: 5.0 (at 75°F mean temperature).
For more information on the
quality audit data. (2) Modified as required to meet
(2) Other sizes available on request. Consult your
Owens Corning family of home building
ASTM C578-92. (3) Thermal resistance (R) -
(hr. x ft.' x *FBtu) -of a 1" thickness at 5.0
local Owens Corning representative for availability.
(3) Compressive strength, minimumP
P S (specification)
roducts, contact our Owens Coming
Y g
(at 75•F mean temperature), 5.4 (at 40°F). (4) Value
value (lb/in'). (4) Tongue -and -groove edge reduces
dealer, call 1 - 8 0 0 - G E T - P I N K
at yield. (5) Value at yield or 5%, whichever occurs
air infiltration.
or access our Web site:
first. (6) Data ranges from 0.00 to value shown due to
Note: All products described here may not be
the level of precision of the test method. (7) Actual
available in all geographic markets. Consult your
w w w. o w e n s c o r n i n g. c o m
water vapor permeance data decreases as thickness
local Owens Corning sales office or representative
increases. (8) Data ranges from 0.0 to value shown.
for information.
(9) These laboratory tests are not intended to describe
the hazard presented by this material under actual fire
conditions. (10) Data from Underwriters Laboratories,
Inc! classified. See Classification Certificate U-197.
(11) ASTM E84 is thickness -dependent, therefore a
range of values is given.
�® SYSTEM THINKING
• :blokes the Differeurv'"
OWENS CORNING WORLD HEADQUARTERS
ONE OWENS CORNING PARKWAY
TOLEDO, OHIO 43659
System Thinking- and System Thinking Makes the Difference" are trademarks of Owens Corning.
The color PINK is a registered trademark of Owens Corning.
0 & r'" designate names and products which are trademarks of Owens Corning.
Pub. No. 5-FO-23513-A Printed in U.S.A., October 2001 Copyright @ 2001 Owens Corning
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
j zabik@ztengineering.com
P-1294
SEALS
.� ENS'°
No. M
5
ST ty
' 10,VC /
� R10
NAt-
RAPID
BUILDING SOLUTION'S,
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
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12-19-19
RBS RL
RG
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12-20-19
ZTE RL
RG
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CUST. REDLINES
RG
4
01
—22-20
REVIEW
RG
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01
—24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '—O"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-IN. I
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3 1/211 (R-1 1) VINYL BACKED ROOF INSULATION/Z
(RUNS PERPENDICULAR WITH ZEE BEAMS)
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A
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS \\1►111I s r�� f� j
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
R-32 FILLED CAVITY DETAIL
RBS-IN.2
Zephyrhills Commons
Site Plan
iru�3
PROPMWY LM
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS
LYN/V�
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OR.APID
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I LDI NG SOLUTIONS
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 ' —0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-SP I
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Site Layout
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS tIiiI//,�r
'' • No. 265
"a ST Q;
ID
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• . R.
RAPID
RUILD1htf SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1$-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
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Zabik Turner Engineering, PLLC
Jennifer Zabik,
1024 N Fullers Cross Road
Winter Garden, FL 34787
j zabik@ztengineering.com
P-1294
SEALS 0I I I I lilt,
.�� , , -1, LYNNFJ���'�
No. 265 '•
ST E/� %�/yQ�://���=
., R10 .• .�
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RAPID
BUILDtM€; SOtiUT1UN5
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. corn
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
COST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 ' - 0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
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REFERENCE ONLY. STEEL BEAMS PER
STRUCTURAL ENGINEER OF RECORD
Plan Partition & Unit Layout
North Building''A-1st Floor"
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
j zabik@ztengineering.com
P-1294
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350 E Crown Point Rd
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Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RIBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
��E`117
--`�
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 ' —0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
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NOTE "1": STEEL BEAMS SIZES FOR
REFERENCE ONLY. STEEL BEAMS PER
STRUCTURAL ENGINEER OF RECORD
Plan 2nd Floor Framing Plan
North Building "A -1st Floor"
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS �tIIIIItr;'�r
`ti�,•\��R IVF
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3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 ' —0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-A1.3
Bottom panel to finish) Top Channel
flush with framing
NOTE TO THE GENERAL CONTRACTOR:
ALL LAP SEAMS AND EDGE CONDITIONS OF DECKING ARE TO BE SEALED PRIOR
TO THE POURING OF CONCRETE AND IS NOT THE RESPONSIBILITY OF RAPID
BUILDING SOLUTIONS (RBS). FAILURE TO SEAL THE SEAMS AND EDGE
CONDITIONS WILL ALLOW LEAKAGE OF CONCRETE. ANY CLEANUP OR
DAMAGES TO MATERIALS CAUSED WILL NOT BE THE RESPONSIBILITY OF RBS.
METAL FRAMING
2VLi-18GA
•. •
0 0
TYPICAL ELEVATED FLOOR CONSTRUCTION
4 1/2" (2 1/2" CLEAR) REGULAR WEIGHT CONCRETE 3000/4000 PSI OVER
VULCRAFT 2VLI18 GALV COMPOSITE METAL DECK. REINFORCE SLAB W/
6x6-W 1.4xW 1.4 FLAT SHEETS SUPPORTED ON BOLSTER CHAIRS. SET FLAT
SHEETS 1 1/2" ABOVE DECK. FASTEN DECK TO SUPPORT STRUCTURE WITH
#12 TEK SELF -DRILLING SCREWS AT EA FLUTE, 36/4 PATTERN WITH (4)
SIDELAP FASTENERS.
ELEVATED FLOOR DECKS ARE DESIGNED FOR A 20 PSF CONSTRUCTION LIVE
LOAD.
RIDE ON TROWEL MACHINES SHOULD NOT BE USED UNLESS THE DECK IS
SHORED.
(4) #12X1 TEK SCREWS PER 36"
�I■Irl■ICI■ICI■Irlr
rl�l�
I�
BI
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OR EXTERIOR FRAMED WALL
BELOW -SEE PLAN SHEETS
Ll L2 L2
FD
FD
Ll
L2
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INSTALL SITTING 8" North Building "A -1st Floor"
FROM 2ND FINISH
FLOOR
--LOAD BEARING FRAMED WALL
OR STEEL BEAM
BELOW -SEE PLAN SHEETS
ARING WALL BELOW WITH (1) #102XI1 TEK
MEW IN A 36/4 PATTERN
#12X1 TEK SCREW SIDELAP
FASTENER AT 12"O/C MAX.
6TEN METAL DECK TO EDGE OF
ECK SUPPORT ANGLE OR EXTERIOR
LAMED WALL W/ (2) #12X1 TEK
TREWS IN A 36/4 PATTERN
OER FDRALGLER RIOAMEWL
BELOW-SEE PLAN SHEETS
NOTE:
1. MULTIPLE COLUMNS SHOWN ON THE SECOND FLOOR FRAMING PLAN
SHALL BE SUPPORTED BY EQUIVALENT MULTIPLE COLUMNS FROM FLOOR BELOW.
2. FASTEN CONT. MS TRACK TO MS HEADER BEAMS W/ #12 TEK SCREWS @
12"O/C MAX (STAGGERED 12" TO EACH HEADER BEAM).
BOLT SCHEDULE
ANGLE
BOLT
L1
3/4" x 5 1/4" EXP. ANCHOR BOLT 2' O.C.
L2
1/2" x 3 3/4" EXP. ANCHOR BOLT 2' O.C.
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS I I 1111111,
SR `YNV ,
"' • No. 265
ST E cr
• RlD Pp• *29
.•
S�aNAI ECG
RAPID
FJUILDING SOLUTIONS
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildings olutions . c om
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1/8"=1'-00'
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-Al.4
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4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
8"
12"
12"
12"
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N/A
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N/A
N/A
N/A
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3
2 1/2"
2 1/2"
N/A
N/A
3"
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18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
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12
16
16
16
16
14
16
18
16
26
29
18
16
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16
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12
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
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3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. corn
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
1 1-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
NAL
SEALS
No. 265 •• �
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RAPID
80 1
LDtt+fS Sflt1JTiUNS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
1 1-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: R111 SUBMITTED BY: CSD
8ft Oft Oft Sft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-A1.6
1 2 3
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5
6
7
8
9
10
11
12
13
14
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16
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4"
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6"
6"
4"
4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
8"
12"
12"
12"
31/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
36"
4"
3
4"
6"
4"
6"
6"
FIg
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
USAGE
CHANNEL
SECTION
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
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HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
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POUR
STOP
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PURLIN
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HEADER
BOX
HEADER
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STRUCTURAL
PIER
PARTITION
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PARTITION
PANEL
FLOOR
DECKING
EAVE
STRUT
RAKE
SUPPORT
GIRT
GIRT
GIRT CLIP
GIRT CLIP
MASONRY
CLIP
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS 1111j1 i i i i t+�ei
No. P-D265
ST F
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lfrl?111110%
RAPD
[SING SOL � iONs.
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. corn
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8'•=1 ' —0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-A I m 7
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
2001-0"
R-30 ROOF INS.
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4"
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6"
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6"
6"
4"
4"
4"
6"
6"
6"
61'
6"
8"
8"
8"
12"
12"
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31/2"
41/2"
41'
4"
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N/A
N/A
VARIES
VARIES
36"
36"
36"
41'
3
41'
6"
411
611
611
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2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
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2"
21'
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
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2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
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4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
USAGE
CHANNEL
SECTION
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
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HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
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STOP
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PURLIN
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STRUCTURAL
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PARTITION
PANEL
PARTITION
PANEL
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
lS E Ei
-10
l
SEALS o��►I � I f i
, f�
``ti��GER LYN/V�'�rrr
= No. 265
I
S/0NA\-
RAPD
WING
SOL � IONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-A1.8
E
i� -BLOCKING FOR
CANOPY WILL BE FIELD
CORDINATED
PARAPET _
EL: 116'-6
HIGH E.HT.
EL -.114'-4 3
2ND F.FLOO_
EL: 100'-0
F.FLO_OR_
EL: 89'-4
PARAPET
EL: 116'-6
HIGH E.HT.
EL-Ti 14'-4 3
2ND F.FLOO_ R
EL: 100'-0
F.FLO_OR_
EL: 89'-4
50'-2"
30'-4"
50'-2"
130'-8"
PARAPET _
EL: 120'-4
1 1
8" STEP @ ROOF ONLY
Framin
Building "A"
_ PARAPET
EL: 120'-4
Sheetin
Building "A"
@ West Elevation
@ West Elevation
_ _PARAPET
EL: 116'-6
LOW E.HT�
EL: 110'-8
2ND F.FLOOR
EL: 100'-0
F.FLOOR
EL: 89'-4
_ _PARAPET
EL: 116'-6
_ LOW E.HT�
EL: 110'-8
2ND F_FLOOR
EL: 100'-0
F_FLOOR
EL: 89'-4
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS `0111itirigf��
` ER LYN/y�
_= No. 265 •;
"o ST E [r
NAk-
DUI LDtt� Sfll RAPI
Oh1S
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review Al
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1/8"=1'-00'
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-A2 . I
i-* -BLOCKING FOR
CANOPY WILL BE FIELD
CORDINATED
PARAPET_
EL : 115'-4
LOW E.HT.
EL : 110'-8
2ND F.FLOO
EL : 100'-0
F.FLOOR
EL : 89'-4
18" STEP @ ROOF ONLY
- ---
-----
--
---
------
-----
-------
G1
------
------
-----
------
^
4
4
16
A
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TR
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I
5'-4"
4'-10"
5'-0"
5'-0"
5'-0"
5'-0"
4'-10"
5'-4"
4'-10"
5'-0"
5'-0"
5'-
5'-0"
4'-10"
4"
4'-10"
5'-0"
5'-0"
5'-0"
5'-0"
4'-10"
5' 4"
Y
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_
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00
4
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,
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6"
6"
6"
6"
6"
6"
30"
30"
30"
30"
[30"
[30"
[30"
30"
30"
30"
30"
30"
[30-
30"
30"
30"
30"
1 30"
30"
30"
30"
30"
30" [18"[
12'-0"
18"
30"
30
1 30"
30"
30"
30"
30"
30"
30"
1 30"
30"
30"
30"
30"
30"
6"
6"
6"
6"
6"
6"
3" 12" 12" 13'
130'-2"
Frami:
Building "A"
@ East Elevation
__PARAPET
EL : 115'-4
HIGH_E._HT.
114'-10 3/4*
ND F.FLOO�
EL: 100'-0
F _FLOOR
EL: 89'-44
— _PARAPET
-� EL: 115'-4
HIGH E.HT.
EL : 125'-0 3/4*
_—_ 2ND F.FLOO
EL: 100'-0
_—_—_ F.FLOO
EL: 89'-4
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS `���►�� i iiliofei
LYNNF
No. eA265 .�
y r
n
-v• ;TJE E KJ�'
o• U l� .•
.�
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. c om
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-A2 . 2
'lt. _.1 1••- J.d1.r�auA4t�-aWI�IYWW�u�•• •••�' ••'—'••'••'•••'_• ••��.,.ua. .-�l b ..+. . .. .i. ru.sr•■..r-u..3a..d-. d� a.'� xuw r �. sx,l. rrwl�rwr•r...ulu u.a�ur., .ur.... w..: w�I.i �r.,w�-w. _ �_ ..���1�
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 21
10'-0" 10'-0" 10'-0" 10'-0" 10'-0° 10.41 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
'-1" 25'-4" 2 '- 24'-2" 4 '-4" 24'-10" 2 '-8"jk
PARAPET_
PARAPET_ EL :
4"xI6GA FLAT STRAP
-10
ARA_ PETEL :
EL: 116'-6
116'-6
_P_
116'-6�
N
LOW_ E.HT. -- —
I
-
—
-
-
I
o
LOW_E.H_T.
EL: 110'-8
_
_
_
_
_
_
_
_
_ _
_
_
=
_
EL: 110'-8�
_
L-0"
L
I.
L
0
2ND F.FLOOR
9"
V T 1 00
L 2r_6,.
5' Orr
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'-0"
0"
2'
T_
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Or.
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2
2ND F_FLOOR
N
EL: 100'-0
. • .. ..
• a .. . • ' . • • .: ! ..... • .. %
•• • ' • .. • ..
••
.: ! :
• '' '�i •. • ..+ :.•` '�': t. ii • '; ..: .,w a • ?�8'-0 .•.: ••[T6� 6» 6« 6« 6» 6» 6» 6» 6» 6» 6» 6« 6,. 6» 6» 6rr 6» 6«
..i
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.a •'
N
• •' ',: BY OTHERS •• t
a
' • r• •• • •�• r' �' '' �' 'r •. •'• ••. ! J" } '.w •'•.' ..• •. ••a • �;• � is • •.•.• •.• i• '•� I: C' �'' •�` i. '
i.
• 4 • ''.�' .••
F.FLOOR
E 89
. -4
L
EL :
132'-0"
8„ - - - -- - .� -- -- -- -- -- -- -- -- -- - - .- .- . - -- .- - .- .- .- .- .- .- .- .- .- -- .- .-
199'-9"
Framing@ South Elevation
5 "A"
Building
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
10'-O" 10'-0" 10'-0" 10'-0" 10'-01, 10'-0" 10'-0" 10'-0" 10'-01. 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
PARAPET
BEYOND
SIGN PBU EXTERIOR GUTTER
BY OTHERS7 PANEL
q
t� PARAPET_ _ ° —4x4 DS ° ° ° ° —4x4 DS °
EL 116'-6
:
lum
HORZONTAL HORIZONTAL HORIZONTAL
. PBU EXTERIOR HORIZONTAL
PBU EXTERIOR PBU EXTERIOR PBU EXTERIOR PBU EXTERIOR
Self 3 Qr8$G• ... PANEL PBU EXTERIOR PANEL
LOW E.HT. . ,: PANEL PANEL PANE. PANEL
HT. LOW E.HT.
--- — -- -- - -
------ : B .' EL: 110 -8�
EL : 11
2ND F.FLOOR 2ND F.FLOOR
_
EL: 100'-0
_
-
-
0*
- -
- EFS STUCCO T •
.. • � . / QFS/S UCCO
BY OTHERS BY OTHERS
STONE VENEER -
BY OTHERS -
F.FLOOR
- - ME
F.F1-9214--�-
-�
7 EL: 89'-4 ---
---
EL
1991-91,O
Sheeting@ South Elevation
6 "A"
Building
Double Triple Quad Insulated 1-Hour 2-Hour 3-Hour Brick CMU Conc.
Column Column Column CMU Wall Firewall Firewall Firewall Veneer Veneer Beam
d * - ®®® l,L1ll1t1,111'RM
a
C1
C2
G
a
CS
BC1
a
BC3
BC4
TC1
TC2
S
TC4
TC5
H1
a
a
a
ED
S
a
H8
H9
G
S
RC1
Z1
a
Z3
BH1
BH2
SH
S
UPl
UP2
FD
S
RS
G1
a
e
e
CLl
SHAPE
C
C
C
C
C
C
U
U
U
U
U
U
U
U
U
C
C
C
C
C
C
C
C
L
L
U
z
Z
z
C
C
RRU
RRU
2VL
U
L
C
C
L
L
L
Web
15/8"
4"
4"
4"
6"
6"
4"
4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
8"
12"
12"
12"
31/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
36"
4"
3
4"
6"
4"
6"
6"
Flg
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3'
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
1 16
26
29
18
16
16
16
16
12
12
12
USAGE
CHANNEL
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
BOTTOM
BOTTOM
BOTTOM
TOP
TOP
TOP
TOP
TOP
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
LEDGER
POUR
RECEIVER
PURLIN
PURLIN
PURLIN
BOX
BOX
STRUCTURAL
STRUCTURAL
PARTITION
PARTITION
FLOOR
EAVE
RAKE
GIRT
GIRT
GIRT CLIP
GIRT CLIP
MASONRY
SECTION
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
STOP
CHANNEL
HEADER
HEADER
HEADER
PIER
PANEL
PANEL
DECKING
STRUT
SUPPORT
CLIP
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS \\\Iu iiiiir
LYNIV,
• V � 'i .fit i
' No. 265
.Q
ST
P0
r • 29
OutTns snL UT IONs
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-A2 . 3
21 20 19 18 17 16 14 13 12 9 8 7 6 5 4 3 2 1
10%0" 10'-0" 10'-0" 10'-0" 10'-01, 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
19'-11" 2 '-0" 30'-0" 4 '-0" 25'-0" 23'-1" 24'-5"
�EL R
—PARAPET
_PARAPET
� EL: 115'-4
HIGH E.HT.
_
116?-6
EL : 116'-6
HIGH E.HT.
_ _
EL : 114'-10 3/4
_
_ _
_
_
_
jE.
L : 114'-10 3/4
GC1
o
�8t
N
_
�
a
o
0
2ND F.FLOO_R
'
_
_
N
Uf
llI
In
2ND F.FLOOR
EL : 100'-0
. t.. •. • . • + .
MG
1
4'-11" 5'-0" 5'-0" T-1' .� B .0„ •. • .... • ; 3
2- 11" 5' 0" 5'-0" 5' 1" .1810. , .. . • : 7 . �' �' ♦ •' • .
?'
;
60
S �' • .. RETAINING WALL
�... .:.... :..
o
5' 11" 5'-0" 5' 0" 2'-1" . . . ! • .. "
t g'� • • BY OTHERS
':
o
•.
• ! .. . .:• , �..j., �'
---
F.FLO R
EL: 89'-4
EL : 89'-4�
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5%0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
4'-1"
95'-9"
199'-9"
Framing @ North Elevation
7 "A"
Building
21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
10'-0" 10'-0" 10'-01, 10'-0" 10'-0" 10'-0" 101-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0.1 10'-0" 10'-0" 10'-01,
PARAPETT
EL : 115'-4
HIGH E.HT. T HIGH_E.H_T.
EL : 1lT-4 3/4
HORIZONTAL PB EXTERI R HORIZONTAL P U EXT OR HORIZONTAL PBU
BU IXTERIOR PANEL PBU EXTERIOR PANE PBU EXTANEL ERIOR PB IXT R BOU EIX OR
PXTERIOR P
PANEL PANEL PANEL PANEL d
2ND_ F.FLOO_R 2ND F.FLOOR
EL : 100'-0
EL: 100'-0
PBU
I
cajun
o0
o
p
o
F.F_LOOR
F.FL_OOR
EL : 89'-4 ---
_
EL: 89'-4�
199'-9"
Sheeting @ North Elevation
8 "A"
Building
Double Triple Quad Insulated 1-Hour 2-Hour 3-Hour Brick CMU Conc.
Column Column Column CMU Wall Firewall Firewall Firewall Veneer Veneer Beam
0 0— ®®® 11g11illllll`
CS
C1
C2
C3
C4
C5
BC1
BC2
BC3
BC4
TC1
TC2
TC3
TC4
TC5
H1
H2
H3
H4
H5
H6
H7
H8
H9
Ll
L2
RC1
Z1
Z2
Z3
BH1
BH2
SH
SP
UPI
UP2
FD
ES1
RS
G1
G2
GC1
GC2
CLI
SHAPE
C
C
C
C
C
C
U
U
U
U
U
U
U
U
U
C
C
C
C
C
C
C
C
L
L
U
Z
Z
Z
C
C
RRU
RRU
2VL
U
L
C
C
L
L
L
Web
15/8"
4"
4"
4"
6"
6"
4"
4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
8"
12"
12"
12"
31/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
36"
4"
3
4"
6"
4"
6"
6"
FIg
2 1/2" 2
1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
[USAGE
CHANNEL STUDS
SECTION
STUDS
STUDS
STUDS
STUDS
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL CHANNEL
BOTTOM
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
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HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
LEDGER
POUR
STOP
RECEIVER
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PURLIN
PURLIN
PURLIN
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HEADER
BOX
HEADER
STRUCTURAL
HEADER
STRUCTURAL
PIER
PARTITION
PANEL
PARTITION
PANEL
FLOOR
DECKING
EAVE
STRUT
RAKE
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GIRT
GIRT
GIRT CLIP
GIRT CLIP
MASONRY
CLIP
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS ,`��►iti����i��i
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3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review Al
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
1 /8"=1 ' — 0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-A2 .4
1
2
3
4
5
6
7
8
9
10
11
12
13
14 15 16
17 18
10'-0"
I
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10'-0"
10'-0"
10'-0"
101-0"
10'-0"
10'-0"
10'-0"
101-01'
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10'-0"
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6"
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6"
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4"
4"
6"
6"
6"
6"
6"
8"
81'
8"
12"
12"
12"
31/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
3611
4"
3
4"
6"
4"
6"
6"
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2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3'
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
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CHANNEL
SECTION
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
CHANNEL
BOTTOM
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BOTTOM
CHANNEL
BOTTOM
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TOP
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TOP
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TOP
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HEADER
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MASONRY
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—
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS tttttIfill/.,/,
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RBI SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1'-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-B 1.1
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS ``���►titin��,f���
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review Al
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 ' —0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-B I m 2
LOW E.HT.
EL:108'-10 1/2
c
a
F.FLOOR
EL:100'-0
LOW E.HT.
EL:108'-10 1/
F.FLOOR __
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HIGH E.HT.
EL:109'-7 1/2
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EL:109'-7 1/2
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EL:10di- 0
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170'-0"
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS , � 11 t �[fill,
No. 0-11265
'o ST E a
S�ONAL
RAPID
80 1 LDI MS SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-B2 . I
HIGH E.HT.
EL:109'-7 1/2
0
F.FLOOR
EL:100'-0
HIGH E.HT.
EL:109'-7 1/14
F.FLOOR
EL:100'-0
10'
G1
GC1
5'-0"
5'-0"
5'-0"
29'-10Z"
Framin
Building "B"
@ West Elevation
10'
RAKE -,3"
Sheetin
Building "B"
30'-0"
@ West Elevation
_LOW E.HT.
EL:108'-10 1/2
_ F.FLOORR
EL: 100'-0
_LOW E.HT.
108'-10 1/2
F_FLOOR�
EL: 100'-0
LOW E.HT.
EL:108'-10 1
F.FLOOR
EL:100'-0
LOW E.HT.
EL:108'-10 1 /
F.FLOOR _
EL:100'-0
10'
3"F-
5'-0" 5'-0" 5'-0" 5'-0" 5'-01,
29'-10"
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@ East Elevation
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30'-0"
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HIGH E.HT.
EL:109'-7 1/2
__ F.FLOOR1
EL: 100'-0
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EL:109'-7 1/2
---F.FLOOR �
EL:100'-0
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
j zabik@ztengineering.com
P-1294
SEALS �X%11111111o'el
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R..APID
BUILQiNG SOLUTIC}NS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
COST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-B2.2
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS `���►t t t ► i�P�/r
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265
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-C1.1
1
2
3
4
5
6
7
8
9
10
11
12
13
14 15
16
17
18
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0" 10'-0"
10'-0"
10'-0"
170'-0"
— a
I
SH
I
TC3
TC3
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170'-0"
Plan
Roof Framing
Plan
North
Building "C"
ROOF
OVERHANG
1
10'-0"
2
10'-0"
3
10'-0"
4
10'-0"
5
10'-0"
6
10'-0"
7
10'-0"
8
10'-0"
9
10'-0"
10
10'-0"
11
10'-0"
12
10'-0"
13
10'-0"
14 15 16 17 18 1'-8
10'-0" 10'-0" 10'-0" 10'-0"
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170'-0"
2" ROOF
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Plan
Roof Sheeting
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North
Building "C"
STEEL
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C
C
C
C
C
C
U
U
U
U
U
U
U
U
U
C
C
C
C
C
C
C
C
L
L
U
z
z
Z
C
C
RRU
RRU
2VL
U
L
C
C
L
L
L
Web
15/8"
4"
4"
4"
6"
6"
4"
4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
8"
12"
12"
12"
31/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
36"
4"
3
4"
6"
4"
6"
6"
Flg
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
1 26
29
1 18
1 16
16
16
16
12
12
12
USAGE
CHANNEL
SECTION
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
LEDGER
POUR
STOP
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PURLIN
PURLIN
PURLIN
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HEADER
BOX
HEADER
STRUCTURAL
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STRUCTURAL
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PARTITION
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GIRT
GIRT CLIP
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MASONRY
CLIP
Zabik Turner Engineering, PLLC
,Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS 01%%1iiril1o,,,
LYN/�,
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R:A D
BUILDING CS100LU IONS
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. corn
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBI DRAWN BY: JL
CHECKED BY: RBI SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 ' -0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION.
INITIALS OF GC/OWNER
RBS—C I n 2
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LOW E.HT.
EL:108'-10 1%2
c
c
F.FLOOR _
EL:100'-0
LOW E.HT.
EL:108'-10 1/2
c
b
F.FLOOR
EL.100'-0
HIGH EAT.
EL:109'-4 1/2
lk F.FLOOR
EL:100'-0 _
HIGH E.HT.
EL:109'-4 1/2
F.FLOOR _
EL :100'-0
2'-0"
2'-0"
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a
N
a
N
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N
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N
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Framin
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170'-0"
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@ West Elevation
@ East Elevation
@ East Elevation
_LOW E.HT.
EFI.W_-i0 1/2
_ _ _ _ F.FLOOR
EL:100'-0
_LOW E.HT.
EL:108'-10 1/2
F.FLOOR
EL:100'-0
HIGH E.HT.
EL:109'-4 1/2
F.FLOOR�
EL:100'-0
HIGH E.HT. Ah
EL:109'-4 1/2 NV
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EL:100'-0
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS , � i I I I i I I /`/
LYNN�
4
No. 265 r
"o ST E Q:
• pp, *29
R1O .•
[j..API
DIhiG St]L11T1ON5.
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review Al
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 I-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS—C 2 a I
LOW E.HT.
EL:108'40 1
F.FLOOR_
EL:100'-0
LOW E.HT.
EL:108'-10 1
F.FLOOR_
EL:100'-0
e
d
c
b
a
a
b
c
d
e
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5'-0-
5'-0-
5'-0-
5'-0-
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EL:109'-4 1
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HIGH E.HT.
EL:109'-4 1/:
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EL:100'-0
10'
3"F-
8'
N
20'-0-
Framin
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10'
@ North Elevation
a
5'-0"
b
5'-0-
c
5'-0.
d
5'-0-
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10' 10'
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[V
20'-0-
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.:108'-10 1/2 NV
F.FLOOR�
EL:100'-0
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:108'-10 1/2
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EL:100'-0
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS `ovllI
LYIV/V,
No. 265
r 'o STRIOE Q:
V.�
R'APID
BUILDlM6 SOLUTiON5
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
1 /8"=1 ' — 0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-C2.2
15 16 17 18 19
5'-0" 5'-0"
5'-0" 5.0"
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15 5'-0"
135'-0"
201-0"
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1
2
3
4
5
6
7
8
9
10
11
12
13 14 15 16 17 18 19
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Stud & Channel Layout
North
Building "D"
Double
Triple Quad
CMU
insulated 1-Hour
2-Hour
3-Hour
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Column Column
Wall Firewall
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C
C
C
C
C
C
U
U
U
U
U
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U
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C
C
C
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C
C
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C
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15/8"
4"
4"
4"
6"
6"
4"
4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
8"
12"
12"
12"
31/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
36"
4"
3
4"
6"
4"
6"
6"
Flg
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
USAGE
CHANNEL
SECTION
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
HEADER
HEADER
HEADER
HEADER
HEADER[HEADER
HEADER
HEADER
HEADER
LEDGER
POUR
STOP
RECEIVER
CHANNEL
PURLIN
PURLIN
PURLIN
BOX
HEADER
BOX
HEADER
STRUCTURAL
HEADER
STRUCTURAL
PIER
PARTITION
PANEL
PARTITION
PANEL
FLOOR
DECKING
EAVE
STRUT
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8'-0"
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0 8'-0" 0 8'-0"
0
8'-0" 0 8'-0"
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294RP
SEALS `,tt11t11t1/Pf�1
No. 265
r pp.0. -�
/���ltttttitt��
ID
B
U (LDt AbG�SOLU71flNS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. c om
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
1 1-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft Sft 16ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER RBSmD
I m I
tV
5'-0"
5'-0"
5'-0"
15 5'-0"
135'-0"
20'-0"
—
a
0
0
—
b
0
—
c
0
0
—
d
0
00
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e
0
0
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f
0
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0
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1
2
3
4
5
6
7
8
9
10
11
12
13 14 15 16 17 18 19
Plan
Partition & Unit
Layout
North
Building "D"
Double
Triple Quad
CMU
Insulated
1-Hour
2-Hour
3-Hour
Brick
CMU
Conc.
Column
Column Column
Wall
Firewall
Firewall
Firewall
Veneer
Veneer
Beam
o
0 0
-
®®®
11t1►►►,�,,,1,
CS
C1
C2
C3
sees
ass
TC2
TC3
TC4
ease
8886880
Geese
a
a
a
S
a
UP2
a
a
RS
a
a
a
e
CLl
SHAPE
C
C
C
C
C
C
U
U
U
U
U
U
U
U
U
C
C
C
C
C
C
C
C
L
L
U
Z
Z
Z
C
C
RRU
RRU
2VL
U
L
C
C
L
L
L
Web
1 5/8"
4"
4"
4"
6"
6"
4"
4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
8"
12"
12"
12"
3 1/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
36"
4"
3
4"
6"
4"
6"
6"
FIg
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
USAGE
CHANNEL
SECTION
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
LEDGER
POUR
STOP
RECEIVER
CHANNEL
pURLIN
PURLIN
PURLIN
BOX
HEADER
BOX
HEADER
STRUCTURAL
HEADER
STRUCTURAL
PIER
PARTITION
PANEL
PARTITION
PANEL
FLOOR
DECKING
EAVE
STRUT
RAKE
SUPPORT
GIRT
GIRT
GIRT CLIP
GIRT CLIP
MASONRY
CLIP
4.
0
I
UP2
I o
i
0
I
0
5'-0" 5'-0"
5'-0" 4'-lOZ"
o
I
I
4
I
UP2
0
I c
I
4
I
I
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS
_= No. 265 �
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NAL
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BUI LbIMfi SOLUTIONS
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildings olutions . c om
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV DATE DESCRIPTION APP
1 11-28-19 Layout Review JL
0 12-16-19 Review RG
1 12-19-19 RBS RL RG
2 12-20-19 ZTE RL RG
3 01-21-20 COST. REDLINES RG
4 01-22-20 REVIEW RG
5 01-24-20 HECTOR RL AC
6 03-08-20 Review 1 RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D I m 2
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D I m 2
15 16 17 18 19
s-0" 5'-0" 5'-0" 5'-0"
1 S 5'-0"
--------------
—
a
a
—
b
0
—
c
0
0
—
d
0
0
00
—
e
0
0
0
—
0
f
_
g
0
—
h
0
0
j
-
-
4
0
a
o
02",4
10'-0"
10'-0"
I
10'-0"
10'-0"
I 10'-0"
I 10'-0"
10'-0"
I 10'-0"
I 10'-0"
I 10'-0"
10'-0" I
10'-0" I 10'-0"
5'-0" I 5'-0" I 5'-0" I 5'-0" 5'-0'
1
2
3
4
5
6
7
8
9
10
11
12
13 14 15 16 17 18 19
Plan
Roof FramingPlan
North
Building "D"
Double
Triple Quad Insulated 1-Hour
CMU
2-Hour
3-Hour
Brick
CMU
Conc.
Column
Column Column Wall Firewall
Firewall
Firewall
Veneer
Veneer
Beam
0
0 0 -�-®®®
1111,1,1111111
see
easseas
sea
TC4
Bases
asses
eases
as
BH2
SH
SP
UPl
UP2
FD
ESi
RS
GI
se
e's
SHAPE
C
C
C
C
C
C
U
U
U
U
U
U
U
U
U
C
C
C
C
C
C
C
C
L
L
U
z
Z
Z
C
C
RRU
RRU
2VL
U
L
C
C
L
L
L
Web
15/8"
4"
4"
4"
6"
6"
4"
4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
81'
12"
12"
12"
31/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
36"
4"
3
4"
6"
4"
6"
6"
Flg
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
USAGE
CHANNEL
SECTION
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER[HEADER
HEADER
LEDGER
POUR
STOP
RECENER
CHANNEL
PURLIN
PURLIN
PURLIN
BOX
HEADER
BOX
HEADER
STRUCTURAL
HEADER
STRUCTURAL
PIER
PARTITION
PANEL
PARTITION
PANEL
FLOOR
DECKING
EAVE
STRUT
RAKE
SUPPORT
GIRT
GIRT
GIRT CLIP
GIRT CLIP
MASONRY
CLIP
135' 0" 20'-0"
SH
TC3 TC3
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0
SH
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
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350 E Crown Point Rd
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Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: csD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS
-D I m 3
ROOF
OVERHANG
15 16 17 18 19
;
w z
w
00
s-0"
5'-0"
5'-0"
5'-0"
a ,
15 5'-0"
13 5'-0"
20'-0"
—
a
0
0
—
b
0
—
c
0
—
d
0
0
—
e
0
0
a
—
f
0
0
g
ROOF
OVERHANG
0
STEEL
LINE
0
0
0
o
a
a
a
DM-4—
—
m
15 5'-0"
10' 0"
I
10'-0"
I
10'-0"
I 10'-0"
I 10'-0"
I 10'-0"
I 10'-0"
I 10'-0^
I 10'-0"
I 10'-0"
I 10' o"
I
10' 0" I 10'-0"
I 5'-0"
I 5'-0"
I 5'-0.
I 5'-0"
I 5'-0"
STEEL
1
2
3
4
5
6
7
8
9
10
11
(12
13 14 15 16 17 18 19
LINE
ROOF
VERHAN
Plan
Roof SheetingPlan
North
Building "D"
Double
Triple
Quad
CMU
nsulated
1-Hour
2-Hour
3-Hour
Brick
CMU
Conc.
Column
Column
Column
Wall
Firewall
Firewall
Firewall
Veneer
Veneer
Beam
o
0
G
66688
BC1
BC2
BC3
BC4
TC1
TC2
TC3
eases
se
88886
L2
RC1
as
S
BH1
BH2
a
SP
UPl
UP2
a
a
S
G1
G2
GC1
GC2
1 CLl
SHAPE
C
C
C
C
C
C
U
U
U
U
U
U
U
U
U
C
C
C
C
C
C
C
C
L
L
U
z
z
z
C
C
RRU
RRU
2VL
U
L
C
C
L
L
L
Web
1 5/8"
4"
4"
4"
6"
6"
4"
4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
8"
12"
12"
12"
31/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
36"
4"
3
4"
6"
4"
6"
6"
FIg
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
USAGE
CHANNEL
SECTION
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
BOTTOM
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
TOP
CHANNEL
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
LEDGER
POUR
STOP
RECEIVER
CHANNEL
PURLIN
PURLIN
PURLIN
BOX
HEADER
BOX
HEADER
STRUCTURAL
HEADER
STRUCTURAL
PIER
PARTITION
PANEL
PARTITION
PANEL
FLOOR
DECKING
EAVE
STRUT
RAKE
SUPPORT
GIRT
GIRT
GIRT CLIP
GIRT CLIP
MASONRY
CLIP
a
0
ROOF
OVERHANG --
°° nW z
�N
z
0
a
N
2" ROOF INS.
0
Slo eDN
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS 0%%ti11111jof'fi
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265
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R.APID
90 1 LDI NG SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions . c om
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL= lmmmnnl�
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D 1.4
HIGH E.HT.
EL:110'-9
F.FLOOR
EL:100'-0
HIGH E.HT.
EL:110'-9
F.FLOOR_
EL:100'-0
HIGH E.HT.
EL:109'-3
_ LOW E.HT.
EL: 110'-3
8'-0" q 8'-0" 3' 0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-01. 0 8'-0" q 8'.0" 0 8'-0" 0 8'-0"
-4
Framin
Building "D"
@ East Elevation
n GUTTER
All LOW E.
� —4x4 DS o 0 o a
_ HT.
EL:110'-3
Sheetin
Building "D"
@ East Elevation
LOW E.HT.
FT -1 11 0'-1------�.
_LOW E.HT.
108'-10 1/2
_F.FLOOR�
EL:100'-0
_LOW E.HT.
108'-10 1/2
F.FLOOR�
EL:100'-0
HIGH E.HT.
EL:110'-9
F.FLOOR I I I I I d IN I I 1 II—F.FLOOR
EL:100'-0 EL:100'-0�
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HIGH E.HT.
EL:109'-3
F.FLOOR_
EL:100'-0
Framin
Building " D"
@ West Elevation
HIGH SAVE TRIM -_ ` � -11 fix
LOW E.HT. RAKE
Fi-IIn9 1is -
Sheetin
Building "D"
@ West Elevation
HIGH E.HT.
EL:110'-9
__F.FLOOR�
EL:100'-0
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D2 . 1
LOW E.HT.
EL:110'-3
F.FLOOR
EL:100'-0
LOW E.HT.
EL: 110%3
F.FLOOR
EL:100'-0
HIGH E.HT.
EL:110'-9
F.FLOOR _
EL:100'-0
HIGH E.HT.
EL:110'-9
F.FLOOR _
EL:100'-0
0 8'-0" 0 8'-0"db 8'-0" 0 8'-0" 0 8'-0- 5'-0" 5'-0" 4'-1Q "
4
94'-
Framii
Building "D"
@ North Elevation
RAKE
GUTTER
if
q-4x4 DS 0 0 0
Sheetin
Building "D"
@ North Elevation
c
G1
GC1
4'-1012"
10' 0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
94'-10Z"
Framii
Building "D"
@ South Elevation
HIGH EAVE TRIM-
--
Sheetin
Building " D"
@ South Elevation
_ LOW E.HT.
EL: 110'-3
LOW E.HT.�
EL:109'-3
_ F.FLOOR�_
EL:100'-0
LOW E.HT.
EL: 110'-3
_ LOW E.HT.�
EL:109'-3
F.FLOOR
EL:100'-0
E.HT.
EL:110'-9
F.FLOOR
EL:100'-0
HIGH E.HT.
EL: 110'-9
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EL:100'-0
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
j zabik@ztengineering.com
P-1294
SEALS
.,` `,ER LYN&
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No. 265 =
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RAP,1 D
BUI LDtMG SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
M �07
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1/81t=1 P-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D2.2
2'-0"
2'-0"
4
M 2 3 4 5 6 7 8 9 n10 R R R n14 R R n17 n18 R n2O R R R
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-01, 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'41 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'4" 10'-01, 10'-0"
1 1 1
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0
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS 11III!//,
r
No. 265
C
.• R10 .•
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NA%-
RAPID
DUI LDihtG SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 ' -0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-E1.1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'4" 10'-0" 10'-01. 101.0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 101.0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
220'-0"
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North Building "E"
ROOF ROOF
OVERHANG
OVERHANG
STEEL STEEL
i LINE LINE i
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0" 10'-0" 10'-o" 10'-0" 10'-0" 10'-0" 10'-0" 10.4. 1014. 10'-0" 10'-0" 10'-0" 10'-0" 101.0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
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a
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b
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USAGE CHANNEL STUDS STUDS STUDS STUDS STUDS BOTTOM BOTTOM BOTTOM BOTTOM TOP TOP TOP TOP TOP HEADER HEADER HEADER HEADER HEADER HEADER HEADER HEADER HEADER LEDGER POUR RECEIVER PURLIN PURLIN PURLIN BOX BOX STRUCTURAL STRUCTURAL PARTITION PARTITION FLOOR EAVE GIRT GIRT GIRT CLIP GIRT CLIP MASONRY
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
R,APID
BUILDING SOLUTIONS.
SEALS i t l lo
si
`' • No. 265
ST � cr
,t. RID .: ,� •
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildings olutions . c om
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-E I m 2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
E.HT. LOW_E.HT.
ELOW
:108'-10 1/2
2'
0"
2'
o"
_
EL:108'-10 1/2�
SH
o
SH
o
SP
SP
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_-_-
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EL:100'-0
8' 0" 0 8'-0" 0 -0. 0 8'-0" 0 8'-0" 0 8'-0" 0 8'•0" 0 8'-0" q 8' 0" 0 8'-0" 0 8'-0" 0 8' 0" 0 8' 0" 0 8'•0" 0 8'-0" 0 8'-0" 0 8'-0. 0 8'-0^ 0 8'-0" 0 8'-0. 0 8'-0"
N N N N N N N N N N N N N N N N N N N N N
220'-0"
Framing @ West Elevation
1 "E"
Building
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 101-0" 10'-0" 10'-0" 10'-0" 10'-0" 101•0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 101•0" 10'-0" 10'-0"
GUTTER
0 0 0 0 0 0 0 0
x4 DS
LOW E.HT. LOW E.HT.
-1 EL:108'0 1 /2
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SH
TEK COAT
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F.FLOOR_
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1
EL:100'-0
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N N N N N N N N N N N N N N N N N N N N N
220•-0"
Sheeting @ West Elevation
2 "E"
Building
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
HIGH E.HT. HIGH E.HT.
EL:109'-7 1/2
1' 3"
_
EL:109'-7 1/2
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SH
0
SH
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SP
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--
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-
EL:100'-0
8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 4 8'-0" 0 8'-0" 0 8'-0"db 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" R 8'-0" 0 8'-0"
N N N N N N N N N N N N N N N N N N N N N
220'-0"
Framing @ East Elevation
3 "E"
Building
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 101•0" 10'-0. 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
HIGH EAVE TRIM
HIGH E.HT. HIGH_E.HT.
EL:109'-7 1/2
1'-3"
EL:109'-7 1/2�
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0
TEK COAT
SH
0
a.
SP
SP
F.FLOOR-
----
-
-
-
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L-
-
-
-
- -
-
-
-
-
---
-- _F.FLOOR
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EL:100'-0
8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0" 6 8'-0" 0 8'-0" 0 8'-0" 0 8' 0" 6 8'-0" 6 8'•0" 0 8'-0" 0 8' 0" 0 8'-0" 0 8'-0" 0 8'-0" 0 8'-0. q 8'-0"
N N N N N N N N N N N N N N N N N N N N N
220'-0"
Sheeting @ East Elevation
4 "E"
Building
Double Triple Quad Insulated 1-Hour 2-Hour 3-Hour Brick CMU Conc.
CMU
Column Column Column Wall Firewall Firewall Firewall Veneer Veneer Beam
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CS
C1
3
C3
C4
CS
9
BC2
BC3
BC4
TC1
8
9
8
TCS
H1
H2
H3
8
HS
9
H7
H8
8
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L2
RCl
Z1
Z2
Z3
BH1
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SH
SP
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UP2
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G1
G2
GC1
GC2
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C
C
C
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C
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U
U
U
U
U
C
C
C
C
C
C
C
C
L
L
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Z
Z
Z
C
C
RRU
RRU
2VL
U
L
C
C
L
L
L
SHAPE
Web
15/8"
4"
4"
4"
6"
6"
4"
4"
6"
6"
4"
4"
4"
6"
6"
6"
6"
6"
8"
8"
8"
12"
12"
12"
31/2"
41/2"
4"
4"
6"
8"
N/A
N/A
VARIES
VARIES
36"
36"
36"
4"
3
4"
6"
4"
6"
6"
FIg
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
GA.
USAGE
CHANNEL
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
BOTTOM
BOTTOM
BOTTOM
TOP
TOP
TOP
TOP
TOP
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
LEDGER
POUR
RECEIVER
PURLIN
PURLIN
PURLIN
BOX
BOX
STRUCTURAL
STRUCTURAL
PARTITION
PARTITION
FLOOR
EAVE
RAKE
GIRT
GIRT
GIRT CLIP
GIRT CLIP
MASONRY
SECTION
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
STOP
CHANNEL
HEADER
HEADER
HEADER
PIER
PANEL
PANEL
DECKING
STRUT
SUPPORT
CLIP
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS �II I I III/., ,
265
r �
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G
���i�lTitllll���
RAPID
BUILDtNC; SOLUTIONS
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. corn
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
1 /8"=1 ' -0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-E2 . I
Ik HIGH E.HT.
EL:109'-7 1/2
F.FLOOR
EL:100'-0
HIGH E.HT.
EL:109'-7 ul2
F.FLOOR _
EL:100'-0
5'-0" 4'-0" 0 8'-0" 0 4'-0' 5'-0"
N 30'-0" N
Framin
Building "E"
10'
@ North Elevation
10'
RAKE 13"
Sheetin
Building "E"
30'-0"
@ North Elevation
_LOW E.HT.
108'-10 1%2
F_FLOOR�
EL:100'-0
_LOW E.HT.
1010 1/2
F_FLOOR�
EL:100'-0
LOW EAT.
EL:108'-10 1 /
F.FLOOR _
EL:100'-0
LOW E.HT.
EL:108'-10 1 /
F.FLOOR
EL:100'-0
10'
3"r_
5'-0" 4'-0" 0 8'-0" 4 4'-0" 5' 0"
N 30''0" N
Frami
Building --E "
@ South Elevation
10'
3"r- RAKE
Sheetin
Building "E"
30'-0"
@ South Elevation
HIGH E.HT.
EL:109'-7 1/2
_ F.FLOOR �
EL: 100'-0
HIGH E.HT.
EL:109'-7 1/2
F.FLOOR�
EL:100'-0
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
j zabik@ztengineering.com
P-1294
SEALS
LYNN�'�,
Z : ••�\GENS.
No. W265 •'
/��Q/:
r • C' • Q
r i_ �G!
��'r, `S�ONA� ECG.`•
R'APD
BUILD# NG SflL�iOHS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review Al
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 ' —0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-E2 . 2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 (16) 17 (18) 19 20 21 22 23
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 101•0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
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220'-0"
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SHAPE C C C C C C U U U U U U U U U C C C C C C C C L L U Z Z Z C C RRU RRU 2VL U L C C L L L
Web 15/8" 4" 4" 4" 6" 6" 4" 4" 6" 6" 4" 4" 4" 6" 6" 6" 6" 6" 8" 8" 8" 12" 12" 12" 31/2" 41/2" 4" 4" 6" 8" N/A N/A VARIES VARIES 36" 36" 36" 4" 3 4" 6" 4" 6" 6"
Flg 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2 2" 2" 2" 2" 2" 2" 2" 2" 2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 3 1/2" 4 1/2" 3" 2 1/2 2 1/2 2 1/2 N/A N/A 3 3/4" 4 3/4" N/A N/A N/A 2 1/2" 3 2 1/2" 2 1/2" N/A N/A 3"
GA. 18 12 14 16 14 16 14 16 14 16 12 14 16 14 16 12 14 16 12 14 16 12 14 14 3/8 12 16 16 16 16 14 16 18 16 26 29 18 16 16 16 16 12 12 12
USAGE CHANNEL STUDS STUDS STUDS STUDS STUDS BOTTOM BOTTOM BOTTOM BOTTOM TOP TOP TOP TOP TOP HEADER HEADER HEADER HEADER HEADER HEADER HEADER HEADER HEADER LEDGER POUR RECEIVER PURLIN PURLIN PURLIN BOX BOX STRUCTURAL STRUCTURAL PARTITION PARTITION FLOOR EAVE RAKE GIRT GIRT GIRT CLIP GIRT CLIP MASONRY
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
RAPID
SEALS
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787 2
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV DATE DESCRIPTION APP
1 11-28-19 Layout Review JL
0 12-16-19 Review RG
1 12-19-19 RBS RL RG
2 12-20-19 ZTE RL RG
3 01-21-20 CUST. REDLINES RG
4 01-22-20 REVIEW RG
5 01-24-20 HECTOR RL AC
6 03-08-20 Review 1 YL
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-F I m I
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
RAPID
SEALS
� • No. 265
ST
frr:?91111
``
BIIILbtMG SQLUTI{}NS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787 2
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV DATE DESCRIPTION APP
1 11-28-19 Layout Review JL
0 12-16-19 Review RG
1 12-19-19 RBS RL RG
2 12-20-19 ZTE RL RG
3 01-21-20 CUST. REDLINES RG
4 01-22-20 REVIEW RG
5 01-24-20 HECTOR RL AC
6 03-08-20 Review 1 YL
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-F I m I
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-F I m I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10%0" I0'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
220'-0"
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220'-0"
2" ROOF INS.
— a
O
b
0
— c
0
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4
0
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SHAPE C C C C C C U U U U U U U U U C C C C C C C C L L U z Z Z C C RRU RRU 2VL U L C C L L L
Web 15/8" 41' 4" 4" 61' 611 4" 4" 6" 6" 41' 4" 411 61' 6" 6" 6" 6" 8" 8" 81' 12" 12" 1211 31/2" 41/2" 41' 411 6" 811 N/A N/A VARIES VARIES 36" 36" 36" 4" 3 4" 6" 4" 6" 6"
FIg 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2 211 2" 2" 2" 2" 2" 2" 2" 211 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 3 1/2" 4 1/2" 311 2 1/2 2 1/2 2 1/2 N/A N/A 3 3/4" 4 3/4" N/A N/A N/A 2 1/2" 3 2 1/2" 2 1/2" N/A N/A 311
GA. 18 12 14 16 14 16 14 16 14 16 12 14 16 14 16 12 14 16 12 14 16 12 14 14 3/8 12 16 16 16 16 14 16 18 16 26 29 18 16 16 16 16 12 12 12
USAGE CHANNEL STUDS STUDS STUDS STUDS STUDS BOTTOM BOTTOM BOTTOM BOTTOM TOP TOP TOP TOP TOP HEADER HEADER HEADER HEADER HEADER HEADER HEADER HEADER HEADER LEDGER POUR RECEIVER PURLIN PURLIN PURLIN BOX BOX STRUCrURAL STRUCTURAL PARTITION PARTITION FLOOR EAVE RAKE GIRT GIRT GIRT CLIP GIRT CLIP MASONRY
SECTION CHANNEL 1.CHANNEL CHANNEL CHANNEL CHANNEL CHANNEL CHANNEL CHANNEL CHANNEL STOP CHANNEL HEADER HEADER HEADER PIER PANEL PANEL DECKING STRUT SUPPORT CLIP
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS Itttt
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No. 265 r
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PAPID
Q11rtC SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
of
!%iiiiii
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC1/8"=l'—O
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-F I m 2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
LOW E.HT.
EL.108'-10 1/2
2
0
2..0.
EL:108N10 /2�
0
SH
o
SH
SH
o
SP
SP
SP
ilk F.FLOOR_
_
EL:100'-0
_ _ _F.FLOOR
EL:100'-0�
8' 0" b 8' 0" 0 8' 0" b 8' 0" b 8' 0" b 0. b 81.0. b 8' 0" 8' 0" b 8.•0. c 8.-0" c 8.-0 4 8' 0" b 8' 0" b 8' 0" b 8' 0" b 8' 0" b 8'•0" b 8' 0" b 8' 0" b 8'-0"
N N N N N N N N N N N N N N N N N N N N N
220'-0"
Framing @ West Elevation
1 "F"
Building
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0" 10'-0" Io'-o" 10'-0" 10'-0^ 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0^ Io'•o" 101-0" 101-0" 101-0"
GUTTER
0 0 0 0 0 0 o a
x4DS
LOW E.HT. LOW_E.HT.
EL:108'-10 1/2
2'-0"
2'-0"
EL:108'-10 1/2�
SH
SH
TEK COAT
SH
o+
b
R
a
SP
SP
SP
F.FLOOR_
_
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EL:100'-0
EL:100'-0�
8'-0" b 8'-0" b 81•0" 4 81-0" b 8'-0" b 8'-0" b 81-0" b 8'-0" b 81•0" b " 0" 8-0" " b 8-0" b 8'" q 8'8-00b 808-0-0-0" q 8'-0" b 8'-0. b 8' 0"
N N N N N N N N N N N N N N N N N N N N N
220'-0"
Sheeting @ West Elevation
2 "F"
Building
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0" 10'-0. 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
HIGH E.HT. HIGH E.HT.
-?'-EL.-i -101/2
r
_
EL:109'-101/2
o
7 SH
b
SH
SH
b
o
SP
SP
SP
�F.FLOOR_
_
_ _F.FLOOR
EL:100'-0
EL:100'-0
8' 0-"1:' 8' 0" b 8'-0" b 8'-0" b 8'-0" b 8' 0" b 8' 0" b 8' 0" b g.•0 b 8' 0" b 8'-0" b 8' 0" b 8'-0" 4 8'•0" b 8' 0" b 8' 0" b 8' 0" q 8' 0" b 8' 0" b 8' 0" b 8'-0" b 8' 0"
N N N N N N N N N N N N N N N N N N N N N
220'-0"
Framing @ East Elevation
3 "F"
Building
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 101•0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 101•0" 10'-0" 10'-0"
HIGH EAVE TRIM
HIGH E.HT. HIGH_E.HT.
EL:109'-10 1/2
1'-6"
_
EL:109'-10 1/2
SH
0
SH
TEK COAT
SH
0
b
c
b
c
SP
SP
SP
F.FLOOR_
_ _
F.FLOOR
_ _
EL:100'-0
EL:100'-0
•00. 8'-0" 0. 8'-0.'0. -0. 8'-0" b q 8'-0' b 8'-0"b 8b db 4 8
8'-0" db 8'-0. b 8'-0" b 81•0. '0" 8'-0. '0. 8'-0" -0"d�? 8'-0" b 'J4
N N N N N N N N N N N N N N N N N N N N N
220'-0"
Sheeting @ East Elevation
4 "F"
Building
DouEle Triple Quad Insulated 1-Hour 2-Hour 3-Hour Brick CMU Conc.
CMU
Column Column Column Wall Firewall Firewall Firewall Veneer Veneer Beam
o 0 0_'
CS Cl C2 3CS BC1 BC2 BC3 BC4 TCl TC2 8TC4 TCS H1 H2 H3 8HS H6 H7 H8 H9 Ll ISRCl Z1 Z2 Z3 BHl BH2 SH SP UPl 8FD ESl RS Gl G2 GCl GC2 CLl
8
SHAPE C C C C C C U U U U U U U U U C C C C C C C C L L U Z Z Z C C RRU RRU 2 VL U L C C L L L
Web 1 5/8" 4" 4" 4" 6" 6" 4" 4" 6" 6" 4" 4" 4" 6" 6" 6" 6" 6" 8" 8" 8" 12" 12" 12" 3 1/2" 41/2" 4" 4" 6" 8" N/A N/A VARIES VARIES 36" 36" 36" 4" 3 4" 6" 4" 6" 6"
Flg
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2
2"
2"
2"
2"
2"
2"
2"
2"
2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
3 1/2"
4 1/2"
3"
2 1/2
2 1/2
2 1/2
N/A
N/A
3 3/4"
4 3/4"
N/A
N/A
N/A
2 1/2"
3
2 1/2"
2 1/2"
N/A
N/A
3"
GA.
18
12
14
16
14
16
14
16
14
16
12
14
16
14
16
12
14
16
12
14
16
12
14
14
3/8
12
16
16
16
16
14
16
18
16
26
29
18
16
16
16
16
12
12
12
USAGE
CHANNEL
STUDS
STUDS
STUDS
STUDS
STUDS
BOTTOM
BOTTOM
BOTTOM
BOTTOM
TOP
TOP
TOP
TOP
TOP
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
HEADER
LEDGER
POUR
RECEIVER
pURLIN
PURLIN
PURLIN
BOX
BOX
STRUCTURAL
STRUCTURAL
PARTITION
PARTITION
FLOOR
SAVE
RAKE
GIRT
GIRT
GIRT CLIP
GIRT CLIP
MASONRY
SECTION
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
CHANNEL
STOP
CHANNEL
HEADER
HEADER
HEADER
PIER
PANEL
PANEL
DECKING
STRUT
SUPPORT
CLIP
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
j zabik@ztengineering.com
P-1294
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RAPID
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3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. corn
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
'-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-F2 . I
HIGH E.HT.
EL:109'-10 1
F.FLOOR_
EL:100'-0
HIGH E.HT.
EL:109'-8 1/
F.FLOOR_
EL:100'-0
5'-0" 4'-0" 0 8'-0" 6 8'-0" d4 4'-0"
fV N fV
Framin
Building "F"
@ North Elevation
10'
13"
10'
RAKE �3.
Sheetin
Building T"
@ North Elevation
_LOW E.HT.
108'-10 1/2
_ F.FLOOR�
EL:100'-0
_LOW E.HT.
108'-10 1/2
_ F.FLOOR�
EL:100'-0
LOW E.HT.
EL:108'-10 1
F.FLOOR_
EL:100'-0
LOW E.HT.
EL:108'-10 1�
F.FLOOR_ _
EL:100'-0
10'
3f- - --
51-0" 4'-0" 0 8'-0" Q 8'-0" 0 4'-0" 5,-0"
N V fV
Frami
Building ' F"
@ South Elevation
10'
3"F- RAKE -719
11111111
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PBU EXTERIOR
PBU EXTERIOR
v
PANEL
PANEL
TEK COAT
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SHHILLI
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DRIP TRIM DRIP TRIM
40'-0"
Sheetin
Building ' F"
@ South Elevation
HIGH E.HT.
109'-10 1/2
F.FLOOR�
EL:100'-0
HIGH E.HT.
L-.109'-10 1/2
F.FLOOR�
EL:100'-0
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS ,�Illltiti��rfi
LYN/V,�'f,��
> : No. 265 '
yk
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i�►lti1411��
11, PID
80 1 LDI NG SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-F2 . 2
PIER TOP PLATE
OUTSIDE CORNER
12" MS-101
TOP PLATE 9 X 9
15' MS-105
MS-125
16" MS-109
18" MS-113
0
0
0
� �
ti
�1
VNN
1/2" X 1" HEX HEAD BOLT
`911I
W/WASHER INSIDE
CIO
1/4-14
X 1" TEK
PIER TOP PLATE 18"�
MS-113
ti
OLT
1/2" X 1" HEX HEAD BOLT--,.,,.
Q
5�0�
NOTE: NO WASHER THIS SIDE
PIER STIFFENER STRAP 18"
OF CONNECTION.
12-14 X 3/4" TEK
1/4-14 X 1" TEK
PIER 18'
MS-007
d
Q
9
OUTSIDE CORNER PIER
OUTSIDE CORNER PIER
°
9 X 9
HEAD PLATE ANGLE 9 X 9
TOP HEADER BOTTOM FLANGE
o
MS-009
MS-089
& BOTTOM HEADER TOP FLANGE
�, NEED TO BE SCREWED TOGETHER.
PIER STIFFENER STRAP 18"
° `
#12 TEKS SPACED AT 2'-0" O.C.
1/4-14 X 1" TEK
o
°
PIER STIFFENER STRAP 18
1/2 X 1 FIN -HEAD BOLT
PIER STIFFENER STRAP 18"
LOCATE AT LOWER EDGE OF HEADER
1/4-14 X 1" TEK
00
•
1/4-14 X 1" TEK
PIER 18"
MS-007
1/4-14 X 1" TEK
0
2 X 3-3/4" X 1/2" ANCHOR BOLT
0
o
o
'*V PIER STIFFENER STRAP 18"
PIER STIFFENER STRAP 18"
�
1/2" X 1" FIN -HEAD BOLT
W/WASHER INSIDE%
—1/2' X 1" FIN -HEAD BOLT
*t
d �1/4-14
X 1" TEK
PIER BOTTOM PLATE O 1/2"
X 1" FlN-HEAD BOLT
0
PIER BOTTOM PLATE 18"
12" MS-102
MS-114
15" MS-110 1/4-14 X 1" TEK
0
0
2 X 3-3/4" X 1/2" ANCHOR BOLT
16" MS-106
18" MS-114 � 2 X 3-3/4" X 1/2" ANCHOR BOLT
0
� 2 X 3-3/4" X 1/2" ANCHOR BOLT
PIER
z
9X9 CORNER PIER
3 PIER AND HEADER ASSEMBLY
D-1
D-1
D-1
SHEETLEDGE
FASTENER #T1A TOP & BOTTOM CHANNEL
TO CEE COLUMN
18 GA. STRUCTURAL
• �c�
�'
HEADER
GUTTER
4C 18
�91
00
PIER TOP PLATE 18"
oo
MS-1 13
, ' :••': :':.' ;':
• ' �:.
• ' ':.�:,: '• : . ' .
4C18
SCREW 4" COLUMNS TOGETHER 2'-0" O.C.
PIER STIFFENER STRAP 18"
' •.: 44. :....
• • .. .. •. .
• ''•
� .: ' .. • . «. • ;`
,, �. . . • 7
•' ' •
4" GALVANIZED BASE TRACK
FASTENER #T1A
PIER 18"
•• '
44
�. • .
MS-007
SHEETLEDGE
:•:
FRAMING DRAWING IS AT
'
• �'
GROUND LEVEL — N.T.S.
,{.
16 GA.
STRUCTURAL
PIER
TOP HEADER BOTTOM FLANGE
.: •. '
& BOTTOM HEADER TOP FLANGE
NEED TO BE SCREWED TOGETHER.
PIER STIFFENER STRAP 18"
:`::'', '`
. •
•'
:,.:.
4" GALVANIZED BASE TRACK
SCREW 4" COLUMN TO CORNER PIER 2'-0" O.C.
112 TEKS SPACED AT 2'-0" O.C.
"•
�, .• ••
is
FASTENER #T1A
PIER STIFFENER STRAP 18'
1/2" X 1" FIN -HEAD BOLT
• ' '• •''
;' ' '• ; .•
• •
.
:',:.
" •'' = �' .
JAMB TRIM —INSTALL BEFORE R—PANEL.
PIER 18"
;';: :'
;;' :."'
4C16
NOTE: CAULK BETWEEN JAMB TRIM
MS-007
•..: �`
�� ! �'
AND CORNER PIER
1/4-14 X 1" TEK
:
•' .''
2 X 3-3/4' X 1 /2' ANCHOR BOLT
:•, .... .:
:• _ '
RAINLIP
.
ti
CORNER PIER
PIER STIFFENER STRAP 18"
:\N\'_1/2"
ROLLER DOOR
X 1" FIN -HEAD BOLT
d
PIER BOTTOM PLATE 18'
MS-114
2 X 3-3/4" X 1/2" ANCHOR BOLT
4 PIER AND HEADER ASSEMBLY
rj
PIER WITH PB U HEADERS
6 PIER AND HEADER SIDE WALL T 0 PANELED END
D J-1
D —1
D —1 WALL & REAR SIDE WALL
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS
LYNNF''',.
F•••......•..
• No. 265
ST
`S7�1VA\-
ID
I LDI NG SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D- I
(LAP LOCATION ON ROOF FRAMING PLAN)
2 X #12 STEEL SCREWS
4"x2-1/2"x16 GA.
ZEE BEAM
4"x2 1 /2"x 16 go
CEE COLUMN
12 GA. (GALV.) BASE CLIP
ATTACH TO COLUMN W/
4 X #12 STEEL SCREWS
2 X #12 STEEL SCREWS
4 X #12 STEEL SCREWS
3-3/4" X 1 /2" ANCHOR BOLT
NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS
ZEE BEAM LAP COLUMN CONNECTION
4" CEE COLUMN &
4" ZEE BEAM
3 X #12 STEEL SCRE"-
6"x2-1/2"x16 GA.
TYPICAL FOR 8", 10
6"x2-
CEE
(LAP LOCATION ON ROOF FRAMING PLAN)
17"
17"
SLAB AND FOUNDATION 4" MIN.
z v Ili n CTC m SCREWS
7L�I9>•_Till;•7��iI��a•7� 1�11>!•]I�IN
NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS
NCHOR BOLT
SLAB AND FOUNDATION 4" MIN.
(LAP LOCATION ON ROOF FRAMING PLAN)
2 X #12 STEEL SCREWS
4"x2-1 /2"x 16 GA.
ZEE BEAM
6"x2-1/2"x16 GA.
CEE COLUMN
" 4 12" 2 X #12 STEEL SCREWS
12 GA. (GALV.) BASE CLIP
ATTACH TO COLUMN W/
4 X #12 STEEL SCREWS
4 X #12 STEEL SCREWS
2 X 3-3/4" X 1 /2" ANCHOR BOLT
NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS
ZEE BEAM LAP COLUMN CONNECTION
6" CEE COLUMN &
4" ZEE BEAM
4"x2-1/2"x16 G
ZEE BEAM
4"x2 1 /2 "x
CEE COLUM
12
ATT)
4 X
NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS
SLAB AND FOUNDATION 4" MIN.
rS
R BOLT
SLAB AND FOUNDATION 4" MIN.
(LAP LOCATION ON ROOF FRAMING PLAN)
3 X #12 STEEL SCREWS
6"x2-1/2"x16 GA.
ZEE BEAM
4"x2 1 /2"x 16 go
CEE COLUMN
12 GA. (GALV.) BASE CLIP
ATTACH TO COLUMN W/
4 X #12 STEEL SCREWS
3 X #12 STEEL SCREWS
6 X #12 STEEL SCREWS
3-3/4" X 1 /2" ANCHOR BOLT
NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS
ZEE BEAM LAP COLUMN CONNECTION
4" CEE COLUMN &
6" ZEE BEAM
6"x2-1/2"x16 GA.
TYPICAL FOR 8", 10
6"x2-
CEI
TYPICA
NOTE: GAUGES MAY CHANGE DUE TO LOAD CONDITIONS
SLAB AND FOUNDATION 4" MIN.
S
NCHOR BOLT
SLAB AND FOUNDATION 4" MIN
Zabik Turner Engineering, PLLC
,Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS
� ER IYNN�
F•,........
No. W265
ST
r �
. Rl0
`S/0NAI. 6
RAPID
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
COST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 ' -0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
ZEE BEAM LAP COLUMN CONNECTION
6" CEE COLUMN &
6" ZEE BEAM
ZEE BEAM CONNECTION
4" CEE COLUMN &
4" ZEE BEAM
ZEE BEAM LAP COLUMN CONNECTION
6" CEE COLUMN &
6" ZEE BEAM
RBSmD-2
NOTE: PARTITION PANEL HEIGHTS VARY
CEE COLUMN
SEE PLANS FOR
SIZE AND LOCATION
1 x 12x 26ga GALVALUME PARTITION ANGLE MAYBE
USED TO EXTEND PARTITION TO UNDERSIDE OF PURLIN—\
22ga CS-1 EA. END OF PART. WALL
FASTEN TO PIER TOP, BOTTOM AND
MIDDLE PLATE W/ #12 TEKS FASTENER
#T1 A OR USE 1" SHOT PINS 24" O.C.
FOR CMU OR TILT WALLS
•
!
o
o
•
ZEE
SEE
SIZE
BEAM
PLANS FOR
AND LOCATION
00
•
loo
olo
0•
el
•
I
•
PIER
L
\—CS1
EE
MULLIO
I
W/O CLIP
COLUMN
PIE
\---CS1 W/O CLIP
\--CS1
EE
W/O CLIP
COLUMN
PIE
�L--
ZEE
\---CS1
EE
W/0 CLIP
LC�
COLUMN
\
�—CS1
•
W/ CLIP
o •
PARTITION PANELING
GAUGE PER CONTRACTo
_
J
Li
J
W
J
Uj
JLn
•
•
z
a
z
a
z
a
z
a
CL
a
n.
CL
o
o
_
CS-1 s THIS SIDE OF COLUMN
I-lo
# 12 x 3/4 TEKS AT 20" O.C.
SAME HEIGHT OF CEE COLUMN
•
•
(COVER EXPOSED PORTION OF SCREWS
W/ PLASTIC CAPS TO 6' A.F.F.)
�--CS1 W/O CLIP
W/ CLIFES1 W/O CLIP,—
FASTENER #T1A
/
�S1
ZEE \
1-11
APPLY SCREW FROM OTHER
•
SIDE OF PARTITION
U—PANEL
U—PANEL
EE
COLUMN
S1 W/O CLIP
EE
COLUMN
EE
COLUMN
ATTACH
PANEL TO
CEE COLUMN
•
W/ #12
TEK AT 6"
O.C. VERTICALLY
(EVERY
CORRUGATION)
FASTENER #T1A
_
Ln
J
w
z
a
•
(L
---US1 W/ CLIP
CS1 W/O CLI{�
ZEE \
• •
ROOF
PANELS [SEE PLAN]
EE
COLUMN
EE
COLUMN
EE
COLUMN
ol
ZEE BEAM PER
PLAN
FASTEN PANEL TO CS-1 W/ #12 TEKS AT
--
-
-
—
6" O.C. (EVERY CORRUGATION—TYP.)
Ln
FASTENER #T1A
14 X 1 TEK [2] PER
CLIP
1X12X26ga GALVALUME PARTITION ANGLE
USED TO EXTEND PARTITION
S1
W/0 CLIP
S1 W/0 CLIP
S1
W/0 CLIP
S1
W/0 CLIP
PANEL TO UNDER SIDE OF ROOF PURLIN
MAY NOT APPLY TO LOWER FLOORS
OF MULTI —STORY
z
a
12 X 3/4 TEK ®
6" O.C. VERTICALLY
PIER
MULLIO
PIER
PIER
PARTITION LAP
w
FASTENER #T1A
a
z
U—PANEL GUAGE PER CONTRACT
0
t
U
w
w
U
NOTE:
THE PARTITION PANEL SHOULD BE
INSTALLED WITH THE PURLIN BEARING
LEG UPWARD.
12ga BASE
3-3/4" X 1 /2" ANCHOR BOLT
ANGLE CLIP
a' °
G'
° ° °
•
° °
° e.d
a .
d
•
PARTITION WALL DETAIL
rf'
GENERIC FRAMING
FOR PARTITIONS
— 3
U"
PARTITION PANELING — TYPE 99
�D— 3
WITH
CROSS PARTITIONS (N. T. S. )
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS LYNNf
No. 265
S00
T
RIO•
�....goo N
v
AL E� 11 `
I APID
BUILQiN6 SOLUTIONS
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. Com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
1 /8"=1 '—Oft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D-3
FIELD NOTCH PARTITIONS ON INSULATED WALLS
RUNNING PERPENDICULAR TO PURLINS
0
STITCH PARTITIONS TOGETHER 20" O.C.
INTERIOR INSULATED WALL
RUNNING PERPENDICULAR TO PURLINS
T /-,% G`
TYP CONNECTION FOR KICKERS
1 X 1 AN,
3 3/8" RAKE SUPP
RAKE TRIM
6" TOP LEG
FASTENER # TX4
W/ SEALING WAS
FOAM CLOSUR
R-5 RIGID INS.
VERTICAL PANEL
A Z ion► onnC- t-1 IM
'8" THERMAL SPACER
6" INSULATION
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS
�'\GENSF % kp
No.QP265
;-v ST
p.0. Q*29
.. R1O .•
NA SI. ECG
BU I Lbt�SflL � IONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
77�
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=19 —0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
INSULATED WALL FRAMING
INSULATED EXTERIOR WALL FRAMING
RBS-D-4
BEND END OF ROOF PANELS DOWN USING
TOOL PROVIDED BY THE METAL BUILDING COMPANY
SEE ENLARGED VIEW BELOW
GUTTER STRAP
AT 4' O.C.(SUNBELT) 3"
AT 2' O.C.(SNOWBELT)
14x 7/8" ULTIMATE LAP TEK \
W/ SEALING WASHER
GUTTER I
t
140/8" LAP TEK ULT.
W/ SEALING WASHER AT 12" O/C
18ga OR 16ga HEADER
(15" HEADER SHOWN)
1/4-14X 1" TEK 3 WHEN HEADER---'
IS OVER 18" 7/8-
3-3/4" X 1 /2" ANCHOR BOLT
END LAPS— FOLLOW INSTALLATION PROCEDURES
- 14x 7/8" ULTIMATE LAP TEK AS LISTED IN ROOF SECTION.
—METAL INSIDE CLOSURE
— 1/4-14 x 1 1/4" ULTIMATE LAP TEK
1/4"-14 X 1 1/4" ULTIMATE TEK
TRI BEAD TAPE SEALER
FULL LENGTH OF EAVE OVER W/ SEALING WASHER
AND UNDER I/S CLOSURE (8 PER ENDLAP_)_
12—�4" TEK TRI BEAD SEALANT
(2 PE INSIDE CLOSURE) OVER KNIFE EDGE
12-3/4" TEK FOR RETAINER ANGLE 3" STANDING
BEHIND THE�C,gL�OESZUpR�E� AND SEAM ROOF PANELS
` PLACED ATROOF INSULATION E^- 7" BACKUP PLATE
TRI BEAD TAPE SEALER
\ LOCATED OVER PRE PUNCHED HOLES
' RETAINER ANGLE ROOF CLIP
/ (1) 1/2"DIAx 1" BOLTS 1/4"-14x1" TEK
— (PIER TOP PLATE) #B.5-1
FLAT WASHER ZEE BEAM (AS ROD. SEE PLAN)
INSIDE OF PIER ONLY
3" STANDING SEAM ROOF PANELS
(3) 1/2"DIAx 1" BOLTS GAUGE AND COLOR AS SPECIFIED
BOLTS AT HEADER TO PIER IN CONTRACT
FLAT WASHER BOTH
SIDES OF CONNECTION
#B.5-1
iFTAII
ROOF LOW SIDE EAVE, PIER & HEADER
FOR NON —CLIMATE CONTROL BUILDINGS ONLY
9,
NOTE: APPLY TRI BEAD TAPE SEALANT
OVER KNIFE EDGE OF MALE SEAM OF
U—DEK PRIOR TO ASSEMBLING OF
U—DEK WITH FEMALE PORTION OF SEAM
TRI BEAD TAPE SEALER
TRI BEAD TAPE SEALER OVER AND UNDER U DEK TO HEADER FASTENER #12 X 8 PER ROOF SHEET
UNDER GUTTER STRAP METAL INSIDE CLOSURE
EVERY 4' (UNDER MASON DIXON LINE)
EVERY 2' (ABOVE MASON DIXON LINE)
_3" STANDING
SEAM ROOF PANELS
BEND DOWN —
ROOF SHEET
WITH TOOL
GUTTER
STITCH SCREW 2' O/C J - ` ROOF INS. PER CONTRACT
INSULATION RETAINING ANGLE
1 1 2-DIAX 1" BOLTS B.5-1
(PIER TOP PLATE)
FLAT WASHER
INSIDE OF PIER ONLY
(3) 1 /2-DIAX 1- BOLTS #B.5-1
BOLTS AT HEADER TO PIER
FLAT WASHER BOTH
7/8" PIER SIDES OF CONNECTION
18ga OR 16ga HEADER J T
1 /4-14 X 7/8 U LTI MATE LAP
TEK W/SEALING WASHER
1" TO EACH SIDE OF ROOF SEAM AND
OVER MINOR RIBS
TRI BEAD
TAPE SEALER
/
1/4-14x 1 1 /4" U LTI MATE TEK
HIGH SIDE TRIM -� 1
140/8 LAP TEK
(PAINTED)
26ga VERTICAL PBR PANEL
SCREW TO COLUMN 12"
O/C W 12 X 1 TEK (PAINTED)
4" X 2" X 16ga GALV. BOTTOM 1
FOAM CLOSURE
BASE 1
SEE BELOW FOR ENLARGED VIEW
METAL OUTSIDE CLOSURE
\ 3" STANDING SEAM ROOF PANELS COLOR AND
�, GAUGE AS SPECIFIED IN CONTRACT
ROOF INSULATION PER CONTRACT
/i APPLY DOUBLEFACE TAPE
4x2x14 GA. TOP TRACK
I I
I I
I I
I I
I I CEE COLUMN
t" X 1 /2" ANCHOR BOLT
X 16ga GALV. BOTTOM TRACK
HOR CEE COLUMN TO
ICK W/ (1) 12x 3/4" TEK
2 l ROOF AT HIGH SIDE EAVE, VERTICAL PANELED WALL
—5) FOR NON —CLIMATE CONTROL BUILDINGS ONLY
cTIT/,u cr�orul e" n In
OUTSIDE METAL CLO
W/ TRI BEAD TAPE
TRI BEAD TAPE SEALER
HIGHSIDE TRIM
STITCH SCREW
FOAM C
kM ROOF
,OF INSULATION
1 X 1 ANGLE
TRI BEAD
TAPE SEALER
SEE BELOW FOR ENLARGED VIEW
RAKE SUPPORT N
RAKE TRIM
14x7/8 LAP TEK —/
PAINTED
26ga VERTICAL PBR PANEL
SCREW TO COLUMN 12"
O/C W 12 X 1 TEK (PAINTED)
4" X 2" X 16ga GALV. BOTTOM TRACK
FOAM CLOSURE
1 /4-14X1 1 /4" ULTIMATE TEK 9" O/C
W/ SEALING WASHER
1 /4"-14x 1-1 /4"
SHOULDER TEK FASTENER #T5
AT PURLIN
F(� 3" STANDING
1 SEAM ROOF PANELS
ZEE BEAM PER PLANS
CEE COLUMN AT 5' O/C AT ENDWALLS
3-3/4" X 1 /2" ANCHOR BOLT
3 1 END WALL W/ ROOF PANEL, ON MODULE
—5) FOR NON —CLIMATE CONTROL BUILDINGS ONLY
I KI
RAKE St
RAKE TRIM
STITCH
ANCHOR CEE COLUMN TO
TRACK W/ (1) 12x 3/4" TEK
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AN
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
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BUILbtAfG SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildings olutions . c om
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
ROOF L O W SIDE EAVE, PIER & HEADER
FOR NON —CLIMATE CONTROL BUILDINGS ONLY
rj ROOF AT HIGH SIDE EAVE, VERTICAL PANELED WALL
—5) FOR NON —CLIMATE CONTROL BUILDINGS ONLY
6 1 END BALL W/ ROOF PANEL, ON MODULE
—5) FOR NON —CLIMATE CONTROL BUILDINGS ONLY
RBS-D-5
6" 6" 6"
INSIDE METAL CLOSURE
(2) # 2 S.D. w/0 WASH @ IM
OUTSIDE CORNER
TRIM
STEEL
LINE
(2) #14 s.D. w/ wasH
GIRT,
HEADER OR
#12 S.D. W/WASH (COLOR OF PANEL)A
(6) #12 S.D. W/ WASH,,,
"PBU" PANEL
JAMB
z
STRUCTURAL SCREWS @ EAVE STRUT, RAKE
2,_0„
Q
ANGLE, BASE ANGLE OR BASE CHANNEL
STEEL LINE
SECTION "A" LOWSIDE EAVE ATTACHMENT
STEEL LINE
m
COVER TRIM
TR I BEAD TAPE SEALER
.,
#14 S.D. W/ WASH (4 SCREWS PER PANEL)
w
J -TRIM
HIGH EAVE TRIM
z
(2) # 14 S.D. W/ WASH
(6) #12 S.D. W/0 WASH
-�
STE L
LINE
w
SECTION "A"
#12 S.D. W/WASH (COLOR OF PANEL)
JAMB OR HEADER
STRUCTURAL SCREWS @ INTERMEDIATE
2'-019
SILL TRIM
GIRTS AND/OR DOOR HEADERS
SECTION "A"
STEEL LINE
HIGHSIDE EAVE ATTACHMENT
STEEL
LINE
#14
S.D. W/WASH (COLOR OF PANEL)
SILL DETAIL
SIDELAP STITCH SCREWS @ 20 O.C.
PBU STANDARD DETAIL
2
PBU PANEL ATTACHMENT DETAILS
3 L 0 W AND HIGH EAVE R 0 OF ATTACHMENT
D-6
INSTALLATION PROCEDURE
(1) SLIDE GUTTERS INTO G.E.B. ON BOTH SIDES
AND ATTACH TO ROOF SHEETS PER INSTALLATION
PROCEDURES.
(2) PLACE A GUTTER STRAP AS CLOSE TO EACH SIDE
OF THE G.E.B. AS POSSIBLE.
(3) DO NOT RIVIT OR SCREW THE G.E.B. TO THE GUTTERS
THEY MUST BE ALLOWED TO MOVE FOR EXPANSION.
SHEETLEDGE FASTENER #12A TOP & BOTTOM CHANNEL
TO CEE COLUMN
(4) NOTE THAT THE DOWNSPOUTS ATTACHED TO THE G.E.B.
1
1 /2" SHEETLEDGE
4C18
TRIM
7L
EXPANSION BOX
4C18 SCREW 4" COLUMNS TOGETHER 2'-0"
O.C.
FASTENER #12A
4" GALVANIZED BASE TRACK
U
—PANEL
SHEETLEDGE
FRAMING
DRAWING IS AT
TRIM
GROUND
LEVEL — N.T.S.
# 12 X 3/4 TEK
4"
GALVANIZED BASE TRACK
AT 2'—O" O/C
FASTEEW NER" COALUMN TO CORNER PIER
2'-0" O.C.
FL-1 1 O/S CORNER
4C16 JAMB TRIM —INSTALL BEFORE R—PANEL.
NOTE: TRI BAND SEALANT TAPE
S I D EWALL FRAMING
BETWEEN JAMB TRIM AND CORNER PIER
1 1 1 /4"
FRAINLIP
le
J
1 1 /2" SHEETLEDGE
U—PANEL
CORNER PIER
K_4 WALL FRAMING VERTICAL
EXTERIOR
U—PANEL
5
PIER AND HEADER SIDE WALL TO PANELED END
6 GUTTER EXPANSION BOX INSTALLATION DETAIL
D — 6 INTERIOR U—PANEL
D — 6
WALL do REAR SIDE WALL
D — 6 FOR NON —CLIMATE CONTROL BUILDINGS ONLY
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS
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80 ILDiWG 50LUTtONS
3 S 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '—Off
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D-6
..A.. "B"
0 0 0
0 0 0
PURLIN (PER PLAN) PURLIN (PER PLAN)
(6) #12 S.D. EA LEG
PURLIN SUPPORT CLIP
TRI BEAD LES INSTALL FLUSH WITH
(L-2x2x1oGA) LTJ
SEALANT TAPE BACK OF THE TOP TRACK
PURLIN SUPPORT (PER PLAN) PURLIN SUPPORT (PER
PLAN)
MASTIC
STUD (PER PLAN)
Ldij6mr—
SET 1" AWAY
MASTIC
FROM FACE O TRI BEAD
OF BUILDING
PURLIN SUPPORT SPLICE PURLIN SUPPORT / PURLIN
SET 1" AWAY LES
SEALANT TAPE
FROM FACE # 12x14x3 4
2 X 4 TRIM ANGLE
OF BUILDING 2' O/C
HEADER
SECTION "A" SECTION "B"
PIER
PURLIN SUPPORT (PER PLAN)
1 1 /2"
STUD PURLIN (PER PLAN)
(PER PLAN) (6) #12 S.D. EA LEG
PURLIN SUPPORT CLIP
(L-2x2x10GA)
PURLIN SUPPORT (PER
PLAN)
PURLIN SUPPORT (PER PLAN)
SECTION — L 0 W EA VE AT FRAMED PERIMETER WALL
2 TYP HEADER CONNECTION ® TOP FLOOR
— 7�D—
3 SECTION — L 0 W EA VE FOR PIER AND HEADER
7
�D— 7 FOR CLIMATE CONTROLLED BUILDING
H ETS
3" X 7" ANGLE - A73416
WFI
3" X 7" ANGLE A73416
HSWF
HW3121
THERMAL SPACER
INSULATION RETAINER IR
ZEE PURLIN
ES4
4 SECTION — HI GHSIDE TRANSITION
5 SECTION — SIDE TRANSITION
6 SECTION — HI GHSIDE EA VE
— 7 FOR CLIMATE CONTROLLED BUILDING
— 7 FOR CLIMATE CONTROLLED BUILDING
— 7 FOR CLIMATE CONTROLLED BUILDING
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS `�rrr�riirrrri,r
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RAPID
BUI LbiM(S SOLUTIONS
3 S 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D-7
3 HOUR FIRE SEPERATION WALL W/16GA
STUDS ON GRID (SEE PLANS)
TS324 MECH. SEAMED ROOF
LOW EAVE TRIM
OVERFLOW
STANDING SEAM
ROOF PANEL
HOLES
MEDALLION-LOK
MDLZC ICE WATER SHIELD
z
5/8" PLYWOOD BY GC
GUTTER
BY GCF-301
(PROFILE MAY VARY)
o
ROOF TO WALL FLASHIN
END DAMS W/TAPE SEAL
LIGHT GAUGE FRAMINGIF
MDED
2x4 ANGLE 2x4 ANGLE
TA3 315 = r7 TA3 315 PBU PANEL
REVERSED ROLLED
-
o - o
0 0
0 0
0 0
- ----- --
i
I
ROOF PURLIN
t
CMU (BY OTHERS)
TOP & BOTTOM
PBU PANEL
i
16GA STUDS 60" O.C. PER
PLANS
TS324 MECH. SEAMED ROOF
3I-O„ 2'-6"
•
.�: .
SEE PLANS FOR
EXTERIOR FINISH
:.°
71
4 #12 S.D. W/O WASH PER STUD
EAVE STRUT (PER PLAN)
'
i
TOP TRIM FLASHING (AS REQ'D)
•
PARTITION LINER PANEL
3HR CMU FIRE WALL
FRAMING
2 T YP FRAMING 0 ROOF STEP
3
T YP FRAMING @ OVER HANG
_g
Q7J8
_g
TS324 MECH. SEAMED ROOF
LOW EAVE TRIM
OVERFLOW
HOLES
GUTTER
(PROFILE MAY VARY)
4Zx2.5x16GA ZEE PURLIN
C
4Cx2.5x16GA ZEE PURLIN 4Cx2.5x16GA CEE STUD
4Cx2.5x16GA CEE STUD
-----------------------------
-- ----"AllTOP
ROOF TO WALL FLASHING
END DAMS W/TAPE SEAL
& BOTTOM
----------------------------------
-- ----
STANDING SEAM
----------------------------------o o ----------------------------
0 0
---------------------------------------------------------------
W-BEAM
6Cx2.5x12GA CEE HEADER
ZEE PURLN
STUD
6Cx2.5x12GA CEE HEADER
EAVE STRUT (PER PLAN)
SECTION "A"
4 STEP FRAMING @ BUILT UP
WALL
5
FRAMING @ STEP w/W--BEAM
D-8
—8
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
j zabik@ztengineering.com
P-1294
SEALS
LYN/��
No. Qn265IL
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3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. Com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBSmD-8
UTTER OOF
------------- --
A3716 LINER PANEL
W P
RTA FP E ANGLE ANGLE NGLE
\\'ASGI1433THERMAL SPACER
END WALL PARAPET @ TURNED ROOF
PARAPET OUTLINE
--------------------------------------------------------------------------------------------------------------------------------------------------------------------
(BEYOND)
CROSS ROOF
RTA
LOWER ROOF
r---------------------- 1--------
i
i
i
i
i
�-------------------------------
RTA
--LOWER ROOF
----------------------------------------------
MAIN ZEE PURLIN----------------------------------------------
'I
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS
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RAPID
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
1 /8"=1 ' - 0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
T YP FRAMING FOR WATER DIVER TER
RBS-D-9
GUTTER
RTA
LOWER ROOF
------ 1------------------
T YP FRAMING FOR DIVER TER ROOF
@ ROOF STEP
ROOF
STEP @ ROOF w/GUTTER
,(BEYOND),
CROSS ROOF
RTA
LOWER ROOF
MAIN ZEE PURLIN
i
i
_J
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS 0%11111111 f�
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '-010
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-D- 10
/-%CAICElAI
1. PROVIDE CONSTRUCTION CONFORMING TO THE 2017 FLORIDA BUILDING CODE (SIXTH
EDITION). REFERENCE TO OTHER STANDARDS, SPECIFICATIONS, OR CODES MEANS THE
LATEST STANDARD OR CODE PUBLISHED AND ADOPTED.
2. THESE NOTES APPLY EXCEPT WHERE OTHERWISE INDICATED BY DRAWINGS OR
SPECIFICATIONS.
3. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY.
SUBMITTED SHOP DRAWINGS DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED
STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED ON THE
DRAWINGS.
4. COORDINATE THE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL,
MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND ALL OTHER CONSULTANTS. NOTIFY THE
ARCHITECT AND STRUCTURAL ENGINEER OF RECORD IN WRITING OF ANY CONFLICT AND/OR
OMISSION.
5. COORDINATE AND VERIFY FLOOR AND ROOF OPENING SIZES AND LOCATIONS SHOWN WITH
ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. FOR ADDITIONAL
OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS REFER TO THE ARCHITECTURAL
AND MECHANICAL DRAWINGS. OBTAIN WRITTEN APPROVAL OF ADDITIONAL OPENINGS
LARGER THAN 12" X 12" FROM THE STRUCTURAL ENGINEER OF RECORD.
6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF
ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, AND ALL OTHER MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.
7. COORDINATE THE BUILDING ORIENTATION WITH THE ARCHITECTURAL DRAWINGS.
8. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT
DESIGNED BY THE DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT
CONSTRUCTION DOCUMENTS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL
ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED AND SHALL BE MADE AVAILABLE
AT THE JOB SITE.
FOUNDATION:
1. THE DESIGN OF FOUNDATIONS, RETAINING WALLS, AND SLABS -ON -GRADE IS BASED ON THE
FOLLOWING CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT BY UNIVERSAL
ENGINEERING SCIENCES, DATED OCTOBER 29, 2018, REVISED NOVEMBER 8, 2018, PROJECT
NUMBER 0830.1800145.
ALLOWABLE SOIL BEARING PRESSURE: 3000 PSF
COEFFICIENT OF SLIDING FRICTION: 0.40
Ka (COEFFICIENT OF ACTIVE PRESSURE): 0.33
K9 (COEFFICIENT OF PASSIVE PRESSURE): 3.00
Ko (COEFFICIENT OF AT REST PRESSURE): 0.50
A GEOTECHNICAL REPORT WITH RECOMMENDED DESIGN CRITERIA MUST BE PROVIDED
PRIOR TO THE START OF CONSTRUCTION.
AFTER EXCAVATION, IF THE CONDITION OF THE SOILS DO NOT MEET THE RECOMMENDED
DESIGN CRITERIA STATED IN THE GEOTECHNICAL REPORT, NOTIFY THE ARCHITECT AND
STRUCTURAL ENGINEER OF RECORD SO THAT THE FOUNDATIONS MAY BE REDESIGNED IF
NECESSARY.
2. THE GEOTECHNICAL ENGINEER MUST VERIFY THE CONDITION AND/OR ADEQUACY OF ALL
SUB -GRADES, FILLS, AND BACKFILLS PRIOR TO THE PLACEMENT OF FOUNDATIONS,
FOOTINGS, SLABS, WALLS, ETC.
3. LOCATE TOP OF EXTERIOR FOOTING ELEVATIONS 1'-6" BELOW FINISHED FLOOR, BUT NOT
LESS THAN 1'-6" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE.
4. LOCATE TOP OF INTERIOR FOOTING ELEVATIONS 1'-O" BELOW FINISHED FLOOR, UNLESS
NOTED OTHERWISE.
5. BACK FILLING WALLS:
A. DEPOSIT BACKFILL AGAINST WALLS EVENLY AGAINST BOTH SIDES OF WALL UNTIL THE
LOWER FINAL GRADE IS REACHED.
B. DO NOT PLACE BACKFILL AGAINST WALLS DEPENDENT UPON TOP AND BOTTOM
CONCRETE SLABS FOR SUPPORT UNTIL THE CONCRETE SLABS HAVE ATTAINED 65%
OF THEIR DESIGN 28 DAY COMPRESSION STRENGTH.
C. SHORE AND BRACE WALLS SHOWN MONOLITHIC WITH A SLAB -ON -GRADE AT THE TOP
OF THE WALL DURING BACKFILLING OPERATIONS.
6. CONSTRUCT COLUMN FOOTINGS AND WALL FOOTINGS MONOLITHICALLY WITH TOPS OF
ADJACENT FOOTINGS AT THE SAME ELEVATION.
7. FILLS:
A. REMOVE ALL ORGANIC SOILS AND REPLACE WITH CLEAN STRUCTURAL FILL AT THE
DIRECTION OF THE GEOTECHNICAL ENGINEER.
B. PLACE FILL SOILS IN 6" MAXIMUM (LOOSE) LIFTS AT MOISTURE CONTENTS AS
DESCRIBED
IN THE GEOTECHNICAL REPORT.
C. COMPACT ALL FILL WITHIN 10'-0" OF THE BUILDING LIMIT TO 98% STANDARD PROCTOR.
D. TEST FIELD DENSITY AS DESCRIBED IN THE GEOTECHNICAL REPORT TO VERIFY
ADEQUATE COMPACTION AND DESIGN BEARING PRESSURE.
8. SIDES OF FOUNDATIONS MUST BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.
FOUNDATIONS PLACED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS:
SLOPE SIDES OF EXCAVATIONS AS APPROVED BY THE GEOTECHNICAL ENGINEER AND
CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT.
9. WHERE FOOTING STEPS ARE NECESSARY, SLOPE NO STEEPER THAN ONE VERTICAL TO
TWO HORIZONTAL.
REINFORCED CONCRETE:
1. PROVIDE REINFORCED CONCRETE CONFORMING TO THE FOLLOWING STANDARDS:
ACI 301-10, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
ACI 318-14, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
ACI 302.1 R-04, GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.
ACI 360R-10, DESIGN OF SLABS -ON -GROUND.
2. FULLY DOCUMENT AND SUBMIT FOR REVIEW THE PROPOSED MATERIALS AND MIX DESIGN
FOR ALL CONCRETE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE REQUIRED
DESIGN STRENGTH. ALL CONCRETE TEST DATA MUST BE AVAILABLE AT THE JOB SITE.
3. DETAIL CONCRETE REINFORCEMENT ACCORDING TO ACI SP-66 DETAILING MANUAL. SUBMIT
SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS
FOR PLACING CONCRETE REINFORCING AND ACCESSORIES. DO NOT BEGIN FABRICATION
UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED BY THE STRUCTURAL ENGINEER
OF RECORD. UNLESS SPECIFICALLY APPROVED OTHERWISE, DETAIL ALL CONCRETE WALLS
AND BEAMS IN ELEVATION.
4. PROVIDE NORMAL WEIGHT CONCRETE WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
5. PROVIDE CONCRETE WITH:
A. 4% TO 6% ENTRAINED AIR BY VOLUME IN CONCRETE PERMANENTLY EXPOSED TO
WEATHER.
B. THE USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS NOT
PERMITTED.
C. PLACE CONCRETE AT A SLUMP OF 5" t 1" UNLESS NOTED OTHERWISE.
6. CONSTRUCT CONCRETE WALLS MONOLITHICALLY WITH ADJOINING COLUMNS UNLESS
SPECIFICALLY NOTED OTHERWISE. INSTALL CONCRETE FOR SUCH WALLS THAT IS THE SAME
TYPE AND STRENGTH AS SPECIFIED FOR COLUMNS.
7. UNLESS NOTED OTHERWISE, PROVIDE REINFORCING STEEL CONFORMING TO ASTM A 615,
GRADE 60.
8. PROVIDE WELDED WIRE REINFORCMENT (W.W.R.) IN FLAT SHEETS (ROLLS NOT PERMITTED)
CONFORMING TO ASTM A 1064. LAP WELDED WIRE REINFORCEMENT A MINIMUM OF 6" AT
EACH SPLICE. PLACE WELDED WIRE REINFORCEMENT 1 Y" BELOW THE TOP OF
SLABS -ON -GRADE.
9. FIBER REINFORCING MAY BE SUBSTITUTED FOR WELDED WIRE REINFORCMENT (W.W.R.) IN
SLABS -ON -GRADE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.
PROVIDE FIBER REINFORCING CONFORMING TO ASTM A 820, TYPE I AT 25 PCY DOSAGE.
10. WATERSTOPS:
A. PROVIDE AN ACTIVE SODIUM BENTONITE WATERSTOP IN ALL BELOW GRADE
CONCRETE CONSTRUCTION JOINTS THAT IS MANUFACTURED SPECIFICALLY FOR THIS
PURPOSE.
B. INSTALL THE WATERSTOP MATERIAL IN STRICT CONFORMANCE WITH THE
MANUFACTURER'S WRITTEN OR PUBLISHED INSTRUCTIONS.
C. IF AN ADHESIVE IS REQUIRED TO FIX THE WATERSTOP MATERIAL TO THE CONCRETE
SUBSTRATE ONLY USE MATERIAL THAT CONFORMS TO THE REQUIREMENTS OF THE
WATERSTOP MANUFACTURER.
11. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING CONCRETE COVER ON ALL
REINFORCING STEEL:
CONCRETE COVER
CONCRETE AGAINST EARTH (NOT FORMED): 3"
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 THROUGH #18 BARS: 2"
#5 BARS AND SMALLER: 1 Y"
FORMED CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLABS: %11
12. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE REINFORCING
BARS ONLY AS SHOWN OR APPROVED. STAGGER SPLICES WHERE POSSIBLE. USE
CLASS "B" TENSION SPLICES UNLESS NOTED OTHERWISE INCLUDING DOWELS.
13. DO NOT LAP MORE THAN 50 PERCENT OF HORIZONTAL WALL REINFORCING IN A SINGLE
VERTICAL PLANE.
14. TIE ALL REINFORCING STEEL AND EMBEDDED ITEMS SECURELY IN PLACE PRIOR TO PLACING
CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF THE
REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES.
15. "STICKING" DOWELS, ANCHOR RODS, OR OTHER EMBEDDED ITEMS INTO WET CONCRETE IS
NOT PERMITTED.
16. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF ALL FOOTINGS AND
WALLS.
17. CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF %".
18. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS IN SLABS ON GRADE SO THAT THE
MAXIMUM AREA OF SLAB BETWEEN JOINTS IS NO MORE THAN 400 SQUARE FEET AND THE
LENGTH BETWEEN CONTROL JOINTS IS NO MORE THAN 1 Y4 TIMES THE WIDTH BETWEEN
CONTRACTION JOINTS.
19. CONTRACTION OR CONSTRUCTION JOINTS: PROVIDE JOINTS UTILIZING THE DRY CUT
(SOFF-CUT) METHOD.
A. INITIATE SAW CUTTING AS SOON AS THE SLAB WILL SUPPORT THE WEIGHT OF THE SAW
AND OPERATOR WITHOUT CHIPPING, SPALLING, TEARING OR DISTURBING FINAL FINISH
(NORMALLY WITHIN 2 HOURS AFTER FINAL FINISHING AT EACH CONTROL JOINT
LOCATION).
a. SAW: PROVIDE A HUSQVARNA SOFF-CUT 150 SAW OR APPROVED EQUAL.
b. SPACING: PROVIDE JOINTS AT SPACING SHOWN ON PLAN.
c. DEPTH: PROVIDE JOINTS AT DEPTH SHOWN ON PLAN.
d. SAW CUT JOINTS IN A NEAT, VERTICAL STRAIGHT LINE.
e. SAW CUT JOINTS TO BEY" WIDTH.
B. THE SAW OPERATION SHALL BE CARRIED ON AS REQUIRED DURING BOTH DAY AND
NIGHT REGARDLESS OF CONDITIONS.
C. SAW JOINTS AT THE REQUIRED SPACING CONSECUTIVELY IN THE SEQUENCE OF THE
CONCRETE PLACEMENT.
a. A CHALK LINE FOR MARKING JOINT LOCATION SHALL NOT VARY MORE THAN A" FROM
THE TRUE JOINT ALIGNMENT.
b. PROTECT ALL JOINT INTERSECTIONS WITH "SOFF-CUT JOINT PROTECTOR, METEGER /
MCGUIRE SPAL-PRO ROD" OR EQUAL.
D. WORKMEN AND INSPECTOR SHALL WEAR CLEAN, RUBBER -SOLED FOOTWEAR, AND THE
NUMBER OF PERSONS WALKING ON THE SLAB SHALL BE LIMITED TO THOSE ACTUALLY
PERFORMING THE SAWING OPERATION.
E. INITIAL JOINT CUTTING PROCEDURE:
a. ATTEMPT A 5 FOOT LONG CUT AND EVALUATE IT FOR REVELING OR SPALLING
BEFORE CUTTING ENTIRE SECTION.
b. WHEN FIBERS ARE PULLED UP, DELAY THE CUTTING AND REPEAT THE ABOVE
PROCEDURE UNTIL THE CUT REVEALS FIBERS.
F. IMMEDIATELY AFTER THE JOINT IS SAWED, THE SAW CUT AND ADJACENT CONCRETE
SURFACE SHALL BE THOROUGHLY CLEANED BY LIGHT SWEEP WITH A SOFT BROOM OR
DRY VACUUM. ANY MEMBRANE -CURED SURFACE DAMAGED DURING SAWING
OPERATIONS SHALL BE RE -SPRAYED.
G. PROVIDE THE NUMBER OF SAWING UNITS EQUIPMENT POWER TO COMPLETE THE
SAWING AT THE REQUIRED TIME.
a. HAVE AN AMPLE SUPPLY OF BLADES AND ANTI -RAVELING SKID
PLATES SHALL BE AVAILABLE ON THE JOB BEFORE CONCRETE
PLACEMENT IS STARTED.
b. PROVIDE AT LEAST ONE STANDBY SAWING UNIT IN GOOD WORKING
ORDER AT THE JOBSITE AT ALL TIMES DURING THE SAWING
OPERATION.
c. REPLACE SAW BLADES AND ANTI -RAVELING SKID PLATES AS REQUIRED BY THE SAW
MANUFACTURER.
20. THE LOCATION OF CONSTRUCTION JOINTS REQUIRES THE APPROVAL OF THE STRUCTURAL
ENGINEER OF RECORD.
a. UNLESS NOTED OTHERWISE, THOROUGHLY ROUGHEN (BY MECHANICAL MEANS) AND
CLEAN CONSTRUCTION JOINTS.
b. APPLY SLUSH COAT AS SPECIFIED.
21. ALL CONDUIT, SLEEVES AND PIPES EMBEDDED IN CONCRETE MUST CONFORM TO SECTION
20.7 OF ACI 318 AND THE FOLLOWING UNLESS NOTED OTHERWISE:
A. SLEEVES AND PIPES MUST BE PLACED SO THAT REINFORCING STEEL CAN BE PLACED
B. WITH THE SPECIFIED COVER AND CLEAR DISTANCE BETWEEN BARS.
C. THE CONCRETE COVERING OF PIPE AND SLEEVES MUST NOT BE LESS THAN ONE INCH.
D. CLEAR DISTANCE BETWEEN SUCH PIPES AND SLEEVES MUST NOT BE LESS THAN ONE
E. AND ONE-HALF INCHES.
F. CONDUIT AND PIPES PLACED IN SLABS MUST NOT BE LARGER IN OUTSIDE DIAMETER
G. THAN ONE-THIRD THE THICKNESS OF SLAB.
H. DO NOT PLACE CONDUIT IN ELEVATED SLABS.
22. THE PLACEMENT OF ALL REINFORCING STEEL MUST BE REVIEWED BY A PROFESSIONAL
ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS TO BE CONSTRUCTED OR BY
A REPRESENTATIVE RESPONSIBLE TO HIM (REF. ACE 318, 26.13.1.2).
STRUCTURAL STEEL:
1. PROVIDE STRUCTURAL STEEL CONFORMING TO THE FOLLOWING STANDARDS:
A. AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION
B. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
C. AISC 303-10, CODE OF STANDARD PRACTICE FOR STRUCTURAL STEEL BUILDINGS AND
BRIDGES
D. AISC 326-09, DETAILING FOR STEEL CONSTRUCTION, 3RD EDITION
2. SHOP DRAWINGS:
A. SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC 326-09.
B. PROVIDE COMPLETE WELDING INFORMATION USING AWS SYMBOLS.
C. USE PREQUALIFIED WELDED JOINTS PER AISC AND AWS D1.1 "STRUCTURAL WELDING
CODE."
D. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED
BY THE STRUCTURAL ENGINEER OF RECORD.
3. UNLESS NOTED OTHERWISE PROVIDE STRUCTURAL STEEL CONFORMING TO:
A. WIDE FLANGE SHAPES: ASTM A992
B. CHANNELS, ANGLES AND PLATES: ASTM A36
C. HOLLOW STEEL SECTIONS (HSS): ASTM A500, GRADE B
D. ANCHOR RODS: ASTM F 1554, GRADE 36.
E. COMMON BOLTS: ASTM A307, GRADE A
4. BOLTED CONNECTIONS:
A. UNLESS NOTED OTHERWISE, MAKE ALL CONNECTIONS WITH 3/4" DIAMETER ASTM
A 325 BOLTS.
B. ASSEMBLE AND INSPECT BOLTED CONNECTIONS IN ACCORDANCE WITH RESEARCH
COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) "SPECIFICATION FOR JOINTS USING
HIGH STRENGTH BOLTS", 2014.
C. PROVIDE SNUG TIGHT JOINTS.
5. WELDED CONNECTIONS:
A. MAKE ALL WELDED CONNECTIONS IN ACCORDANCE WITH AWS D1.1-14 "STRUCTURAL
WELDING CODE", USING TYPE E70XX ELECTRODES.
B. EMPLOY ONLY CERTIFIED WELDERS.
C. MAINTAIN PROOF OF CERTIFICATION AT THE JOB SITE.
6. PROVIDE SPECIAL CONNECTIONS BETWEEN STEEL FRAMING COMPONENTS NOT DETAILED
BY THE STRUCTURAL ENGINEER OF RECORD DESIGNED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE WHERE THE PROJECT IS TO BE CONSTRUCTED INCLUDING BUT
NOT LIMITED TO BRACE END CONNECTIONS, MOMENT RESISTING CONNECTIONS, MODIFIED
BEAM SEAT CONNECTIONS, AND MEMBER SPLICE CONNECTIONS.
7. DO NOT USE GAS CUTTING TORCHES TO CORRECT FABRICATION ERRORS IN STRUCTURAL
STEEL FRAMING.
8. PROVIDE TEMPORARY BRACING FOR STRUCTURAL STEEL FRAMING UNTIL ALL PERMANENT
BRACING, MOMENT CONNECTIONS, AND FLOOR/ROOF DECKS (DIAPHRAGMS) ARE
COMPLETELY INSTALLED.
9. PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT
PAINT STEEL SURFACES TO BE ENCASED IN CONCRETE, SURFACES TO RECEIVE
FIREPROOFING, CONNECTIONS DESIGNATED AS FRICTION TYPE, SURFACES TO BE WELDED,
OR SURFACES RECEIVING WELDED STUDS OR DEFORMED BAR ANCHORS ("DBA'S") IN THE
FIELD.
COLD FORMED METAL FRAMING:
1. PROVIDE COLD -FORMED METAL FRAMING CONFORMING WITH THE FOLLOWING STANDARDS:
AISI S100-12 / S1.09 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED
STEEL STRUCTURAL MEMBERS.
2. PROVIDE CURTAIN WALL AND NON -LOAD BEARING WALL FRAMING INSTALLATION TO
ACCOMMODATE VERTICAL DISPLACEMENT OF THE PRIMARY STRUCTURE.
3. DESIGN SLIP TRACK USING THE GUIDELINES ESTABLISHED IN STEEL STUD
MANUFACTURER'S ASSOCIATION (SSMA) TECHNICAL NOTE NUMBER 3, PUBLISHED APRIL
2000.
4. PROVIDE STUDS, RUNNER TRACK, AND ASSOCIATED ACCESSORIES OF THE TYPE AND
THICKNESS INDICATED ON THE DRAWINGS.
5. PROVIDE STUDS, JOISTS, RUNNER TRACK, AND ACCESSORIES MANUFACTURED OF HOT DIP
GALVANIZED ASTM A 1003 STEEL WITH THE FOLLOWING YIELD STRENGTH:
33,000 PSI 43-MIL (18 GAGE) MEMBERS
50,000 PSI 54-MIL (16 GAGE), 68-MIL (14 GAGE), AND 97-MIL (12 GAGE) MEMBERS
6. SUBMIT SHOP DRAWINGS SHOWING THE SIZE OF ALL MEMBERS AND ALL CONNECTIONS
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS
TO BE CONSTRUCTED.
A. REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL ENGINEER OF RECORD IS FOR:
1. GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING
ARRANGEMENT AND SIZES OF MEMBERS.
2. THE DESIGNER'S INTERPRETATION OF THE DESIGN LOADS AND CONTRACT
DOCUMENT DETAILS.
7. MINIMUM CONNECTIONS (UNLESS NOTED OTHERWISE ON THE DRAWINGS):
A. STUD TO STUD CONNECTIONS: A MINIMUM OF TWO 10 - 16 SELF TAPPING SCREWS.
B. STUD TO TRACK CONNECTIONS: TWO 10 - 16 SELF TAPPING SCREWS.
C. TRACK ON CONCRETE SLAB: 0.157" 0 X 1 Y4"POWER ACTUATED FASTENERS AT V-6" ON
CENTER MAXIMUM AT NON-X-BRACE LOCATIONS. SPACING = 12" O.C. MAXIMUM AT
X-BRACE LOCATIONS.
D. MULTIPLE STUD JAMBS: #10 SCREWS AT 12" ON CENTER PENETRATING EACH
MEMBER.
E. STUD TO WALL SHEATHING: Y" X 1 %" BUGLE HEAD #6 SELF DRILLING SCREWS
AT 8" ON CENTER.
1. SEE ARCHITECTURAL DRAWINGS FOR EXACT SHEATHING TYPE.
F. STUD TO STRUCTURAL STEEL: AS SHOWN ON SECTIONS.
8. PROVIDE BRIDGING AND BRACING PER STUD MANUFACTURERS RECOMMENDATIONS.
9. REINFORCE EXTERIOR STUDS THAT ARE CUT TO INSTALL MECHANICAL OR ELECTRICAL
MATERIAL. SUBMIT REINFORCEMENT DETAIL FOR APPROVAL BEFORE PROCEEDING WITH
CONSTRUCTION.
10. ANY EXTERIOR BUILDING SINAGE PROVIDED BY THE OWNER IS TO HAVE THE SIGN FRAME
ATTACHED PER THE MANUFACTURER'S RECOMMENDATION TO EVERY COLD FORMED STEEL
WALL STUD THE SIGN FRAME CROSSES, BOTH TOP AND BOTTOM OF THE SIGN FRAME.
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS
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RAPID
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review ZL
RC
I lfi�
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 $-0't
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-F-0
11
2.
3.
4.
5.
6.
7.
8.
9.
10
11
12
13
14
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STRUCTURAL MASONRY:
PROVIDE STRUCTURAL MASONRY CONFORMING TO THE FOLLOWING STANDARDS:
A. ACI 530-13 / ASCE 5-13 / TMS 402-13, BUILDING CODE REQUIREMENTS FOR CONCRETE
MASONRY STRUCTURES.
B. ACI 530.1-13 / ASCE 6-13 / TMS 602-13, SPECIFICATIONS FOR CONCRETE MASONRY
STRUCTURES.
LOAD BEARING MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH CHAPTERS 1 AND 2
OF ACI 530.
PROVIDE HOLLOW, LOAD BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING TO
ASTM C 90 WITH A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (F'M) OF 1500 PSI AND A
NET STRENGTH OF 2000 PSI ON THE NET CROSS -SECTIONAL AREA OF CMU DETERMINED IN
ACCORDANCE WITH ASTM C 140.
PROVIDE BRICK MASONRY UNITS CONSTRUCTED OF CLAY OR SHALE CONFORMING TO ASTM
C 652.
PROVIDE MORTAR CONFORMING TO ASTM C 270, TYPE S. STANDARD MORTAR BED JOINT
THICKNESS IS 3/8" AND MUST NOT VARY OUTSIDE OF THE RANGE BETWEEN ONE QUARTER
INCH AND ONE HALF INCH. DO NOT USE AIR ENTRAINED MORTAR.
PROVIDE GROUT FOR REINFORCED MASONRY CONFORMING TO ASTM C 476 WITH MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI AND A MINIMUM SLUMP OF 10".
PROVIDE STEEL REINFORCEMENT IN MASONRY WALLS CONFORMING TO ASTM A615, GRADE
60.
PROVIDE MASONRY TIES AND ANCHORS OF THE TYPE AND SPACING AS DETAILED ON THE
STRUCTURAL DRAWINGS AND IN CONFORMANCE WITH ASTM A82.
PROVIDE LADDER TYPE HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A951 IN
ALL MASONRY WALLS. UNLESS NOTED OTHERWISE, PLACE 9 GAGE ZINC COATED LADDER
TYPE HORIZONTAL JOINT REINFORCING AT 16" ON CENTER. LAP HORIZONTAL JOINT
REINFORCING MINIMUM 12". USE PREFABRICATED'L'S AND'T'S AT CORNERS AND
INTERSECTIONS.
LAY ALL MASONRY UNITS IN RUNNING BOND.
FOR GROUTED WALLS:
A. THE MAXIMUM HEIGHT OF GROUT LIFTS MUST NOT EXCEED 64".
B. THE MAXIMUM UN -GROUTED HEIGHT OF CMU WALLS PRIOR TO GROUTING MUST NOT
EXCEED 64".
C. CONSOLIDATE AND RECONSOLIDATE GROUT IN ACCORDANCE WITH PARAGRAPH 3.5.E
OF ACI 530.1.
REINFORCEMENT:
A. DETAIL REINFORCEMENT IN LOAD BEARING CMU WALLS IN ELEVATION ON SHOP
DRAWINGS.
B. LAP VERTICAL MASONRY WALL REINFORCING AS SHOWN IN THE MASONRY LAP
LENGTH SCHEDULE AND PROVIDE MINIMUM BAR SPLICE LENGTH.
PROVIDE VERTICAL CONTROL JOINTS IN ALL MASONRY WALLS NOT RETAINING EARTH.
UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL DRAWINGS, PLACE VERTICAL
CONTROL JOINTS AT THREE TIMES THE WALL STORY HEIGHT, BUT NOT CLOSER
THAN 25'-0" ON CENTER OR FARTHER THAN 40'-0" ON CENTER.
UNLESS NOTED OTHERWISE, PROVIDE MINIMUM (1) #5 VERTICAL BAR, GROUTED FULL
STORY HEIGHT, AT EACH SIDE OF OPENINGS AND AT ALL CORNERS AND ENDS OF WALLS,
INCLUDING BOTH SIDES AT ENDS OF WALL PANELS AT VERTICAL CONTROL JOINTS.
UNLESS NOTED OTHERWISE, ANCHOR SIDES AND TOPS OF MASONRY WALL PANELS TO THE
STRUCTURE BY DOVETAIL ANCHORS, METAL STRAPS, OR EQUIVALENT.
PLACE CONNECTORS FOR MASONRY VENEERS AT NOT MORE THAN 16" ON CENTER
VERTICALLY OR 24" ON CENTER HORIZONTALLY.
PROVIDE A CONTINUOUS BOND BEAM AT THE TOP OF ALL MASONRY WALLS. UNLESS NOTED
OTHERWISE REINFORCE BOND BEAMS WITH (2) #4 CONTINUOUS REINFORCING BARS.
PROVIDE LEVEL B QUALITY ASSURANCE AS DESCRIBED IN TABLE 4 OF ACI 530.1-13 / ASCE
TMS 602-13.
SAMPLE AND TEST GROUT IN ACCORDANCE WITH ARTICLES 1.4 B AND 1.6 OF ACI 530.1-13 /
6-13 / TMS 602-13.
ASCE 6-13 /
POST -INSTALLED ANCHORS:
1. GENERAL
2
A. PRE -CONSTRUCTION DUTIES OF THE CONTRACTOR:
1. ARRANGE FOR AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE
INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED.
2. PROVIDE THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED
CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL
ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.
B. INSTALL POST -INSTALLED ANCHORS ONLY WHERE SPECIFIED ON THE CONSTRUCTION
DOCUMENTS.
C. OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING
POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE
ANCHORS.
D. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS
AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN
ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.
E. EXISTING REINFORCING BARS AND OTHER EMBEDDED MATERIAL CONTAINED IN THE
CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS.
1. CONTRACTOR REVIEW THE EXISTING STRUCTURAL DRAWINGS AND UNDERTAKE TO
LOCATE THE POSITION OF MATERIAL EMBEDDED IN THE CONCRETE AT THE
LOCATIONS OF THE DETAILED ANCHORS, BY HILTI FERROSCAN, GPR, X-RAY,
CHIPPING OR OTHER MEANS UNLESS IT IS NOTED ON THE DRAWINGS THAT THE BARS
CAN BE CUT.
F. DRILL AND CLEAN HOLES IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
INSTRUCTIONS.
G. SUBMIT SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED
BELOW TO THE ENGINEER -OF -RECORD PRIOR TO USE ALONG WITH:
1. PROVIDE CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED
PROFESSIONAL ENGINEER.
2. PROVIDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED PRODUCT IS
CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE
SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR
STANDARD(S) AS REQUIRED BY THE BUILDING CODE.
3. INCLUDE CONSIDERATION OF CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION
TEMPERATURE IN SUBSTITUTION REQUEST.
4. EVALUATION OF SUBSTITUTIONS WILL BE BASED ON THEIR HAVING AN ICC ESR
SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES,
LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF
COMPREHENSIVE INSTALLATION INSTRUCTIONS.
CONCRETE ANCHORS
A. MEDIUM DUTY MECHANICAL ANCHORS FOR USE IN CRACKED AND UN -CRACKED
CONCRETE THAT HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI
355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS INCLUDE:
1. HILTI KWIK BOLT-TZ EXPANSION ANCHORS (ICC ESR-1917)
2. HILTI KWIK HUS-EZ AND KWIK HUS EZ-1 SCREW ANCHORS (ICC ESR-3027)
3. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-2713)
4. SIMPSON STRONG -TIE "STRONG -BOLT 2" (ICC-ES ESR-3037)
5. DEWALT POWER -STUD + SD2 (ICC-ES-ESR 2502)
6. DEWALT SCREW -BOLT + (ICC-ES-ESR 3889)
B. HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UN -CRACKED CONCRETE
3. SIMPSON STRONG -TIE "TORQ-CUT" (ICC-ES ESR-2705)
4. DEWALT "ATOMIC +" ANCHOR (ICC-ES-ESR 3067)
C. ADHESIVE ANCHORS FOR USE IN CRACKED AND UN -CRACKED CONCRETE THAT HAVE
BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308.
PRE -APPROVED ADHESIVE ANCHORS INCLUDE:
1. HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HIT-Z ROD (ICC ESR-3187)
2. HILTI HIT -RE 50043 EPDXY ADHESIVE ANCHORING SYSTEM WITH HAS-E THREADED
ROD (ICC ESR-3814) FOR SLOW CURE APPLICATIONS.
3. SIMPSON STRONG -TIE "SET-3G" (ICC-ES ESR 4057).
4. DEWALT "PURE 110 +" STANDARD CURE EPDXY (ICC-ES-ESR 3298)
5. DEWALT "AC100 +" FAST CURE/COLD WEATHER (ICC-ES-ESR 4027)
6. PROVIDE STEEL ANCHOR ELEMENT CONSISTING OF CONTINUOUSLY THREADED
ROD CONFORMING TO ASTM, A36 OR ASTM F 1154, GRADE 36.
3. MASONRY ANCHORS
A. ANCHORAGE TO SOLID -GROUTED CONCRETE MASONRY
1. MECHANICAL AND CONCRETE SCREW ANCHORS FOR USE IN SOLID -GROUTED
CONCRETE MASONRY MUST HAVE BEEN TESTED AND QUALIFIED FOR USE IN
ACCORDANCE WITH ICC-ES AC01 OR AC106, RESPECTIVELY. PRE -APPROVED
MECHANICAL AND CONCRETE SCREW ANCHORS INCLUDE:
a. SIMPSON STRONG -TIE "STRONG BOLT2" (IAMPO LIES ER-265)
b. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-1056)
c. HILTI KWIK HUS-EZ SCREW ANCHOR (ICC ESR-3056)
d. HILTI KWIK BOLT-3 EXPANSION ANCHORS (ICC ESR-1385)
e. DEWALT "SCREW -BOLT +" (ICC-ES-ESR 4042)
f. DEWALT "POWER -STUD + SD1" (ICC-ES-ESR 2966)
2. ADHESIVE ANCHORS FOR USE IN SOLID -GROUTED CONCRETE MASONRY MUST
HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58.
PRE -APPROVED ADHESIVE ANCHORS INCLUDE:
a. SIMPSON STRONG -TIE "SET-XP" (ICC-ES ESR-1772)
b. SIMPSON STRONG -TIE "AT-XP" (IAMPO LIES ER-281)
c. HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM (ICC-ES ESR-2682)
d. PROVIDE STEEL ANCHOR ELEMENT CONSISTING OF CONTINUOUSLY THREADED
ROD CONFORMING TO ASTM, A36 OR ASTM F 1554, GRADE 36.
e. DEWALT "AC100 + GOLD" (ICC-ES-ESR 3200)
B. ANCHORAGE TO HOLLOW CONCRETE MASON RY/UNREINFORCED CLAY BRICK
MASONRY
1. SCREW ANCHORS FOR USE IN HOLLOW CONCRETE MASONRY MUST HAVE BEEN
TESTED AND QUALIFIED IN ACCORDANCE WITH ICC-ES AC106. PRE -APPROVED
SCREW ANCHORS INCLUDE:
a. SIMPSON STRONG -TIE "TITEN-HD" (ICC-ES ESR-1056)
b. HILTI KWIK HUS-EZ SCREW ANCHOR (ICC ESR-3056)
c. DEWALT "AC100 + GOLD" (ICC-ES ESR-4105)
2. ADHESIVE ANCHORS WITH SCREEN TUBES THAT ARE TESTED AND QUALIFIED IN
ACCORDANCE WITH ICC-ES AC58 OR AC60, AS APPROPRIATE. USE THE APPROPRIATE
SCREEN TUBE AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. PRE -APPROVED
ADHESIVE ANCHORS WITH SCREEN TUBES INCLUDE:
a. SIMPSON STONG-TIE "SET-XP" (IAMPO LIES ER-265)
b. SIMPSON STRONG -TIE "ACRYLIC -TIE" (ICC-ES ER-5791)
c. SIMPSON STRONG -TIE "ET" (ICC-ES ER-4945)
d. HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM (ICC ESR-3342)
e. DEWALT "AC100 + GOLD" (ICC-ES ESR-3200)
e. PROVIDE STEEL ANCHOR ELEMENT CONSISTING OF CONTINUOUSLY THREADED
ROD.
DESIGN LOADS:
1. LIVE LOADS:
STAIR
STORAGE
CORRIDORS
ROOF
2. WIND DESIGN DATA:
ULTIMATE WIND SPEED, VULT
NOMINAL DESIGN WIND SPEED, VASD
RISK CATEGORY
WIND EXPOSURE
INTERNAL PRESSURE COEFFICIENT
COMPONENTS AND CLADDING
PRESSURES - BUILDING A
COMPONENTS AND CLADDING
PRESSURES - BUILDINGS B,C,D,E,F,G
UNIFORM
100 PSF ON
= 125 PSF
= 125 PSF
= 20 PSF
= 138 MPH
107 MPH
= II
C
t0.18
CONCENTRATED
300 LB. ON AREA
STAIR TREADS OF 4
SQUAREINCHES
SEE 1 / F-0.2 AND 2 /F-0.2
SEE 3 / F-0.2 AND 4 / F-0.2
COLUMN FOOTING SCHEDULE
MARK
F3.0
F3.5
3'-0" x T-0"
31-6" x T-6"
SIZE
1'-2"
1'-2"
DEPTH
(4) #4 BOTTOM
(5) #4 BOTTOM
EACH WAY
EACH WAY
REINFORCEMENT
REMARKS
SCHEDULE OF COLUMN FOOTINGS /"' 5
SCALE: NONE
F-0.1
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS `
,,0� ER LYNIv,
• No. W265
_* *=
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.. R10 ..
��r�tTa1111\\�
RAPD
AU LDIMG SOL � IONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
1. HILTI HDA UNDERCUT ANCHORS (ICC ESR 1546)
2. HILTI HSL-3 EXPANSION ANCHORS (ICC ESR 1545)
RBS-F-0. I
COMPONENTS AND CLADDING PRESSURES
ZONE:
AREA (SQ. FT.)
MAX. (+)
MAX. (- )
INTERIOR
(ZONE 1)
10
18.5 psf
-45.4 psf
20
17.3psf
-44.3 psf
50
16.2 psf
-42.7 psf
100
16.0 psf
-41.6 psf
EDGE
(ZONE 2)
10
18.5 psf
-76.2 psf
20
17.3psf
-68.1 psf
50
16.2 psf
-57.3 psf
100
16.0 psf
-49.3 psf
CORNER
(ZONE 3)
10
18.5 psf
-114.7 psf
20
17.3psf
-95.0 psf
50
16.2 psf
-68.9 psf
100
16.0 psf
-49.3 psf
WALL COMPONENTS AND CLADDING PRESSURES
ZONE:
AREA (SQ. FT.)
MAX. ( +)
MAX. ( - )
INTERIOR
(ZONE 4)
10
41.6 psf
-45.0 psf
20
39.7 psf
-43.2 psf
50
35.5 psf
-38.9 psf
100
33.6 psf
-37.1 psf
ENDS
(ZONE 5)
10
41.6 psf
-55.4 psf
20
39.7 psf
-51.7 psf
50
35.5 psf
-38.9 psf
100
33.6 psf
-34.6 psf
PARAPET COMPONENTS AND CLADDING PRESSURES
ZONE:
LOAD CASE
PRESSURE
WINDWARD
LEEWARD
INTERIOR
(ZONE 2)
A
NO VALUE
-106.6 psf
B
NO VALUE
-74.6 psf
ENDS
(ZONE 3)
A
NO VALUE
-146.1 psf
B
NO VALUE
-85.3 psf
NOTES:
1. ROOF COMPONENTS AND CLADDING PRESSURES ARE "ULTIMATE" WIND LOADS
AND SHALL BE USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN
SECTION 2.3 OF ASCE 7-10 (STRENGTH DESIGN).
2. FOR "SERVICE LEVEL" WIND LOADS THE PRESSURES SHALL BE MULTIPLIED BY
0.6 (ALLOWABLE STRESS DESIGN).
SCHEDULEOF
BUILDING A COMPONENTS AND CLADDING WIND PRESSURES -
SCALE: N.A.
0
M
N
NOTE:
FOR WIND PRESSURE, SEE SCHEDULE
1 / F-0.3 NUMBERS INDICATE ZONES.
D IAG RAM OF COMPONENTS AND CLADDING WIND PRESSURES
SCALE: N.A.
2
F-0.3
F-0.3
COMPONENTS AND CLADDING PRESSURES
ZONE:
AREA (SQ. FT.)
MAX. (+) -T
MAX. (- )
INTERIOR
(ZONE 1)
10
16.9 psf
-41.5 psf
20
16.0 psf
-40.5 psf
50
16.0 psf
-39.0 psf
100
16.0 psf
-38.0 psf
EDGE
(ZONE 2)
10
16.9 psf
-69.7 psf
20
16.0 psf
-62.2 psf
50
16.0 psf
-52.4 psf
100
16.0 psf
-45.0 psf
CORNER
(ZONE 3)
10
16.9 psf
-104.8 psf
20
16.0 psf
-86.8 psf
50
16.0 psf
-63.0 psf
100
16.0 psf
-45.0 psf
WALL COMPONENTS AND CLADDING PRESSURES
ZONE:
AREA (SQ. FT.)
MAX. ( +)
MAX. (- )
INTERIOR
(ZONE 4)
10
38.0 psf
-41.2 psf
20
36.3 psf
-39.5 psf
50
32.4 psf
-35.8 psf
100
30.7 psf
-33.9 psf
ENDS
(ZONE 5)
10
26.4 psf
-50.7 psf
20
25.2 psf
-47.3 psf
50
23.7 psf
-39.5 psf
100
22.5 psf
-36.1 psf
NOTES:
1. ROOF COMPONENTS AND CLADDING PRESSURES ARE "ULTIMATE" WIND
LOADS AND SHALL BE USED IN CONJUNCTION WITH LOAD COMBINATIONS
SPECIFIED IN SECTION 2.3 OF ASCE 7-10 (STRENGTH DESIGN).
2. FOR "SERVICE LEVEL" WIND LOADS THE PRESSURES SHALL BE
MULTIPLIED BY 0.6 (ALLOWABLE STRESS DESIGN).
SCHEDULEOF
BUILDING B,C,DTE,F,GD CLADDING WIND PRESSURES -
SCALE: N.A.
01-
�l \•may,.
NOTE:
FOR WIND PRESSURE, SEE SCHEDULE
3 / F-0.3 NUMBERS INDICATE ZONES.
D IAG RAM OF COMPONENTS AND CLADDING WIND PRESSURES
SCALE: N.A.
n
F-0.3
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS tt►i►ttiiill�j�
.ti` ER EYNNF
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No. 265 '
-a ST
off• QW29
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RAPID
80ILb1NjG SOLUTIONS
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
1 1-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review Al
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RRS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8•'=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-F-0.2
200'-0"
'-4
24'-0' 18'-0" 18'-0" 181•0" IS'-0" 104'•0'
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NOTE: Plan Sheet Ledge Plan
A -COLUMNS TO BE North Building "A -1st Floor"
INSTALL SITTING 8" FROM
2ND FINISH FLOOR
Section C @Lug
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS l t t 1111111/11
LYNIV,
No. QP265
r
ST E tr
? OPT• W29
��►sr�ttt����
R'APID
RUILD1NG SOLIJTI[1N5
3 5 0 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-AF 1
3"
12
FACE OF CONCRETE FD-1
------------------
ih
48'-1"
r-----------------------------------------------------
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------- -------------L-'----------------- L------------ �
a------ TOP OF L L. = 0'-0" - PROVIDd RECESS FOR VENEERI I I
I6" 12'-2" 2'-8" 7'-5" ( I
23'-7" I 12'-10" I 14'-3" 14'-0" I 11'-0" 10'-1" 6'-4" I 12'-10"
50'-2" 30'4" 50'-2"
1 2 (4)(5) 7 8 9 10 11
TYPICAL
187
F
1
FD-2
23'-1"
W�
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A
LEGEND:
O INDICATES NOTE REFERRAL. SEE CORRESPONDING NOTE.
INDICATES COLUMN MARK. SEE STEEL COLUMN SCHEDULE ON SHEET
S
F-0.2.
0 INDICATES FOOTING MARK. SEE FOOTING SCHEDULE ON SHEET F-0.2.
S.C.J. INDICATES SLAB CONTROL JOINT. SEE PLAN NOTE 1C.
INDICATES 12" CONCRETE WALLS. SEE NOTE 9.
FIRST FLOOR / FOUNDATION PLAN NOTES:
1.
SLAB -ON -GRADE:
A. SLAB ON GRADE: 5" THICK (F'C = 4000 PSI).
B. REINFORCEMENT: 6 x 6 - W2.9 x W2.9 WELDED WIRE REINFORCEMENT 1 Y2"
BELOW TOP OF SLAB.
C. SLAB -ON -GRADE CONTRACTION OR CONSTRUCTION JOINTS:
SEE REINFORCED CONCRETE NOTES #18 AND #19 ON SHEET S0.1 FOR
CONSTRUCTION OR CONTRACTION JOINT REQUIREMENTS.
D. 18" WIDE X 12" DEEP THICKENED SLAB.
E. 18" WIDE X 18" DEEP (BELOW GRADE) TURNED DOWN SLAB.
DO NOT SAW CUT SLAB AT COLUMN OR LOAD BEARING STUD LOCATIONS.
2.
BUILDING FOUNDATION SUB -GRADE TO BE PER REFERENCED
GEOTECHNICAL REPORT. COORDINATE PLACEMENT AND COMPACTION
REQUIREMENTS WITH GEOTECHNICAL REPORT. COORDINATE VAPOR
BARRIER REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.
3.
SEE DETAIL 4 / FD-1 FOR COLUMN ISOLATION JOINTS.
4.
1'-0" WIDE REINFORCED CONCRETE WALL.
5.
4'-0" WIDE x 1'-1" DEEP FOOTING REINFORCED WITH #5 @ 12" ON CENTER,
EACH WAY TOP AND BOTTOM. TOP OF FOOTING AT EL.-11'-8".
6.
6-0" WIDE x 1'-1" DEEP FOOTING REINFORCED WITH #5 @ 12" ON CENTER,
EACH WAY, TOP AND BOTTOM. TOP OF FOOTING AT EL.-11'-8".
7.
3'-0" WIDE x 1'-1"DEEP FOOTING REINFORCED WITH (3) #5 CONTINUOUS
LONG WAY AND #4 @ 12" ON CENTER TRANSVERSE TOP AND BOTTOM. TOP
OF FOOTING AT EL.-11'-8".
8.
SEE ARCHITECTURAL DRAWINGS FOR BUILDING ORIENTATION, LOCATION
AND SIDEWALK LOCATIONS.
FACE OF BRICK
3"
SECOND FLOOR
TOP OF FOOTING
(SEE PLAN)
FIRST FLOOR
TOP OF FTG.
12'-0"
96-0"
18'-0" Ll 18'-0" L. 18'-0" L. 18'-0"
GRADE (SEE - O
TOP OF WALL CIVIL DWGS.) O n,
(TYPICAL) -
04
1 X" DAP OUTO CV
NN------------
-
--��--------- ------------------------- --------------------------------
TOP OF SLAB PHASE II CORRIDOR EXTENSION
(SEE 31 F-1 FOR ADDITIONAL
p REINFORCEMENT)
131'-9"
33'-9" 26'-0" 26-0"
CV CV TOP OF WALL O
(TYPICAL) ' GRADE (SEE _
0' CIVIL DWGS.) Oi
-------_---__------ -__--_ N
------------
o---
N _� :
-- -- ---------------------- N----------------- ----- O ----------------------
i
TOP OF SLAB N
26'-0" 26'-0" 26'-0"
Al
23'-9"
3"
SECOND FLOOR
EL. = V-0"
1
TOP OF FOOTING
1 (SEE PLAN)
1
________ FIEL. _ RST FLOOR
- 40
TOP OF FTG.
5'-0" 10'-2" FI=-11'-R"
26-0"
LEDGE p
(TYPICAL) -I
N 26-0" 00
SOUTH FOUNDATION WALL ELEVATION - BLDG. A 2
SCALE: NTS F-1
'
i
23'-9"
3"
---
1
(2) #7 x 12'-0" LONG EACH 12'-0"
;
FACE CENTERED OVER
1
PHASE II CORRIDOR
3" CLR.
1
0 (2) #a x as" DIAGONAL
j 6
9 EACH SIDE
'
3'-011
-
SECOND FLOOR
Oi
EL. = 0'-0".
I-
I
------ _ 1 I (2) #7 ADDITIONAL EACH
_---i
FACE, EACH EDGE WITH
T---------
MATCHING DOWELS
00
------- _____________ FIRSTFLOOR
EL_ -10.8ILL-5'-0"
10'-2"
O r
TOP OF FOOTING
V-11
a- LoEL.
_ _ 11'_&'
---------
--
-0----
LELEVATIONOF
ADDITIONAL REINFORCEMENT AT PHASE II CORRIDOR 3
-------------
---
—
---
- E SCALE: NTS F-1
I
--'----------- -- ----- - -- F
----------------- - --
---J ch i � o G
I
6" FACE OF CONCRETE
I
FIRST FLOOR FOUNDATION PLAN - BLDG. A
12 SCALE: 3/32" = 1'-0" FINISHED FLOOR EL. _-10'-8"
16-0"
Ib
CV
16'-0" o
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-12 94
SEALS ♦�111 ���fi
LYNNF�,'�.
••��GENS`�•
_= No. 265 =
-v ' ST E� [�
.� z Rio•
,���'lTi11111�`
APID
80 1 LDI NG SIOLUTIO NS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '-0"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBSmAF2
1 2 3
4 5
6 7 8
9
10
11 12 13
14 15 16 17
18
10'-0" 10'-0" 10'-0"
10'-0" 10'-0"
10'-01, 10'-0" 10'-0"
10'-0" 10'-0"
101•0" 10'-0" 10'-0"
101-0" 10'-0" 10'-0" 10'-0"
170'-0"
r-101, SECT. B
r-SO, SECT. B
r-D' SECT. B
r-SP, SECT. B
— a
0
— b
0
0
0
— d
0
—
3-HR CMU BY
3-HR CMU BY
OTHERS
OTHERS
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS
ILDtNG SOl'tOhiS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildings olutions . c om
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 16ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-BF 1
1 2 3
4 5
6 7 8 9 10
11 12 13
14 15
16 17
18
10'-0" 10'-0" 10'-0.1
10'-0" 10'-0"
10'-01, W.V. 10'-0" 10'-01. 10'-0"
10'-0.1 10'-01,
10'-0"
10'-0.. 10'-01.
10'-0" 10'-0"
170'-0"
r-rp- SECT. B
r--10, SECT. B
' r-10* SECT. B
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F.FLOOR
F.FLOOR
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w
B`
Isr-o"
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
RIV
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ORAPID
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I L01 SOLUTIONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 16ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-CF 1
15
16 17 18
19
I
5'-0" 5'-0" s'-o"
� I
1 s s•-o"
135'-0"
20'-0"
OUT OF CONC.
r--SECT. A
—
a
60
0
OUT OF STEEL (FRMG)
_
b
0
0
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0
10
0
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0
0
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Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: x6 DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-DF 1
1 2 3
4
5
6 7 8 9 10
11 12
13 14 15
16 17 18 19 20
21
22 23
10'-0" 101.0"
10'-011 101-0" 101-0" 101-01• 1014" 101-0"
10'-0"
10'-0" 10'-0" 101.0" 101-0"
10'-01• 10'-0" 10'-01, 10'-0"
10'-0" 10'-0"
10'-0"
220'-0"
r--SECT. A
r--SalSECT. A
r- SECT. A
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North Building "E"
OUT OF CONC.
OUT OF CONC.
OUT OF STEEL (FRMG)
OUT OF STEEL (FRMG)
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
No. 265
l
SEALS ���►itItil
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RAPID
O
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 1 6ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-EF 1
1 2
3 4
5 6 7
8 9 10
11 12 13 14 15
16 17 18 19 20
21
22
23
10'-0" 10'-0"
10'-0" 10'-0"
10'-0" 10.41 10'-0"
10'-0" 10'-0" 10'-0"
10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
10'-0" 10'-0" 10'-0" 10'-0"
10'-0" 10'-0"
10'-0"
220'-0"
r--SiA,SECT. A
r--SPISECT. A
r--SECT. A
r•-DO-SECT. A
—
a
W 1
"
391-
591
0
—
b
0
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0
0
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—
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0
—
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0
—
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0
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SECT. A.-J
SECT.
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220'-0"
Plan Sheet Led e
Plan
North Building "F"
OUT OF CONC.
OUT OF CONC.
OUT OF STEEL (FRMG)
OUT OF STEEL (FRMG)
LUG
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10
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F.Floor
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3-HR CMU BY
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Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
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350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (40 7) 34 7-9614
Info@
rapidbuildings olutions . c om
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RB DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft Oft Oft 8ft 16ft
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-FF 1
:.�..,� I.�1li�l�lltldLl�iE�;L:ilY11.4iL,�.l��,�,._1_�L���,ILIL-.I,�la1L.�,.�.�. .�it�il W�iakl � 1 l��li .. — :-' � - r••.:�E ' iL•
1 OF SAW CUT
SECOND SLAB POUR I FIRST SLAB POUR
Y8' WIDE JOINT SAW CUT v�
TO Y4 DEPTH OF SLAB
SEE PLAN ,; :.. . .
FOR SLAB
DEPTH ' .. a . 1 Yi' CLEAR
TO W.W.R. :..
.All
III-1 I I --III I . _—i 1 I—, ' :.
..:.,.
,.
SEE NOTE 2 SLAB -ON -GRADE AND .. CONSTRUCTION
(TYPICAL) REINFORCEMENT
JOINT
(SEE PLAN)
. °
NOTES:
1. JOINT IN SLAB TO BE SAW CUT AS SOON AS THE CONCRETE •. °
WILL SAFELY SUPPORT WORKERS AND EQUIPMENT. 4
2. SUPPORT REINFORCEMENT WITH CONCRETE BRICKS OR DIAMOND PLATE
SPECIALIZED ACCESSORY FOR SUPPORT BEARING ON GRADE. °
ASSEMBLY AT 18" o.c. :'•:
D ETA I L OF TYPICAL SAWN CONTRACTION JOINT AT SLAB ON GRADE NUMBER NUMBER
SHEET ' • •• •
SCALE: NONE SHEET a
,.
0o SECOND SLAB POUR FIRST SLAB POUR vv
SEE PLAN
FOR SLAB
DEPTH
PNA DIAMOND DOWEL
SYSTEM @18" (DIAMOND
Y4x4Y2x 0'-4 Y2)
NUMBER 1 Y2" CLEAR
SHEET TO W.W.R.
,. .. •'.. .. • ' EQ.
'<• ' ' EQ.
' �—III— I I—� —III I j . � —i � l—•
SEE NOTE 1 SLAB -ON -GRADE AND
(TYPICAL) REINFORCEMENT
(SEE PLAN)
NOTES:
1. SUPPORT REINFORCEMENT WITH CONCRETE BRICKS OR
SPECIALIZED ACCESSORY FOR SUPPORT BEARING ON GRADE.
D ETA I L OF TYPICAL CONSTRUCTION JOINT AT SLAB ON GRADE NUMBER
SCALE: NONE SHEET
x 10 x 0'-10 BASE PLATE
EL COLUMN
PLAN)
4' 0 EXPANSION ANCHORS
H 9" MINIMUM EMBEDMENT
NOTES:
1. INSTALL EPDXY ANCHORS IN STRICT ACCORDANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS.
2. SEE DETAIL 5 / S2.1 FOR EPDXY ANCHOR BASE PLATE AND
LEVELING NUT ASSEMBLY.
3. SEE 7 / S2.1 FOR SECTION THRU COLUMN ON SPREAD FOOTNG.
DETAIL OF TYPICAL BASE PLATE LAYOUT AT SPREAD FOOTING NUMBER
SCALE: NONE SHEET
3/4 x 12 x 1'-0 BASE
PLATE (SEE COLUMN
SCHEDULE)
(D
CONCRETE WALL —J
HSS 4 x 4 x %6 COLUMN
(SEE COLUMN SCHEDULE)
16" x 16" CONCRETE PIER
REINFORCED WITH (4) #7
VERTICAL WITH MATCHING
DOWELS INTO FOOTING AND
#3 TIES @ 12" ON CENTER
2" (TYPICAL)
NOTES:
1. SEE DETAIL 6 / S2.1 FOR ADDITIONAL BASE
PLATE AND ANCHOR ROD INFORMATION.
SECTION OF 16" x 16" CONCRETE PIER rNUMBER
SCALE: %4" = 1'-0" SHEET
1
1
--- rL OF COLUMN `I---- q OF COLUMN s
i I /sx2x0-2PLATEWASHE
ABOVE AND BELOW BASE
EDGE OF i PLATE (SEE NOTE 2)
SLAB
! COLUMN j ANCHOR ROD HOLES
ISOLATION (SEE NOTE 1)
STEEL COLUMN i JOINT COLUMN 5" MINIMUM
(SEE PLAN) ISOLATION PROJECTION .-... 1" NON -SHRINK GROUT
,;•r•,: ''„tier :.
10 O I JOINT
I I 1 1 v.
----------4---------------------------------- ------+---+---------------- --- a ' PROVIDE LEVELING NUT
rL OF I O 1 LO O I OF EPDXY ANCHOR .4 �•
�-- , .
COLUMN i STEEL COLUMN -- EMBEDMENT.
(SEE PLAN) I Q,COLUMN °
Q% SEE 6 / S2.1 ° EPDXY ANCHOR ROD (SEE
BASE PLATE /�C�� A.
BASE PLATE 21j��'a d d ADDITIONAL HN ORMATOIO
(SEE COLUMN I i,�Gy SCHEDULE)
SCHEDULE) 2�
NOTES:
(2) #4 BARS x T-O" (2) #4 BARS x 3'-0" 1. PROVIDE ANCHOR ROD HOLES CONFORMING TO TABLE 14 - 2 (AISC ST
LONG (TYPICAL) LONG (TYPICAL) CONSTRUCTION MANUAL).
INTERIOR COLUMN EXTERIOR COLUMN 2• PROVIDE WASHERS CONFORMING TO TABLE 14 - 2 (AISC STEEL
CONSTRUCTION MANUAL).
PLAN DETAIL OF TYPICAL CONSTRUCTION JOINT AT SLAB ON GRADE rNUMBER
SCALE: NONE SHEET
STEEL COLUMN
(SEE PLAN)
DETAIL OF TYPICAL COLUMN ISOLATION JOINTS KNUMBER
SCALE: NONE SHEET
HSS COLUMN
(SEE PLAN)
TYPICAL
16
I I SEE DETAIL 6 / S2.1 FOR
COLUMN BASE PLATE AND
ANCHOR SIZE
° d
4" MINIMUM CONCRETE
COVER AROUND COLUMN 1 Y" NON -SHRINK GROUT
AND BASE PLATE
V-6" MINIMUM AT
EXTERIOR COLUMNS.
1'-0" MINIMUM AT
INTERIOR COLUMNS
FINISH FLOOR
"
°
- °
,°
°
I v zo
•.d
4
d.
I
°
v
°Alid
.
(3) #3 TIES @ 2 o.c. d
4 4
V-1" MINIMUM AT
EXTERIOR COLUMNS. #3 TIES @ 12" o.c.
7 MINIMUM AT
INTERIOR COLUMNS
° SEE FOOTING
d' ° ' ' SCHEDULE FOR SIZE
14
TA d ' , • v AND REINFORCEMENT
v.
° der
SEE PLAN FOR FOOTING SIZE
AND REINFORCEMENT
SECTION THRU COLUMN ON SPREAD FOOTING NUMBER
SCALE: 3/4' = 1'-0" SHEET
EDGE OF CONCRETE
Y" PREMOLDED
EXPANSION JOINT
EXTERIOR PAVING
(SEE CIVIL)
1'-6"
_ SEE DETAIL 10 / S2.1 FOR
ADDITIONAL INFORMATION
A
O
d 16" x 16" CONCRETE
00- PILASTER
(4) #7 VERTICAL
° " (2) TIES MINIMUM
d' IN FOOTING
• ° 4 °.
_ d.
SECTION THRU COLUMN ON CONCRETE PILASTER (NUMBER
SCALE: %4' = 1'-0" SHEET
EDGE OF CONCRETE
— #4 @ 18" o.c. y" PREMOLDED
1'-1" 3'-0" EXPANSION JOINT
W.W.R. (SEE PLAN)
V-2" EXTERIOR PAVING
TOP OF SLAB AEE CIVIL)
SEE PLAN
LO
(3) # 4 CONT. TOP
AND BOTTOM
SECTION THRU SLAB EDGE AT STOREFRONT MB R
SCALE: %4' = 1'-0" SHEET
DETAIL OF EPDXY ANCHOR ROD ASSEMBLY NUMBER
SCALE: NONE SHEET
ATTACH STUD TO TRACK AT
WALL ENDS WITH (2) #12
SCREWS EACH SIDE. ATTACH
ALL OTHER STUDS TO TRACK
WITH (1) #12 SCREW EACH SIDE.
W.W.R. (SEE FOUNDATION
PLAN NOTE #1 B)
OIL TOP OF SLAB
SEE PLAN
COLD FORMED METAL
STUD WALL (SEE PLAN)
ATTACH INTERIOR TRACKS TO
SLAB WITH /8 0 EXPANSION
ANCHORS WITH 3 Y"
EMBEDMENT @ 30" o.c. (LOCATE
I I ADJACENT TO STUD)
I
e ° Ln
1A ° —
4° —
rIQ�
OF TYPICAL INTERIOR STUD WALL
SECTION CONNECTION TO SLAB ON GRADE NUMBER
SCALE: %4' = 1'-0" SHEET
EDGE OF CONCRETE
— #4 @ 18 o.c. Y" PREMOLDED
11 Yi' 3'-011 W.W.R. (SEE PLAN) EXPANSION JOINT
EXTERIOR PAVING
TOP OF SLAB (SEE CIVIL)
° - SEE PLAN
(3) # 4 CONT. TOP
AND BOTTOM
SECTION THRU EXTERIOR WALL FOOTING rNUMBER
SCALE: 4" = 1'-0" SHEET
#4 @ 18" o.c.
(3) # 4 CONT. TOP
AND BOTTOM
1'-2" 4" -
1'-6"
SECTION THRU EXTERIOR WALL FOOTING NUMBER
SCALE: %4' = 1'-0" SHEET
1
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS `,,�t>,ttt�t�if�i
N.�R LYN V, '•,�
No. 265
-o ST E or
1. •.,
S�ONAL
APD
DUI LDiMG SClL � IONS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions. com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RB SUBMITTED BY: CSD
8ft 4ft Oft 8ft 16ft
—0"
not -
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-FD- I
311
SEE ARCHITECTURAL
DRAWINGS
�G
SLOPESEE CIVIL
1Q.1�.�
�X—�Y—fir•
v
CONCRETE SLAB ON
METAL DECK (SEE PLAN)
SECOND FLOOR OIL
EL. = 0'-0"
�L5x5W8 CONT. WITH %"0
x 5" EMBED. SCREW
ANCHORS (la 12" o.c.
#5 @ 12" o.c. EACH WAY,
EACH FACE
#5 @ 12" o.c. DOWELS
d '
a.•
#5 @ 6" o.c. DOWELS
CONT. KEY WAY a
WITH WATER STOP
FIRST FLOOR �° p
EL. _ -10'-8
TOP OF FOOTING
EL. _ -11'-8
r v • ° ' ° G �Q • . . b. I I—j SLAB REINFORCEMENT
° NOT SHOWN FOR
° ° CLARITY
°
SEE PLAN FOR FOOTING
3'-0" " " 1'-01'-0REINFORCEMENT
ol
SEE PLAN
SECTION THRU EXTERIOR WALL - BUILDING A KNUM�BER
SCALE: Y4 = 1'-0" SHEET
NOTES:
1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON FOA FOR
BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL.
T
9"
SECOND FLOOR
CONCRETE SLAB ON
METAL DECK (SEE PLAN)
L 5 x 5)U8 CONT. WITH %" 0
x 5"
EMBED. SCREW ANCHORS
(la 12" o.c.
#5 @ 12" o.c. EACH
-� ° ° WAY, EACH FACE
OIL LEDGE EL. VARIES
SEE WALL ELEVATION °
#5 @ 12" o.c.
#5 @ 12" o.c. DOWELS
#5 @ 6" o.c. DOWELS a '
' CONT. KEY WAY EL
WITH WATER STOP
FIRST FLOOR p
EL. = -10'-8
Z
W
TOP OF FOOTIN Agd —
L. = -1 T-8
`( EL. = 0'-0"
SEE ARCHITECTURAL •
DRAWINGS
v:
SEE CIVIL °
SLOPE
v e. ° a '.
° e
'=1 I I f 3"
SLAB REINFORCEMENT
NOT SHOWN FOR
° q ° • e. .
°. I II CLARITY
SEE PLAN FOR FOOTING
1'-0" 1'-0" REINFORCEMENT
SEE PLAN
SECTION THRU EXTERIOR WALL - BUILDING A (NUMBER
SCALE: y4" = 1'-0" SHEET
NOTES:
1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON FOA FOR
BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL.
SECOND FLOOR
EL. = 0'-0"
06 TOP OF WALL EL. VARIES
SEE WALL ELEVATION
SEE WALL ELEVATION
Ltl
CONCRETE SLAB ON
METAL DECK (SEE PLAN)
TYPICAL EXTERIOR
FRAMING (SEE PLANS)
#5 @ 12" o.c. EACH WAY,
EACH FACE WITH MATCHING
DOWELS.
SEE 2 /FD-2 FOR
CONTINUATION
9,.
19
NOTES:
1. SEE GEOTECHNICAL REPORT AND FOUNDATION NOTE 5 ON FOA FOR
BACKFILL REQUIREMENT FOR CANTILEVERED RETAINING WALL.
2. SEE GENERAL NOTE NUMBER 6 ON SHEET FOA FOR CONTRACTORS
RESPONSIBILITY FOR SHORING AND ERECTION.
SECTION THRU EXTERIOR WALL - BUILDING A NUMBER
SCALE: %4' = 1'-0" SHEET
Zabik Turner Engineering, PLLC
Jennifer Zabik, P.E., S.E.
1024 N Fullers Cross Road
Winter Garden, FL 34787
jzabik@ztengineering.com
P-1294
SEALS \'*01111►ill/,e�'
LYNNF
x••.....•.�•
No. 265
• . RIoV'o• W29
T
NAL
RAPD
Bl LD#I�tG SQL � lliflNS
350 E Crown Point Rd
Suite 1080
Winter Garden, FL 34787
Phone: (407) 347-9614
Info@
rapidbuildingsolutions.com
JOB NAME:
Zephyrhills Commons
38001 Pretty Pond Road
Zephyrhills, FL
JOB NUMBER:
268-19-ZEP-FL
REV
DATE
DESCRIPTION
APP
1
11-28-19
Layout Review
JL
0
12-16-19
Review
RG
1
12-19-19
RBS RL
RG
2
12-20-19
ZTE RL
RG
3
01-21-20
CUST. REDLINES
RG
4
01-22-20
REVIEW
RG
5
01-24-20
HECTOR RL
AC
6
03-08-20
Review 1
RC
ISSUE DATE: Novermber 28,2019
DESIGNED BY: RBS DRAWN BY: JL
CHECKED BY: RBS SUBMITTED BY: CSD
8ft 4ft Oft 8ft 1 6ft
1 /8"=1 '—O"
DETAILS: NOT TO SCALE
APPROVED FOR PRODUCTION
INITIALS OF GC/OWNER
RBS-FD-,