HomeMy WebLinkAbout6638, 6634, 6646 Dairy RdGENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE
7 TH EDITION
ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY, HAS APPLIED 'RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
FLOOR:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF -
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F.
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 7 P.S.F.
WIND'
BUILDING IS DESIGNED TO CONFORM TO ASCE 7-16, CHAPTERS 26 THRU 31; PER 2020 FLORIDA
BUILDING CODE, 7 TH EDITION - SECTION R301.2.1.1. AND 2020 FLORIDA BUILDING
CODE 7 TH EDITION SECTION 1609
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
SOIL BEARING & COMPACTION:
COMPONENT & CLADDING WIND LOADS
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
20NE
LOADS
LOADS
1
N/A
+32.3/-35.3
2
-65.7
+32.31-56 2
3
-110.6
+32.3/-89.0
4
N/A
t 35.3/-38.2
11
N/A
+35.3/A7.2
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P S F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS & SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25'
FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S.I.
MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8', PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019),
PROVIDE CLEAN -OUT OPENINGS (12 SO IN_) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
TIMBER MATERIALS
ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 #2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND SINGLE 2 X 4 #2 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC. WALLS TO HAVE 112" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-11 INSULATION
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
SHALL STATE
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES-"
IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR_ THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING & COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAI TREATMFNI.
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS (PER FBC R318).
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
TRUSSES
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T_ L HANSON & ASSOCIATES IS
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
EXTERIOR WINDOWS & DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUC I I ES I ING EN 11 I Y.
ALI. MULLIONS AND ADJACENT DOORIWINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURES SPECIFIED.
ELECTRICAL, PLUMBING & MECHANICAL
IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL,
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE THAT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
BUILDING DESIGNS
13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
OFFICE 352-523-2077
SHELL OFFICE BUILDING
6638 DAIRY ROAD
ZEPHYRHILLS, FLORIDA
JOB SITE LOCATION MAP
FLORIDA FIRE PREVENTION CODE 7TH EDITION
7 TH EDITION 2020 FLORIDA BUILDING CODE
7 TH EDITION 2020 FLORIDA ACCESSIBILITY CODE
BUILDING HAS WOOD ROOF SYSTEM
LIGHT FRAME CONSTRUCTION SIGN REQUIRED
BUILDING DATA
TOTAL AREA 3242.2 SO. FT.
USE AND OCCUPANCY: BUSINESS GROUP B
CONSTRUCTION TYPE : VB
FIRE PROTECTION : NON SPRINKLED
RYMAN CONSTRUCTION INC
36413 STR RD 54
ZEPHYRHILLS, FL 33541
OFFICE 813-782-0825
6001u_1
REVIEW DATE:_�_�_2, /
CITY OF ZEPHYRHILLS
BUILDING OFFICIAL
PLAN INDEX
SITE PLAN BY OTHERS
SHEET B 1: BUILDING FLOOR PLAN
WINDOW AND DOOR SCHEDULE
FLORIDA PRODUCT APPROVAL
SHEET B 2: BUILDING ELEVATIONS
SHEET B 3: BUILDING FOUNDATION PLAN
DECK FOUNDATION PLAN
LINTEL DETAIL
LINTEL CHART
DOOR BUCK DETAIL
WINDOW BUCK DETAIL
SHEET B 4: WALL SECTION DETAILS A & B
DECK FRAMING PLAN
DECK CUT SECTION DETAIL
SOFFIT DETAIL
WINDOW FLASHING DETAIL
PLYWOOD DETAIL
SHEET B 5: ROOF TRUSS PLAN
TRUSS BRACE DETAIL
VALLEY FRAMING DETAIL
FLASHING DETAIL
SHEET E 1 : ELECTRICAL PLAN
RISER DETAIL
ELECTRICAL LEGEND
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
AFKAY EN(SINEERING INC,.
structural engineers
1955 E. Edgewood Drive, Lakeland FI 33803
Phone 863-688-6500 Fax 863-688-655-1
State of Florida Certificate of Authorization " E86341
Richard L Kiddey P.E_ - Florida License M 31296
ARKAY JOB # 19870
9
I
47
UNIT #1
OFFICE AREA 1575.8
ENTRY 45.3
TOTAL 1621.1
APPROVED PRODUCT LIST
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'ALL WILL SUPPORT THE BUILDING
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.TAINING WALL OF RETENTION POND
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94.26' BOTTOM OF RETENTION POND 4' 4"
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FLOOR PLAN 1 /4" = 1' O"
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
STATE OF FL.
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL#
STRUCTURAL COMPONENT
HU26-2, U26
SIMPSON
FL 10531
STRUCTURAL COMPONENT
HETA20
SIMPSON
FL 11473
STRUCTURAL COMPONENT
LINTEL HEADER
CAST CRETE CORP
FL 158.1
ROOFING
ASPHALT
GAF SHINGLES ALL
FL 10124.1
ROOFING
UNDERLAYMENT
GAF
FL 10626.1
SINGLE HUNG
WINDOWS
NON IMPACT
PLYGEM 1500 OR EQ
FL 16103.1
SOFFIT & FASCIA TRIM
SOFFIT AMERICAN CONSTRUCTION METALS
FL 12019.1
ATTIC VENTS
VENTS FLORIDA METAL PRODUCTS
FL 21580.1
EXTERIOR DOOR
STEEL SWINGING
PREMIER PRODUCTS OR EQ
FL 17460.4
EXTERIOR DOOR
GLASS SWINGING
YKAP AMERICA OR EQ
FL 12892.7
UNIT #2
OFFICE AREA 1575.8
ENTRY 45.3
TOTAL 1621.1
DOOR AND WINDOW SCHEDULE
PLAN
OPENING
TYPE
A
WINDOW
25 SINGLE HUNG VINYL INSULATED GLASS
BRONZE OR WHITE FRAME T.B.V.
6'0"X8'0" INSULATED STORE FRONT GLASS DOOR
PULL HANDLE EACH DOOR EXTERIOR,
SOLID BAR INTERIOR EACH DOOR
B
DOOR
CYL KEY LOCK WITH THUMB TURN ONE DOOR
EDGE BOLTS ONE DOOR
ALUMINUM FRAME WITH HINGES
DOOR CLOSURE EACH DOOR
OUTSWING ADA SILL
3'0"X7'0" 6 PANEL EMBOSSED STEEL DOOR
ADA LEVEL KEY LOCK
C
DOOR
METAL FRAME
3-4.5 HINGES
OUTSWING ADA SILL
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
'Y RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY II
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ARKAY # 19870
►—
SOUTH ELEVATION 1/411 = 1' 0"
WEST ELEVATION 1/411= 1' 0"
AREA VENTILATION REQUIRED - UPPER & LOWER VENTED PROVIDED
3730 S.F. ATTIC AREA / 300 = 12.44 S.F. X 144 = 1790 S.I.
1790 S.I. / 2 = 895 S.I. UPPER AND LOWER VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
7 OFF RIDGE VENTS AT 138 SIJEA = 968 > 895 SI.
LOWER VENTILATION PROVIDED
270 FT. SOFFIT VENTS ( MIN ) AT 6.42 SI./FT = 1733 > 895 SI.
93.22' FROM SITE PLAN
EAST ELEVATION 1 /411 = 1' 0"
_ _ WALL HEIGHT Eo 10' 0"
99.00' ELEV
BUILDING FINISH FLOOR _ 00" FROM SITE PLAN
94.29' ELEV
APPROX BOTTOM OF RETENTION _ _ _ _ _ _ _ _ _ FROM SITE PLAN
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ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS
CHART UNLESS NOTED ON FLOOR PLAN BY OPENING
LINTEL LOAD CHART ( 16" DEEP SECTION )
CLEAR SPAN
CONCRETE U LINTEL
1' - 6"
4987 PLF (UNFILLED)
2' - 2"
3435 PLF (UNFILLED)
2' - 8"
2777 PLF (UNFILLED)
T - 2"
2332 PLF (UNFILLED)
4- - 0"
1835 PLF (UNFILLED)
4V _ 6"
1624 PLF ( UNFILLED )
5' - 2"
2739 PLF '*
6' - 2"
2271 PLF **
7' - 0"
1987 PLF "
8'- 0"
1723 PLF **
9' - 2"
1489 PLF **
10, - 0"
1354 PLF **
10, - 8"
1277 PLF '
11' - 2"
1200 PLF **
12' - 0"
1109 PLF **
12' - 8"
1044 PLF **
13' - 4"
1398 PLF " P
DENOTES #5 REBAR X CONT. PLACED IN BOTTOM COURSE AND
16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE.
** P - DENOTES PRE STRESSED U LINTEL WITH #5 REBAR X CONT.
PLACED IN BOTTOM COURSE 81 16" DEEP BEAM POURED SOLID
WITH 2500 PSI CONCRETE
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FOUNDATION PLAN 1 /411 = 1' 0"
8" X 8" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 #5 HORIZONTAL - — - — - - - - - - - - - - -
REBAR TIED TO ALL VERTICAL RODS I I
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8" PRECAST LINTEL BLOCK
OVER ALL OPENINGS. 1 EACH \SIDEWALK\ll
a #5 REBAR IN THIS COARSE WHENSPAN OF LINTEL OVER 57'
STANDARD PRECAST DETAIL
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SECURING PREHUNG TO BUCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
ATTACH MINIMUM 3/4" P.T. BUCK
RATINGS FOR YOUR JOB LOCATION. ALL
STRIP THAT IS THE MINIMUM WIDTH
ANCHOR SCREWS MUST PENETRATE BLOCK
OF DOOR FRAME USING .097X1 3/8"
WALL A MINIMUM OF 1 1/4" AND THERE SHALL
T- NAILS MAXIMUM 10" OC.
BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
AND DOOR JAMB
CAULK DOOR FRAME PER YOUR
MANUFACTURES RECOMMENDATIONS
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ABOVE FINISH FLOOR OF WOOD DECK
TYPICAL ALL POST LOCATIONS a
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SECURING WINDOW TO BUCK STRIPS PER
ATTACH MINIMUM 3/4" P.T. BUCK STRIP YOUR MANUFACTURES INSTRUCTION TO MEET 4' 0" S' 9'/," ' 5' 97/a" 5' 9Y.- 5' 97/e" J < O
THAT IS THE MINIMUM WIDTH OF YOUR WIND LOAD AND COMPRESSION RATINGS FOR J
WINDOW FRAME USING .097 X 1 3/8" YOUR JOB LOCATION. ALL ANCHOR SCREWS M
T- NAILS MAXIMUM 10" OC MUST PENETRATE BLOCK WALL A MINIMUM OF W
1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" W r^
SPACE BETWEEN BUCK AND WINDOW FRAME v J
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WINDOW MANUFACTURES SPECIFIC STRUCTURAL ENGINEERS
RECOMMENDATIONS TO MEET WIND I
LOAD AND COMPRESSION RATINGS
FOR YOUR JOB LOCATION ,
1 t/a
RICHARD L. KIDDEY P.E.
BLOCK WINDOW ATTACHMENT DETAIL FLORIDA LICENSE NUMBER 37296 SHEET
NOT TO SCALE I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS �]
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION J
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 19870
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MANUFACTURES ^ WINDOW MANUFACTURES j� 2X4 #2 SPRUCE SUB FASCIA WITH 2X4 #2 SPRUCE SUB FASCIA WITH
RECOMMENDATIONS (—/\J RECOMMENDATIONS I— \ WOOD FRAME ALUMINUM DRIP, FASCIA AND SOFFIT ALUMINUM DRIP, FASCIA AND SOFFIT =
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RECOMMENDATIONS 6 STICK FLASHING OVER WOOD BUCK AS PER WINDOW - HORIZONTAL REBAR TIED TO ALL THE VERTICAL HORIZONTAL REBAR TIED TO ALL THE VERTICAL
FLANGE VERIFY FACT.l. W/ MANUFACTURES RODS POURED WITH MINIMUM 2500 PSI CONCRETE RODS POURED WITH MINIMUM 2500 PSI CONCRETE
SELECTED MANUFACT. RECOMMENDATIONS
RECOMMENDATIONS -
NOTE: STEP #1 STEP #2 STEP #3 r m
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CONTRACTOR TO (LASH AND SEAL ALL �MINDOW AND DOOR OPENINCsS PER THE MANUFACTURER'S RECOMMENDATION AND SMALL PROVIDE A COMPLETE WATER TIGHT SEAL. 8" PRECAST LINTEL OVER ALL OPENINGS 8" PRECAST LINTEL OVER ALL OPENINGS
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PROVIDE CORROSION-RESISTTVE FLASHING IN THE EXTERIOR WALL ENVELOPE TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING F-
STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING CMU OPTION: N
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THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: SEAL FROM FACE OF BLOCK WALL EDGE TO o = 0 2 Z O 1[V
FRAME EDGE OF WINDOW WITH DRYLOCK SEALANTLL 1. AT THE TOP Of ALL EXTERIOR �ND9WS AND DOOR OPENINGS IN SUCH A MANNER AS TO Be LEAK -PROOF, EXCEPT THAT SELFFLASHNG WINDOWS HAVING CONTINUOUS LAP
NO FINISH ON INTERIOR OF � NO FINISH ON INTERIOR OF _j >L 70
OF NOT LESS THAN 1 1/8 INCH OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING. INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL WALL TILL BUILDING LEASED 0 ¢ WALL TILL BUILDING LEASED 0 Q v) L
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2 DECORATIVE a DECORATIVE 3 6 �
FLASHING: JAMB FLASHING MAY ALSO BE OMInED W HEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. c a IL
AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS. WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. CEMENTITIOUS °D CEMENTITIOUS co CL +JO
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SALE. FINISH U- FINISH U. Z 4.CON nN000SLYABOVE ALI PROJECTING WOOD TRIM. VINYL INSULATED WINDOWS a VINYL INSULATED WINDOWS d
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6. A WALL AND ROOF INTERSECTIONS.
EXTERIOR DOOR & WINDOW FLASHING o �v
#5 VERTICAL REBAR @ 48" OC WITH THE CELLS #5 VERTICAL REBAR @ 24" OC WITH THE CELLS
POURED SOLID WITH MINIMUM 2500 PSI CONCRETE POURED SOLID WITH MINIMUM 2500 PSI CONCRETE tL
MINIMUM 25" LAP MINIMUM 25" LAP UI
PROPOSED F.F. 99.0' PROPOSED F.F. 99.0' (a u
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SECURE SOFFIT TO BOTTOM OF FASCIA WITH
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NAIL 16" OC
2X2 CONTINUOUS BATTEN ATTACHED TO
VERTICAL 2X2 BLOCKING WITH 1- 12D NAIL
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INSTALL CONTINUOUS F CHANNEL TO FACE
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BLOCKING WITH 1 5/8" MASONRY FASTENERS
12" OC
BLOCK WALL
ALUMINUM SOFFIT PANEL
SECURE PANEL TO 2X2 BLOCKING
WITH 7/8' STAPLE OR #8X1" SCREWS
MAX 24" 8"OC
139 MPH WIND SPEED OR LESS
BLOCK WALL SOFFIT DETAIL
NOT TO SCALE
5/4X6 PT DECK BOARDS ATTACHED
EACH JOIST WITH 348X2 1/2" GALV
DECK SCREWS
WOOD DECK
FLOOR FRAMING PLAN 1/411= 1' O"
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WALL SECTION DETAIL "B"
NOT TO SCALE
ROOF EDGE
GABLE END
PARTIAL ROOF PLAN
ZONE O 1 8dRING SHANK NAILS AT 6" O.C. AT EDGES 8dRING SHANK NAILS AT 6" O.C. INTERMEDIATE
ZONES 2O 3O SIRING SHANK NAILS AT 6" O.C., 4" O.C. AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
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ROOF SHEATHING NAILING
NOT TO SCALE
FILL ALL CELLS OF LOWER
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ARKAY ENGINEERING INC.
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RICHARD L. KIDDEY P.E.
5-I FLORIDA LICENSE NUMBER 37296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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OF TRUSS AT EACH END POURED IN BOND BEAM. OF TRUSS AT EACH END POURED IN BOND BEAM,
FILL NAIL HOLES WITH IODXI In" NAILS FILL NAIL HOLES WITH IODXI 1/2" NAILS
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---- ----- --- ----- ---- USE (1) SIMPSON HETA20 STRAP AT ONE SIDE OF ALL ---- ----- --- ----
ROOF TRUSSES AT BLOCK WALL OR BEAM THAT DOES
11 NOT HAVE A SPECIFIC STRAP CALLED OUT
20' 4" 11' 4" 38' 4" 11' 4" 20' 4"
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HURR. STRAP @
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2"X4" VERTICAL SCAB @ 48" O.C.
(MAX.) CONN. W/ 4-16D NAILS @
TOP & USP "RT3" OR SIMPSON "H3"
HURRICANE CLIP AT BOTTOM.
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ROOF VALLEY DETAIL
NOT -TO -SCALE
SIMPSON H3 FRAMING
ANCHOR TYP.
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SECTION "A" -"A"
RUSSES BELOW SHEATHED
RIOR TO VALLEY FRAMING
ISTALLATION.
X 6" (#2 YELLOW PINE)
VALLEY FRAMING (TYP.)
COMMON TRUSS
4-16D TOE NAILS @
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PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING
AT ALL ROOF CHANGES AND SIDE WALL AREAS PER FBC 107.2.5 /R703.7.5.703.8., 903.2 AND 905
PLACE ROOF CEMENT COATING AT ROOF DECKS
EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING
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ROOF DECK AT SIDE WALLS
TYPICAL ROOF FLASHING DETAIL
NOT TO SCALE
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
1n RICHARD L. KIDDEY P.E.
7j FLORIDA LICENSE NUMBER 37296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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ELECTRICAL RISER DIAGRAM
GENERAL LOADS
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TYPE OF LOAD
3- 3/0 CU
1-1/0 CU LIGHTING LOAD 1621.1 SQ FT X 2 VA 4392 O
2" PVC
OUTLET & MISC ALLOWANCE 15000 Q.
HVAC HEAT 6000
320A K BASE SINGLE PHASE TOTAL VA 25392
PANEL
M B TOTAL VA 25392 VA
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CONCRETE ENCASED "UFER" GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. r 1 N
ELECTRODE REQUIRED PER ARKAY ENGINEERING INC. U)
CURRENT N.E.C. AND MUST STRUCTURAL ENGINEERS
BE INSPECTED PRIOR TO
CONCRETE PLACEMENT
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296 SHEET
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS E 1
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 19870
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