|
STRUCTURAL LUMBER :
<br />INTERIOR LOAD BEARING WALLS SPF #2
<br />ALLEXTERIOREEFXXTEMMRIIORAAFRAMING ggSEEP��Fqq 2
<br />ALL HEADERWBEAMS�COLUMNSTCTj� BEISYPS2?� RzYEOUALITY OR BETTER
<br />SHEATHING OR�DEEQRI E�zE , ,,,ASPVVLICATU% SHA�h BE APA RATED STRUCTURAL
<br />IFS L BOAND
<br />�ISLE OBEP USEDINPLAE OFGP�YWOOD S o 0 HAVE OSIMILAR ORING AOR
<br />CON,q R SECTI ,l PRpP TIES.
<br />TACTR WICTH CAONCRETE ISTOTOBRECEE�E AR AN DARD RNR DE PRIESSURE TREO RING.
<br />H N P EE I E D T E NH N T
<br />B AT/? U B� NW§L�Z�k%
<br />DIWI rRB�SIGN
<br />I CA TA$CWR�qjo
<br />D 0 RU SES BY HE
<br />SHALL BTE PR09BE�HATLBEARING LOCATIONS WITHOUT W00 _0 TOP TPLATES. PLATES
<br />ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH-8 STUCCO FINISH PER
<br />ASTM C. 926 ,APPLY 3 LAYERS W/ TOTAL I-{JCKNESS 7/8" OVER METAL LATH. FIRST
<br />2 LAYERS 3/8 THICK EACH. 3RD LAYER 1 J8 THICK
<br />INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
<br />PER FLORIDA CODE R703.7
<br />FASTENERS AND TIE DOWNS
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />SHAPES ANME�ggGLES CHANNELS • ASTM A336�36M 053 Fy = 36 Ksi
<br />HIGHARE M STRENGTH BOLTS : ASTASTSTM 3A500,DGRADEyB Fy Ks146Ksi
<br />MACHINE BOLTS : GALVANIZED ASTM A307
<br />SHEET METAL ACCESSORIES SHALL CONFORM TO Fyy = 33KsiWITH G90
<br />GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
<br />NAILS SHALL CONSIST OF : COMMON YVIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS E: 8Ed = 00..1131" 11 Odw =S 0.114g8E' 1E2d �N= 0.1N48R" 1E6dq = �0..116�2". N EXTER
<br />APPI ICAO INSTAL ATION CEIVENANEANTRTC ASHOE CC�ATINGR BY MANUFACTURER TOR
<br />PALL FASTENERS AND TIE DOWNS ARE TO pRIROK�N I THE p ,q�� IO q MINI M
<br />ACL aSTE�IERL TIE DO S BEAM HANGERSROJOIDST HANGERS F AND PFLOOR TRUSSED
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THL PLANS AND
<br />�CIFITETIO�NgSED�ED JgpLTS USE FOR PLI R A 0 TJN PR�pR 0
<br />AL SET OF THE CONCRETE SPA NG AN A1IQNM1� ,q B ACCppRR ANCE
<br />WITH THE DESIGN PLANS U.N.b. AL RNAT TO J OL S AR N N PL NS.
<br />ACED TARR WEMBED�EDOREINFOR INGOT RITORU T O D WHILE LI�G OUT. BE
<br />NOTE:
<br />GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
<br />FASTENING SHOULD BE TYPE "W" 11/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1'
<br />DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
<br />OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
<br />(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW /
<br />NAIL DISTANCE FROM EDGE SHALL BEA". THIS SHALL APPLY TO BOTH CEILING AND WALL
<br />INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
<br />CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
<br />ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
<br />OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
<br />NOTE:
<br />ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
<br />AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
<br />EXTERIOR COVERING
<br />R703.7 EXTERIOR PLASTER
<br />INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND THE
<br />PROVISIONS OF THE CODE.
<br />R703.7.1 LATH
<br />LATH AND LATH ATTACHMENTS SHALL BE OF CORRISION-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN
<br />WIRE LATH SHALL BE ATTACHED WITH 1-1/2-INCH-LONG (38mm), 11 GAGE NAILS HAVING A 7/16-INCH (11.1 mm)
<br />HEAD, OR 7/8-INCH LONG (22.2 mm), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 mm), OR
<br />AS OTHERWISE APPROVED
<br />R703.7.2 PLASTER
<br />PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER
<br />METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY,
<br />CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD, OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION
<br />R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER
<br />FACING MATERIAL OR IS COMPLETELY CONCELAED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED
<br />THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1)
<br />R703.7.2.1 WEEP SCREEDS
<br />A MINIMUM 0.019-INCH (0.5 mm) (NO. 26 GALVANIZED SHEET GAGE), CORRISION -RESISTANT WEEP SCREED OR
<br />PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES (89 mm) SHALL BE
<br />PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM
<br />C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 mm) ABOVE THE EARTH OR 2
<br />INCHES (51 mm) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN
<br />TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE.
<br />THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED.
<br />R703.7.3 WATER-RESISTANT BARRIERS
<br />WATER-RESISTANT BARRIERS SHALL BE INSTALLED AS REQUIRED IN SEDCTION R703.2 AND, WHERE APPLIED OVER
<br />WOOD -BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE
<br />AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED
<br />(INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS
<br />DIRECTLY BETWEEN THE LAYERS.
<br />EXCEPTION: WHERE THE WATER-RESISTANT BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A
<br />WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPERATED
<br />FROM THE STUCCO BY AN INTERVENING, SUBSTANTIALLY NONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE
<br />SPACE.
<br />R703.7.4 APPLICATION
<br />EACH COAT SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 48 HOURS PRIOR TO APPLICATION OF THE
<br />NEXT COAT.
<br />EXCEPTION: APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM
<br />C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX.
<br />R703.7.5 CURING
<br />THE FINISH COAT FOR TWO -COAT CEMENT PLASTER NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER
<br />APPLICATION OF THE FIRST COAT. FOR THREE -COAT CEMENT PLASTER, THE SECOND COAT SHALL NOT BE
<br />APPLIED SOONER THAN 48 HOURS AFTER APPLICATION OF THE FIRST COAT. THE FINISH COAT FOR THREE COAT
<br />CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND COAT.
<br />EXCEPTION: APPLICATION INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM
<br />C926 SECTION 8 TO SECTION X1.4.2 OF THE APPENDIX.
<br />t %THEMWWH N E ING �NAMA&� YPl'ATES.C. MAX
<br />30 YEAR WARRANTED/Flq�RGLASS SHINPLES ON 30 FELT PAPER
<br />3A OICGBOUNDARIES,2g"°OC.°EDGES & 8Y OC. FIELD RING SHANK NAILS
<br />USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 -�
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />FLASHING PER FBC-R 905
<br />CONTNIOUS ALUM DRIP EDGE ATTACHED
<br />PER MANUFACTURERS SPECS
<br />R-30 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULATION
<br />ATTACHED; WITH 5d COOLERILSD
<br />2X6 PT WOOD SUB ATTACHED TO
<br />OR #8 DRYWALL SCREW AT 7 O.C. MAX
<br />2 X 4 TOP PLATE
<br />IN5ULATION (MIN.)
<br />EACH LRUSS WITH 8d COMMON)
<br />NAILS ) EACH TRUSS
<br />g�� ER-3b
<br />IUL��CCEA 118N I�X A����jj TRAP POUREp IN LINTEL AT EACH TRUSS
<br />ANAILS ON TRUSS LAYOUT. FILL ALL NAIL HOLES
<br />q�uMIMM g�FFIT ANpD FgqggCIA
<br />WITH d 1C1%2
<br />TRIM ATTACHED PER MANUF. SPECS.
<br />I/2" 6YP. SIR BOARD (TYP.)
<br />1 COURSE 8"X8" KNOCK -OUT BLOCK FILLED
<br />S LID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS
<br />VARIES
<br />PRECAST CONCRETE LINTEL
<br />I/2" C7YP. WALL BOARD (TYP)
<br />SEE PLAN
<br />I-
<br />FRAME WINDOWS
<br />ATTACHED TO P.T. BUCKS
<br />PER
<br />2X4 5TUD5 ® I6" O.G.
<br />PRE -CAST CONIC SILL
<br />=DOFyVSSAjzSCHED
<br />MARBLE SILL
<br />2X4 DRAFT5TOPPIN6 (TYP)
<br />8"X8"�1 §" CMU TYP.
<br />TYPE S MORTAR
<br />WITH ((1) }�5 REBAR FROM
<br />JL
<br />1X2 P.T. WD FURRING ® 24" O.C.
<br />ATTACHED TO BInOCK WITH 3d
<br />POORER Tt7 LINTEL BLOCK
<br />CUT NAILS 12 O.C. MAX
<br />R5 CELOTEX "TUFF-R" INSULATION BD
<br />OR EQUILIVANT
<br />DECORATIVE CEMEN�,OUS
<br />FINISH STUCCO, 1 2 2 COAT
<br />1 /2' GYPSUM WALLBOARD
<br />PER SP CS FB R 703
<br />ATTACHED WITH 5d COOLER N/�ILS
<br />#8 DRYWALL SCREW AT 8 O.C. MAX
<br />1OXR4
<br />WITH 3d
<br />ATTACH�DBTOEB�,OCK
<br />NAILS ®12 O.C. MAX
<br />4"X4" INSPECTION PORT
<br />CUT
<br />AT EACH FILLED CELL _
<br />5 1/4' BASEBOARD
<br />TYPICAL
<br />NOTE: EXTEND
<br />DECO FINISH 4" TO 6"
<br />#5 DOWEL CONT. VERT. FROM FOOTING
<br />BELOW GRADE N
<br />WITH MIN 25" LAP SPLICE (10" STAN HOOK)
<br />F.F.
<br />1/4" �P x 5" TAPGON5
<br />-
<br />t
<br />i
<br />BOTTOM PLATE
<br />2x4 P.T. B
<br />= z
<br />.
<br />„
<br />24 O.G. OR EQUAL
<br />�� GRADE
<br />` '''•`
<br />\\
<br />\/\\\�\�
<br />N
<br />4" CONCRETE (3000PSI) WITH #10
<br />�<
<br />6-6/10-10 WWM OR FIBERMESH
<br />fj 4 c
<br />ON 6 MIL POLY VAPOR
<br />RLAPPED
<br />a.
<br />'D
<br />✓
<br />VER CLEAN MATERIAL TTORBE
<br />6"WITH SEAMS TAPED OVER CLEAN
<br />I
<br />COMPACTED SOIL (95% MODIFIED
<br />=I I =III= I I=I I
<br />= I
<br />I =I I III-
<br />PROCTOR PER ASTM D1557
<br />1-
<br />-I
<br />-1
<br />12"W X 20"D CONT. MONOLITHIC
<br />„
<br />12
<br />SECITION TREAT PROTECTION AGAINST
<br />I
<br />p TT
<br />ON°3�RCH1 IRS(25 REBAR CONT.
<br />TERMITES
<br />-III-III- I
<br />III -I -III-
<br />-I
<br />I -I I -III
<br />-III_
<br />SPACED 4PO.C. MAX
<br />TYPICAL INTERIOR NON -BEARING WALL
<br />TYPICAL WALL SECTION
<br />WITH WINDOW
<br />5'-0"
<br />ri
<br />ROOF EDGE
<br />5'-0"
<br />ri
<br />3
<br />O
<br />O3
<br />2
<br />O
<br />O
<br />O
<br />CD
<br />O RIDGE
<br />0 0 0
<br />U O
<br />O
<br />�Q
<br />3
<br />c:,
<br />in
<br />0
<br />mg
<br />0 0
<br />0
<br />GABLE END
<br />5 PARTIAL ROOF PLAN 5
<br />ZONE O 8 • RING SHANK NAILS AT 6" O.C. AT EDGES
<br />8 RING SHANK NAILS AT 12" O.C. INTERMEDIATE
<br />ZONES O2 O3 8 RING SHANK NAILS AT 6" O.C., 4" O.C. AT
<br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
<br />NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
<br />AND OCCUR OVER A FRAMING MEMBER.
<br />hereby certify that I have reviewed this plan and found it to be in
<br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
<br />David W. Smith, P.E. #53608
<br />ROOF SHEATHING NAILING
<br />NOT TO SCALE
<br />0
<br />z
<br />W
<br />w
<br />J
<br />m
<br />Q
<br />C.�
<br />TAWHEFA WHEN E fNG ONTUA RYPLATES.C. MAX
<br />SHEATHING TORBEgTIS 32g OpSB ORpSH12P&PLY°cpDX °W/8dpLRING SHANK NAILS
<br />E"SOEEL PLYCDI IIIES'RIDGE VLNT GASS REQUIRED _PFERLFBC R806 -�
<br />INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS
<br />FLASHING PER FBC-R 905
<br />CONTINIOUS ALUM DRIP EDGE ATTACHED
<br />PER MANUFACTURERS SPECS
<br />2X6 PT WOOD SUB ATTACHED TO
<br />EACH MT )USS WITH 8d COMMON
<br />NAILS EACH TRUSS
<br />AALI MIATTA HOFDFI ANMA A I SPECS.
<br />VARIES
<br />SEE PLAN
<br />CATEGORYMANUFACTURER
<br />MSTEL AR
<br />OUE M
<br />APPROVAL #
<br />AkP OVAM VERSION
<br />EXTERIOR DOORS
<br />SWINGING
<br />JELD-WEN
<br />PREMIUM ATLANTIC VINYL
<br />11109.2
<br />FL 11109-R7
<br />THERMA-TRU
<br />SMOOTH -STAR AND BENCHMARK
<br />15225.2
<br />FL 15225-R4
<br />THERMA-TRU
<br />FIBERCLASSIC
<br />5891.1
<br />FL 5891-R6
<br />THERMA-TRU
<br />SMOOTH -STAR
<br />5891.2
<br />THERMA-TRU
<br />CLASSIC CRAFT
<br />5891.3
<br />JELD-WEN
<br />PREMIUM ATLANTIC VINYL
<br />11112.2
<br />FL 11112-R5
<br />JELD-WEN
<br />DESIGN PRO SMOOTH PRO
<br />16674.1
<br />FL 16674-R12
<br />MASONITE
<br />FIBERGLASS
<br />22363.6
<br />FL 22363-R5
<br />PGT
<br />FD-ALUM
<br />253.4
<br />FL 253-R19
<br />SLIDING
<br />PGT
<br />SERIES 5570
<br />251.10
<br />FL 251-R31
<br />JELD-WEN
<br />PREMIUM VINYL
<br />12796.4
<br />FL 12796-RB
<br />JELD-WEN
<br />PREMIUM VINYL
<br />21705.3
<br />FL 21705-R2
<br />MI WINDOWS AND DOORS
<br />SERIES 420
<br />15332.1-.5
<br />FL 15332-R5
<br />SERIES 430
<br />15332.10-11
<br />SECTIONAL ROLL UP
<br />CLOPAY
<br />73, 75 92 -16'2
<br />16107.3
<br />FL 16107-R10
<br />73, 75 16 4 -18 2
<br />16107.11
<br />73, 75 UP TO 9'2
<br />16107.24
<br />WAYNE DAYTON OVERHEAD DOOR
<br />MODEL 8000 8100 9 -14'
<br />8248.1-.4
<br />FL 8248-R19
<br />MODEL 8000 8100 16'-14
<br />8248.5-.9
<br />WINDOWS
<br />SINGLE DOUBLE HUNG
<br />JELD-WEN
<br />PREMIUM ATLANTIC VINYL
<br />14095.1
<br />FL 14095-R10
<br />PGT
<br />SERIES 5500
<br />239.7
<br />FL 239-R26
<br />MI WINDOWS & DOOR
<br />SERIES 185
<br />17499.2
<br />FL 17499-R5
<br />SERIES 195 ALUM
<br />15217.1-.3
<br />FL 15217-R
<br />HORIZONTAL SLIDER
<br />PGT
<br />HR-ALUM
<br />242.3
<br />FL 242-R25
<br />MI WINDOWS & DOOR
<br />SERIES 188
<br />15351.3
<br />FL 15351-R7
<br />SERIES 1630 SINGLE SLIDER
<br />21638.1-.11
<br />FL 21638-R3
<br />JELD-WEN
<br />PREMIUM VINYL
<br />22368.1
<br />FL 22368-R3
<br />FIXED
<br />PGT
<br />PW-ALUM
<br />243.9
<br />FL 243-R21
<br />MI WINDOWS & DOOR
<br />SERIES 185
<br />15349.5
<br />FL 15349-R12
<br />MILLION
<br />PGT
<br />SERIES 5500
<br />261.1
<br />FL 261-R11
<br />MI WINDOWS & DOOR
<br />SERIES 5764
<br />15353.2
<br />IFL 15353-R4
<br />JELD-WEN
<br />MILLIONS
<br />15861.1
<br />FL 15861-R8
<br />PANEL WALL
<br />SIDING
<br />KAYCAN
<br />DOUBLE T TIMBERCREST
<br />16299.2
<br />FL 16299-R4
<br />JAMES HARDIE
<br />HARDIEPLANK LAP SIDING
<br />13192.2
<br />FL 13192-R5
<br />ARTISAN LAP SIDING
<br />10477.1
<br />FL 10477-R7
<br />CERTAINTEED CORP
<br />CERTAINTEED VINYL SIDING
<br />15731.1
<br />FL 15731-R2
<br />SOFFITS
<br />KAYCAN
<br />SOFFIT
<br />16503.3
<br />FL 16503-R3
<br />ALSIDE
<br />SOLID AND VENTED SOFFIT
<br />15272.1
<br />FL 15272-R2
<br />JAMES HARDIE
<br />SOFFIT
<br />13265.1
<br />FL 13265-R3
<br />ROOFING
<br />FL 15272-R2
<br />ASPHALT SHINGLES
<br />GAF
<br />SHINGLES
<br />10124.1
<br />FL 10124-R22
<br />IKO
<br />SHINGLES
<br />15550.4
<br />FL 15550-R6
<br />TAMKO
<br />SHINGLES
<br />18355.1
<br />FL 18355-R4
<br />CERTAINTEED CORP
<br />CT20, LANDMARK 30 40, XT30
<br />5444.1
<br />FL 5444-R15
<br />METAL ROOFING
<br />UNION CORRUGATING
<br />MASTERRIB PANEL
<br />9555.4
<br />FL 9555-R4
<br />ROOFING TILES
<br />BORAL TILE
<br />VILLA 900
<br />7849.24-.28
<br />FL 7849-R11
<br />TPO
<br />GAF
<br />SINGLE PLY ROOF SYSTEMS
<br />16730.1
<br />FL 16730-R23
<br />SINGLE PLY ROOF SYS
<br />MULE -HIDE PRODUCTS CO
<br />THERMOPLASTIC POLYOLERN
<br />12772.1
<br />FL 12772-R6
<br />UNDERLAYMENT
<br />TAMKO
<br />15 FELT
<br />12328.6
<br />FL 12328-RB
<br />30# FELT
<br />12328.7
<br />GAF
<br />UNDERLAYMENT
<br />1062&1
<br />FL 10626-R15
<br />ROOF VENTILATORS
<br />THOMPSON ARCH METAL
<br />OFF RIDGE VENT
<br />16918.2
<br />FL 16918-R2
<br />FLORIDA METAL PROD.
<br />VENT RV10
<br />21580.3
<br />FL 21580-RI
<br />LOMANCO
<br />DA-4 EXHAUST FAN
<br />17202.1
<br />FL 17202-R4
<br />STORM PANELS
<br />GLOBAL PROTECTION PROD
<br />GALV STEEL STORM PANELS
<br />15076.1
<br />FL 15076-R5
<br />GLOBAL PROTECTION PROD
<br />GPP FABRIC SHUTTER SERIES 2000
<br />15088.1
<br />FL 15088-R2
<br />TOWN AND COUNTRY IND
<br />SAFETY EDGE STORM PANELS
<br />12856.1
<br />FL 12856-R6
<br />STRUCTURAL COMPONENTS
<br />CAST-CRETE USA
<br />CONCRETE LINTELS
<br />158.1
<br />FL 158-R7
<br />COMMERCIAL CONCRETE PRODUCTS
<br />CONCRETE UNTELS
<br />1774.1
<br />FL 1774-R4
<br />MARION MASONRY MATERIALS
<br />CONCRETE LINTELS
<br />12193.1
<br />FL 12193-R3
<br />CONCRETE PRECAST PRODUCTS
<br />CONCRETE LINTELS
<br />15148.1
<br />FL 15148-R2
<br />LOTT'S CONCRETE PRODUCTS
<br />CONCRETE LINTELS
<br />17867.1
<br />FL 17867-R1
<br />POWERS STEEL INC
<br />POWER BOX LINTELS
<br />3119.1
<br />FL 3119-R7
<br />POWER BOX LINTELS
<br />5450.1
<br />FL 5450-R6
<br />POWER BOX LINTELS
<br />11383.1
<br />FL 11383-R5
<br />R-30 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULATION
<br />1L2" CEILING TYPE GYPSUM BOARD
<br />AITTACHED WITH 5d COOLER NAILS
<br />OREE#((8��))DRYWALL SCREW ATg7R O.C. MAX �N ELS
<br />LSCAYIVI EXCEPTHASANOTETON TR�SSEPAYOUT. T FILLTALL NAILRHOLES
<br />WITH 1 d X 1 1/2 NAILS
<br />1 COURSE 8"X8" KNOCK -OUT BLOCK FILLED
<br />LID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS
<br />PRECAST CONCRETE LIN FEL
<br />W
<br />z
<br />MU w 1X2 P.T. WD FURRING 0 24" O.C.
<br />�s.,x1�"#MCORT�A�Wp,P ATTACHED TO B1,OCK WITH 3d
<br />WI TTER�TipLINTEL BLOCK CUT NAILS ® 12 O.C. MAX
<br />R5 CELOTEX "TUFF-R" INSULATION BD
<br />DECOR RIVE CEy�EN 1�,0US OR EQUILIVANT
<br />FIN 1 J2 2 COAT 1/2
<br />" GYPSUM WALLBOARD
<br />PER SP CS FB -R 703 ATTACHED WITH 5d COOLER NAILS
<br />OR #8 DRYWALL SCREW AT 8 O.C. MAX
<br />4"X4" INSPECTION PORT ��AP40SIEBN�%RWITH 3d
<br />AT EACH FILLED CELL CUT NAILS 0 12 O.C. MAX
<br />TYPICAL _ 3 1/4" BASEBOARD
<br />NOTE: EXTEND STANDARD 90 DEGREE BEND
<br />DECO FINISH 4" TO 6" WITH 25" LAP MINIMUM
<br />BELOW GRADE N
<br />F.F.
<br />Z IL
<br />00
<br />GRADE
<br />O-
<br />N� �``
<br />��\\!� ���' 4" CONCRETE (3000PSI) WITH #10
<br />`Vz �\\,;:,;. 6-6/10-10 WWM OR FIBERMESH
<br />\� ON 6 MIL POLY VAPOR BARRIER
<br />OVER CLEAN MATERIAL TO BE LAPPED
<br />\\��, 6"WITH SEAMS TAPED OVER CLEAN
<br />/ \ � COMPACTED SOIL (95� MODIFIED
<br />PROCTOR PER ASTM D1557)
<br />TERMITE TREAT SOIL PER FBC
<br />SECTION R318 PROTECTION AGAINST
<br />12"W X 20"HHD CONT. MONOLITHIC 12" TERMITES
<br />F0 �RCHPIRS( P.S REBAR CONT.
<br />ON
<br />SPACED 4 O.C. MAX
<br />TYPICAL EXTERIOR WALL SECTION
<br />ENGINEER LICENCE #53608
<br />BUTTERFIELD INVESTMENTS INC RICK GOLLHARDT - DRAFTSMAN
<br />5985 14TH STREET 813-781-3651
<br />ZEPHYRHILLS, FLORIDA rgollhardtWampabay.Tr. com
<br />D.W.SMITH,M.S.,P.E.#53608 DETAILS SHEET OF
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 6 OF 9
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 SCALE DATE JOB NO.
<br />PHONE: 813-469-2289 E-MAIL; dwsf 1pe@earth[ Ink, net DO NOT SCALE 30 AUG 2020
<br />DESIGN/DRAWN CHECKED 2020-0818
<br />R. GOLLHARDT D.W.S.,p.e.
<br />
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