HomeMy WebLinkAbout6834-6836 Medical View LnrT; '
N-Fif-A , : the Caul Of ZephyI°hills
APPROVED
by ;
ire Marshal of Zephyrbilis
with a:rofv;+' lith p;
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIHS NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EY.PENSE,t (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
1OJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
FLOOR FL4N 1/4II _ 1l0
ll
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
/ ALL WORK SHALL COMPLY tiv ; HAiL
DATE �> � � .PREVAILING CODES, FLORIDA BUILD''
REViE CODE, NATIONAL ELECTRIC CODE AI�1Y 3
CAA 1 Y �F �����H,�-L� ARKAY ENCsINEERiNG INC.
PLANS E INE?__� _ - CITY OF ZEPHYIZIIILLS ORDINANCES 3TR URAL ENGINEERS
J J
FINISH FLOOR ELEVATION SMALL //
AMPLY WITH ENGINEERED /R1CD L.. !DDE"rI E.
AND/OR CITY OF ZEP FLORIDA LICENSE NU'
ORDINANCE.
31296
ORDINANCE.
I HERBY CERTIFY THAT THESE PLAN.'_ AND SPECIFICATIO NS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER !6, SECTION 1609 O F THE
FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004
FLORIDA BUILDING CODE AND ALL 2005 AND 2006
SUPPLEMENTALS
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BUILDING 5400
ENTRY
#1 49.3
ENTRY
#2 49.3
TOTAL
5498.E
ARKAY
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LEFT ELEVATION 1/411 = foil
RIDGE VENT
FRONT ELEVATION 1/411 = 11011
RIDGE VENT
RIGHT HT ELEVATION 1/411 _ 11011
... ... .. .. ... .. ... .. 12" O.N.
H.
O
ARKAY ENGINEERING INC.
.. .. ... .. ... _. ... .. ... .. .. ... fA ... ... .. ... ... .. .. ... .. .. ... .. .. .. ... .. ... .. .. ... .. .. .. ... .. ... .. .. ... .. ... .. ... .. ... .. .. ... .. ... ... ... S VEERS TR URAL ENGI
.. ... ... ... .. ... ... ... ..
DECORATIVE CEMENTITOUS FINISH
--'--=--- ---------=---=------- =- - ------------------------ ----------------------- ------
REAR ELEVATION 1/411 - 11011 FLORIDA
D KIRIDA LICENSE
P.E.
� FLO!�UMFER 31296
HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS
WERE PREPARED BY ME OR UNDER MY.DIRECT SUPERVISION
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE ARE IN COMPLIANCE Wi T 4I. CHAPTER i6, SECTION I&O9 0 F THE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSEei(INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST)
PI':OJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004
' DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DE6IGNER WILL NOT BE LIABLE FOR COST OF FLORIDA BUILDING CODE AND ALL 2006 AND 2006
REPAIRS OR DELAY TO THE CONSTRUCTION SUPPLEMENTALS
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BUILDING 5400
ENTRY
#1 49,3
ENTRY
"2 49,3
TOTAL
5498.�0
2 OF
ARKAY
* 140b
05 VERTICAL RODS FROM
FOOTINGS TO BOND BEAM
ABOVE I6' O" 10' S" I6' 8"
9' 4" 8O" 121 411
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'•------------------------------------------- -- -- ------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------
— ItxelI— — ---- '
— — — — — — - — — - " II
25 SH 25 SH I I 25 SH 25 SH 25 SH 25 SH I I 25 SH 25 $H
" EYEBROW iro" EYEBROW - 1 " EYEBROW 8' O" g' O° II 11 " "
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-----
-- -� - - �� A�� - _ I--------j. II, �„ _ •-"- --- -� S' 411 - -1- 411 21011
-� 111 / 11 �----- LI I -
.01
7 v 16" BLOCK COLUMNS WITH 12"X40"X40"
PAD WITH (4)"5 REBAR EACH WAY.
CENTER PAD ON COLUMN
15' 611 12' .4° 44' 411 12' 4" 15' fo11
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
RIC.NAR L. K!DDEY P.E.
FLORIDA L.ICEN:iE NUMEER 3121B6
I HERBY CERTIFY THAT .THESE PLAN" AND SPECIFICATIO N8
WERE PREPARED IEY MS OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE 0114 CHAPTER 16, SECTION 1605 0 F THE
FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004
FLORIDA BUILDING CODE AND ALL 2005 AND 2006
5UPPLEMENTAL5
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BUILDING
5400
ENTRY
#1
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ENTRY
02
4"3 3
TOTAL
5498,E
i-
30f=ro
ARKAY
# I14v$
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2004 FLORIDA BUILDING CODE
ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIAL: S ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBG)
ARKAY ENGINEERING INC: A REGISTERED LICENSED, FLO RIDA PROFESSIONAL STRUCTURAL
,: RATIONAL'ANALY $IS FOR THE STRUCTURAL DESIGN
ENGINEERING COMPANY: HAS APPLIED
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
OF THIS STRUCTURE
WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC)
THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD INGS SHALL BE DESIGNED FOR THE
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE IN STALLED AFTER CONSTRUCTION IS
FOLLOWING SUPERIMPOSED LOADS
COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC)
FLOORS:
LIVE LOADS - 40 P.B.F.
CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T 12" AWAY FROM THE BUILDINGS
DEAD LOADS - 10 P.S.F.
SIDE WALLS (PER FBC)
GARAGE SLAB:.
AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FIL L MUST BE REMOVED FROM
LIVE LOADS - 50 P.S.F.
BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB
DEAD LOADS - 10 P.S.F.
TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOS E CONTAINING MATERIALS
ROOF:
PER (FBC)
LIVE LOADS (TRUSS TOP CORD) - 20 P,S, F.
DEAD LOADS (TRUSS 7O CORD) IO .SF. i8 P S.F. WHEN TILE ROOF INSTALLED
tHE DISTANCE FROM THE EXTERIOR WALL COVERING (EX GEPTIQNS: PAINT AND DECORATIVE
DEAD LOAD (TRUSS BOTTOM CORD) - 10 .F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD)) - 1 P.S.F.
CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" T O ALLOW FOR INSPECTION FOR FUTURE
WIND DESIGN ASSUMPTIONS:
TERMITE INFESTATIONS (PER FBC)
COMPLIES WITH SECTION I6O9 FBC
BUILDING EXPOSURE - B
EXTERIOR WINDOWS 4 DOORS:
BUILDING IMPORTANCE FACTOR is1.0 ,
MEAN ROOF HEIGHT 30' OR LESS
ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DO OR SHALL BE TESTED IN ACCORDANCE WITH
HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIE NT • L0
ANSI/AMMA/NWWDA 101/152 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
ENCLOSED BUILDING
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
INTERNAL PRESSURE COEFFICIENT • a / - O .18
SEE WIND SPEED AT BOTTOM RIGHT OF ALL SH EETS
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER
1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING S UBBTRATE
SOIL BEARING 4 COMPACTION:
INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANUFACTURE ANCHORING RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE S OIL BEARING CAPACITY OF
2000 P.S.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NER IS RESPONSIBLE FOR VERIFYING
THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN
SUPPORT A 2000 P.S.F. FOUNDATION LOADING
ELECTRICAL, PLUMBING, 4 MECHANICAL:
ARKAY ENGINEERING INC: A REGISTERED LICENSED FLOR IDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS W ITHOUT VISITING THE CONSTRUCTION
IN ACCORDANCE WITH CHAPTER 411,003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL
SITE NOR PERFORMING ANY SOIL TESTING
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON "
ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE SITE SOIL ABILITY TO SUPPORT
ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRESS HIS/HER REQUIREMENTS.
1/2" CDX OR 1/16" OSB ROOF SHEATHINGS
NAILED 6" OC ON ALL EDGES AND IN THE
FIELD WITH 8D NAILS, USE STEEL PLYCLIPS
AND 0I5 FELT WITH SHINGLES, RIDGE VENT
AS REQUIRED
ENGINEERED ROOF
SEE ROOF TRUSS PLAN TRUSSES 24" OC
MIN R-22 INSULATION
IN ALL ATTIC AREAS
1/2 CEILING TYPE E P
GYPSUM BOARD
2X6 WOOD SUB WITH
ALUMINUM SOFFIT AND 0
FASCIA TRIM
SINGLE BOND BEAM WITH (1) 05
SEE LINTEL CHART REBAR CONTINUOUS TIED TO ALL
VERTICAL RODS
ALUMN S.H. WINDOWS
MASONRY SILLS
TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH AND 6 MILL VISQUEEN OVER
8" BLOCK WALL 10'0" 1N HEIGHT CLEAN COMPACT TERMITE TREATED SOIL
DECORATIVE CEMENTITOUS FINISH
THE BUILDING LOADS 4, 4„
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI THIN 6' FEET OR SINKS), GARAGE AND AT .. - DENOTES 05 REBAR X CONT, PLACED IN BOTTOM COURSE AND
FOUNDATION 4 SLAB - ON GRADE NOTES EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND F AULT INTERRUPTER "GFI" CIRCUIT ::
16 DEEP BEAM POURED SOLID WITH 2500 PSI C ONCRETE. 16 X I8 FOOTINGS WITH
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:. ALL ELECTRICAL OUTLETS IN BEDROOMS t FIXTURES SH ALL BE WIRED INTO AN ARC -FAULT INTERRUPTER (2) 05 REBAR ON CHAIRS
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AR EA, SHALL BE COMPACTED "AFL" CIRCUIT '• P -DENOTES PRE STRESSED U LINTEL WITH "5 REBA R X CONT, — — — —
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. SLAB SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT PLACED IN BOTTOM COURSE 4 1&" DEEP BEAM POURED SOLID
SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED TO BEDROOM AND OTHER LIVING AREAS WITH 2500 PSI CONCRETE
7 ITE PpIgON�p gplL GROUND WIRE TO 05 VERTICAL RODS FROM
CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SPA LL HAVE A MINIMUM 26 DAY GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. FOOTINGS TO BOND BEAM
COMPRESSIVE STRENGTH OF 3000 P.8.1. FOOTING REBAR WITH 24" LAP MINIMUM
SAFETY GLAZING:
REINFORCING; STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE 16" 4"
WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHA LL BE A MINIMUM OF 25" FOR a" X a" X 16" KNOCK OUT BLOCK BOTTOM OF FOUNDATION
„ THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF
"5 REBAR , 30 FOR "fo REBAR 4 35 FOR 01 REBAR GLAZING TOP COARSE WITH 1 05 HORIZONTAL MINIMUM 12" BELOW GRADE
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGH T OF 4 COURSES ( AFTER 8„ REBAR TIED TO ALL VERTICAL RODS
FIXED AND SLIDING PAN EL OF SLIDING DOORS
FINAL SITE GRADING)THECONTRACTOR OR BUILDING OW NER SHALL DETERMINE THE (1) GLAZING IN SWING DOORS,
EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION ASSEMBLIES i
II
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO URSE ARE REQUIRED (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ;o• /1 1J// WALL
J� I DETAIL
'� II
ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY P ORTION OF A BUILDING WALL BOX STEEL LINTELS OVERALL WINDOW 10 0 5LOCK WALL DETA Ii.-
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS = AND DOOR OPENINGS, NO 05 REBAR
FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A THAN 60" ABOVE THE DRAIN INLET i ti REQUIRED ON BEAMS UP TO 24'0"
STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE WITH NO MORE THAN 6061-58 PLF I
THE NEAREST VERTICAL EDGE IS WITHIN A 24" RAD IUS OF THE DOOR IN A CLOSED NOT TO SCALE
POSITION AND WHOSE BOTTOM EDGE 18 LESS THAN 6 - 0" ABOVE THE FINISH FLOOR OR
WALKING SURFACE
MASONRY WALLS: WALKING
GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NEL OTHER THAN THOSE LOCATIONS OPTIONAL POWER BOX LINTEL DETAIL
CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONR Y IN ACCORDANCE WITH ASTM C-SO DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT M EETS ALL OF THE FOLLOWING
AND SHALL HAVE MINIMUM F'M OF 1500 P.5,1, (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT ER THAN 5 80. FT.
(S) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR -
MORTAR SHALL CONFORM t0 ASTMC -210 AND SHALL BE E ITHER TYPE M OR S (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
(D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED IN ACCORDANCE OF THE PLANE OF THE GLAZING
WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR "5 REBAR
30" 6 FOR "REBAR AND 35" FOR 01 REBAR. 8" x a" X 1S KNOCK OUT BLOCK
.TOP COARSE WITH I 05 HORIZONTAL
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE REFER TO THE 2004 FLORIDA BUILDING CODE ADDITIONAL AREAS $„ REBAR TIED TO ALL VERTICAL RODS
OF 3/8" PLACED AT 8 TO Il INCH SLUMP AND HAVE A M INIMUM 28 DAY COMPRESSIVE STRENGTH OF THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR T HE �`� (1) SiMPSON HETA20 POURED IN
2000 P.S.I. ( WHEN TESTED PER ASTM C-IOIS )
PURPOSE OF GLAZING .�� / TOP OF BLOCK COLUMN EACH SIDE
PROVIDE CLEAN OUT OPENINGS ( 12 SQ. IN. ) IN CELL S CONTAINING SPLICED REINFORCEMENT. WHEN yO •••/// 8" X 8" X 16" KNOCK OUT BLOCK of wooD BEAM. FILL ALL NAIL HOLES
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT OVER POWER STEEL LINTELS, WITH WITH IOD X 1 1 2/" NAILS
DRAFTSTOPPING: - • 1 EACH 05 REBAR IN THIS COARSE
WHEN SPAN OF LINTEL Is OVER 12'4" DBL 2 X 12 02 PINE BEAM _
SOIL TERMITE TREATMENT: IN SINGLE FAMILY DWELLINGS, DRAFT8TOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAIN WITH ONE LAYER 1/2" PLY
FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SE PARATING USEABLE SPACES. DRAFTSTOPPING WOOD IN CENTER
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CEILIN G ASSEMBLEY 18 BROKEN UP INTO TWO OR MORE
APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHE R APPROVED PROTECTION LABELED FOR APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 SOFT. OPTIONAL POWER STEEL LINTEL DETAIL 4 X 4 P.T.POST ANCHOR TO TO OF WALL
USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. - P P
USING (1) SIMPSON HETA20 STRAP POURED
ALL ARCH FRAMING TO BE 2 X 4 IN LINTEL AT EACH SIDE OF POST, STRAP
A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO T HE BUILDING DEPARTMENT BY A LICENSED ATTIC ACCESS:
PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OC CUPANCY WILL BE ISSUED.. THE CERTIFICATE "2 SPRUCE MAXIMUM STUDS SPACING BEAM TO POST USING ll) SIMPSON LSTA24
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXC EEDING 30 SQ. FT, AND HAVING OF 16" WITH 1/2" PLYWOOD NAILED 6" OC, STRAP ALL TRUSSES TO WOOD STRAP EACH SIDE. FILL NAIL HOLES IN ALL
SHALL STATE: (PER FBC) „ „
MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAMED OPENING NOT BE LESS THAN 22 X30 WITH 8D COMMON NAILS. ALL MATERIALS BEAM USING I EACH SIMPSON STRAPS WITH IOD X 1 1/2 NAILS
HAS V A COMPLETE TREATMENT FO THE PREVENTION OF SUBTERRANEAN
INCHES, WHEN MECHANICAL EQUIPMENT IS LOCATED IN T HE ATTIC IT SHALL BE INSTALLED 1N 8" x 8" x I6" KNOCK OUT BLOCK ATTACHED TO BLOCK COLUMNS TO BE HIO CLIP PER TRUSS, FILL ALL
THE BUILDING S RECEIVED C PLE E RE R E PRACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL - SECTION M1305.1.3 TOP COARSE WITH 1 05 HORIZONTAL PRESSURE TREATED. ATTACH TO BLOCK NAIL HOLES WITH IOD X 1 1/2"
TERMITES. THE TREATMENTS ERS SERVICES
WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT REBAR TIED TO ALL VERTICAL RODS USING 114" X 3 1/4" TAP CONS MAXIMUM NAILS ROOF TRUSS WITH 4" BEARING
OF AGRICULTURE AND CONSUMERS SERVICES
SPACING 6' OC.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AF TER ALL EXCAVATION TRUSSES: .�.
BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC) IF THE CONTRACTOR , TRU58 MANUFACTURE OR ANY OTHE R DESIGN PROFESSIONAL REVISE THE 5" PRECAST LINTEL BLOCK
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PL ANS ARKAY ENGINEERING, INC 18 OVER ALL OPENINGS. I EACH
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SH ALL BE RE- TREATED REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMEN TS FOR COMPLIANCE WITH THE o, 05 REBAR IN THIS COARSE WHEN I
INCLUDING ANY BOX OR FORMED AREAS ( PER FBC) DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT SPAN OF LINTEL OVER 5'2"
BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OFTRAPS SHALL BEMAD
E 1
WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN --------------------------------
ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY D15TURBANC E OF THE SOIL AFTER THE OPTIONAL STANDARD PRECAST DETAIL
INITIAL TREATMENT ( PER FBC)
16" ROUND BLOCK COLUMN 1
A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TOPROTECT AGAINST RAINFA
LL WITH (2) 05 REBAR POURED
1 �
DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL IN CENTER FROM PAD BELOW
,
BE REQUIRED (PER FBC)
ENTRY WALL
•
HORIZONTAL LINTEL 5 REBAR
_ 25'
fE�l
IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR
/OWNER TO PROVIDE DOCUMENTS aHOWING THAT ALL
WINDOWS AND DOORS ON THIS SPECIFIC JOB MEET THE
DESIGN PRESSURES STATED ON PLANS.
WIND DESIGN PRESSURE SCHEDULE
OPENING
POSITIVE
NEGATIVE
OPENING
POSITIVE
NEGATIVE
(A) •
20.16
-21JI
(K)•
20.16
-21.11
(B) •
20.16
-2256
- !L)
20.16
-21.11 -
(0) •
19.59
-213S
(M) -
20.80
-21.20
(0) •
20.16
-2256
(N)
21,20
-2300
(E) •
20.16
-2256
(0)
-, 21,20
-23,00 -
(F) •
20.16
-2256
(P)
21.20
-2300
(G) •
20.16
-22.56
(0)
20.80
-21.20
lH) •
19.59
-2139
(R)
21.20
-2196
(1) •
20.16
-22.56
(a)
21,20
-2300
(J) •
20.16
-21A
(T)
21.20
-2300
• MULTIPLE WINDOW OR DOOR UNIT
LINTEL LOAD CHART ( 11'oll DEEP SECTION
CLEAR SPAN
CONCRETE U LINTEL
"POWER" STEEL
"POWER" STEEL
BOX LINTEL
I' - 6"
4981 PLF ( UNFILLED )
1010 PLF L-2
S965 PLF
2' - 2"
3435 PLF ( UNFILLED )
6626 PLF L-2
6830 PLF
2' - 8"
2111 PLF ( UNFILLED )
5256 PLF L-2
5549 PLF
3' - 2"
2332 PLF ( UNFILLED )
4508 PLF L-2
4613 PLF
4' - O"
1835 PLF ( UNFILLED )
3535 PLF L-2
3699 PLF
4' - 6"
1624 PLF ( UNFILLED )
3154 PLF L-2
3286 PLF
5' - 2"
2139 PLF ••
2146 PLF L-2 +•
2864 PLF ••
6' -2-1
2211 PLF I•
229$ PLF L-2 ••
2400 PLF •'
1' - O
1981 LF ..
P
_ „
2 25 F 2
O L L
P
211 F n
4 PL
8' - O"
1123 PLF ••
1168 PLF L-2 ••
2213 PLF ••
S' - 2"
148B PLF ••
1545 PLF L-2 ••
ISS4 PLF ••
10' - O"
1354 PLF is
1414 PLF L-2 ••
ISIS PLF ••
10' - 8"
1211 PLF ••
1325 PLF L-2 '•
1110 PLF +•
IV- 2"
1200 PLF r•
1230 PLF L-2 ••
162S PLF ••
12' - O"
1109 PLF •'
1118 PLF L-2 ••
1515 PLF ••
12' - $"
1044 PLF ••
1116 PLF L-2 ••
1436 PLF ••
13' - 4"
1398 PLF •' P
1381 PLF L-2 •• SL - 1
1364 PLF ••
14' - O"
1321 PLF •• P
1321 PLF L-2 •• SL - I
1299 PLF ••
16, - O"
1152 PLF •• P
1046 PLF L-2 •• SL - 1
1131 PLF ••
18' - O"
1016 PLF •• P
826 PLF L-2 •• 8L - I
960 PLF ••
S11 PLF •• P
110 PLF L-2 •• SL - I
893 PLF ••
20' - O"
$16 PLF •• P
629 PLF L-2 •• SL - 1
164 PLF ••
22' - 8"
189 PLF •• P
523 PLF L-2 •• SL - 1
606 PLF •'
IV I
RICHAR L. K DD P.E.
FLORIDA. LICEN&E NUMEiER 312S6
HERBY CERTIFY THAT THE:'13• PLANS ARID SPECIFICATIO NS
WERE PREPARED BY ME OR' UNDER MY DIRECT SUPERVISION
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIER NO LIABILITY INSURANCE AND THEREFORE ARE IN COMPLIANCF WITA CHAPTER 16, SECTION 1609 O F THE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND OESIGNER FROM ALL CLAIMS, LOSSES AND FLORIDA BUILDINC, CODE 2004 FOR 120 MPH (3 SECOND GUST)
EXPENSES'(INCLUDING REASONABLE ATTORNEY FEES). ARISING OUT OF OR RESULTING FROM THE WIND ZONE - 100 FAST ST- S EED MPH AND THE ENTIRE 2004
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION P E P R
DRAWINGS BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF FLORIDA BUILDING CODE AND ALL 2005 AND 200E
REPAIRS OR DELAY TO THE CONSTRUCTION
SUPPLEMENTALB
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BUILDING 5400
ENTRY
#1 49,3
ENTRY
*2 49,3
TOTAL
5498,E
FIG
4OE(oo
ARKAY
II it
USE (1) SIMPSON MGT ANCHOR AT THESE LOCATIONS
USE lU SIMPSON MGT ANCHOR AT THESE LOCATIONS
AT WALL WITH (1) 5/8"X8" ANCHOR BOLT OR 5/8"X'I"
AT WALL WITH (1) 5/8"XS" ANCHOR BOLT OR 5/8"Xl"
EXPANSION BOLT. FILL ALL NAIL HOLES TO TRUSS WITH
EXPANSION BOLT. FILL ALL NAIL HOLES TO TRUSS WITH
IOD NAILS. UPLIFTS HAVE BEEN VERIFIED AND DO NOT
IOD NAILS. UPLIFTS HAVE BEEN VERIFIED AND DO NOT
EXCEED CAPACITY OF TIE DOWN. (03965)
EXCEED CAPACITY OF TIE DOWN. (03S65)
o
o
0
USE (1) SIMPSON HETA20 STRAP AT ONE SIDE OF ALL R OOF
TRUSSES AT BLOCK WALLS THAT DO NOT HAVE A SPECIFIC
STRAP CALLED OUT. FILL NAIL HOLES WITH IOD NAILS. UPLIFTS
HAVE BEEN VERIFIED AND DO NOT EXCEED STRAPS CAPAC ITY
(•I810)
USE (1) SIMPSON MGT ANCHOR AT THESE LOCATIONS
USE (U SIMPSON MGT ANCHOR AT THESE LOCATIONS
AT WALL WITH (I) 5/8"XS" ANCHOR BOLT OR 5/8"Xl"
AT WALL WITH (l) 5/8"X8" ANCHOR BOLT OR 5/8"XV
EXPANSION BOLT. FILL ALL NAIL HOLES TO TRUSS WITH
EXPANSION BOLT, FILL ALL NAIL HOLES TO TRUSS WITH
IOD NAILS. UPLIFTS HAVE BEEN VERIFIED AND DO NOT
IOD NAILS. UPLIFTS HAVE BEEN VERIFIED AND DO NOT
EXCEED CAPACITY OF TIE DOWN. (03S65)
EXCEED CAPACITY OF TIE DOWN. (03965)
I I low
,p
`�
------------ ----- -----
GABLE END TRUSS
USE (1)91MP90N HIO CLIP AT ALL TRUSSES
-- - --- --- ----
GABLE END TRUSS
TO WOOD BEAM, FILL NAILS HOLES WITH IOD
NAILS. UPLIFTS HAVE BEEN VERIFIED AND
DO NOT EXCEED CAPACITY OF STRAP
15, 6" 12' 4"
44' 4"
12' 4"
Ak
100' O"
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES, (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
ROOF
TRUSS
PLAN
1/411 _
1,OII
ARKAY ENGINEERING INC.
STRU AL ENGINEERS
7 n
RIC.HARD > KI DEY 1rIE.
FLORIDA LICIEN6F NUMBER 3i296
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIO NS
WERE PREPARED BY ME OR UNDER -MY DIRECT SUPERVISION
ARE IN COMPLIANCE WTI CHAPTER 16, SECTION I6O9 O F THE
FLORIDA BUILDING CODE 2004 .FOf: I20 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004
FLORIDA BUILDING CODE AND ALL 2005 AND 2006
SUPPLEMENTAL$
0
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BUILDING 5400
ENTRY
01 4B,3
ENTRY
02 49,3
TOTAL
5498.E
I
A of ,0
,ARKAY
" i I+00
r
I'<.
CUSSES BELOW SHEATHED
210R TO VALLEY FRAMING
3TALLATION
6 •2 YELLOW PINE
-LEY FRAMING TYP.
COMMON TRUSS
2 X 4 NAILERS.TYP
2 X 8 02 YELLOW PINE SIMPSON H3 FRA_ MINE
RIDGE BEAM TYP.
ANCHOR TYP.
ROOF SHEATHING
VERT SCAB
4- 160 TOE NAILS
CONT. 2 X 4 NAILER TYP o
RIDGE BOARD END.
2- 16D NAILS PER TRUSS
BEVEL CUT
TYP
UPS RT3 OR SIMPSON
H3 HURR STRAP 45" or-
TYP.
SECTION "A" _ "A"
2 X 4 VERTICAL SCAB + 48" OC
MAX CONN. W/ 4 16D NAILS m
• 2 X 8 02 YELLOW PINE TOP 4 USP RT3 OR SIMPSON H3
RIDGE BEAM TYP. HURR CLIP AT BOTTOM
2 X 6 02 YELLOW PINE
" RAFTER a 24" OC
2 X 4 CONT UPS RT3 OR SIMP50N
— H3 HURR STRAP EACH
END
UPS RT3 OR SIMPSON
H3 HURR STRAP * 46"
OC TYP.
ROOF VALLEY DETAIL
TYPICAL CONY FRAME VALLEY DETAIL
ALL CONNECTORS ON VALLEY FRAMING DETAIL
HAVE BEEN REVIEWED AND SIZED FOR COMBINE
UPLIFT, SHEAR AND LATERAL LOADS
STUD SPACING
NO
(2) 2 X 4
(2) 2 X 4
(2) 2 X 6
L- BRACING
L-BRACING
L BRACING
L BRACING
L BRACING
16"
0'-0" TO 4'5"
4'-5" TO 8'O"
8'0"- 12'0"
12'0" TO 16'0"
24"
0'-0" TO 4'0"
4'0" TO 1'0"
1'0" TO 1&0"
10'0" TO 14'O"
BACKNAIL W/ (2) I&D NAILS-
2 X 4 WEB BLOCK& NAILED IN BETWEEN -
WEBS WITH (2) 16D NAILS EACH END WITH
(6) I&D NAILS AT EACH END NAIL TO 2X4
2 X4 OUTRIGGERS AT 24" OC
NOTE:
CONNECT OUTRIGGERS TO
NO DROP GABLE NEEDED
GABLE WITH SIMPSON H2.5
WHEN OVERHANG IS 12" OR
LESS
MAX. 24" OVERHANG
NOTE: NO L BRACING REQUIRED WHEN
PEAK OF GABLE IS 4'0" OR LESS
-
"L" BRACING TO EXTEND AT LEAST SO A
M DEGREEe
MAXIMUH
OF WEB LENGTH l SEE TABLE ABOVE ) - -
STEP DOWN GABLE TRUSS WITH ONE LAYER
- 1/2" COX SHEATHING OR VI6" OSB NAILED -
WITH BD COMMON NAILS 4" CC
-
SIMPSON LSTA24 OR EQUAL
I
- AT 2b" OC ( TYP)
2 X 4 ANGLE BRACING AT 48" OC ALONG
GABLE END NAIL ENDS TO 2 X 4 BLOCKING
WEB BLOCKING WITH (2) I&D TOE NAILS -
TYPICAL WOOD WALL BELOW
1/2" GYPSUM WALL BOARD
2 X 4 NAILER ATTACHED TO BOTTOM -
CORO OF GABLE TRU$$ AND COMMON
TRU$$ WITH 2 EACH 12D COMMON NAIL$
AT EACH UPRIGHT MEMBER ON GABLE
GABLE END BRACING DETAIL
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND IESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES/INCLUDING REASONABLE ATTORNEY FEES)ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
STEEL PLYCLIPS
PLYWOOD NAIL PATTERN (ROOF)
PLYWOOD NAILED AS SHOWN IS DESIGNED TO
WITH STAND MAXIMUM WIND LOAD RATING OF
130 MPH
PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE
PER APA TECHNICAL NOTE R215A. 16" - 24" INCH PANE LS
DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WID TH
PANEL, NONE REQUIRED AT RIDGE OR HIP. 12" - 16" L UMBER
ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE
ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT
RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING
(2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES
n_. A /-#-%1-1^ ^ ems*--� A -I1 I - i11?-%r r
TOP/BOTTOM CHORD GABLE
END BRACING w 48" O,C, MAX
FOR THE FIRST 4 ROWS OF
TRUSSES
CONT. BOTTOM CHORD
BRACING (1"x4" MIN.)
10'-0" MAX,
SEE TRUSS SYSTEM ENGINEERING ]DRAWINGS FOR ANY ADDTIONAL
BRACING OR CROSS BRACING REQUIREMENTS
RE Q, MINIMUM TRUSS 5 -'ACINCH
1/2" SETBACK TO ALLOW
FOR 1/8" LATH/STUCCO
1/2" (15/32") PLYWOOD SHEATHING (TYP)
OR 1/16" OSB SHEATHING FASTENED W/8D
NAILS ,0 8" OC MAX.
ATTACH WINDOW 4 DOOR FRAME TO ARCH FRAMING
WITH 010 SCREWS SPACED PER MANUFACTURE
3/4" BUCKSTRIPS ATTACHED TO FRAMING MUST EXTEND
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
BEYOND WINDOW FRAME TO PROVIDE FULL SUPPORT
2 X 8 P.T. ( RIPPED AS REQ'D) HEADER MAY BE
ATTACHED TO BLOCK W/ 5/8" EXPANSION OR EPDXY -SET
ANCHORS m MAX 8" FROM END AT 32" OC MAXIMUM
BETWEEN, EQUALLY SPACED AND STAGGERED IN LIEU
OF "TAPCON" ANCHORS
NOTE: IF SPACE is CENTER OF ARCH IS 4 1/2" OR LESS
DELETE 2 X 81 PROVIDE SOLID BLOCKING TO MASONRY
BEAM ABOVE
S" PREG T LINTEL OR STEEL LINTE CURED
DBL 2 X 8 m CENTER OF ARCH ( RIPPED AS REQ'D)
•-- --- --- -- --- --- --- --+
ATTACH EACH W/SIMPSON "H4 CLIPS, TWO A EACH END
I 1
f-- ------------------------i
- -
1 1
2 X 8 P.T. ( RIPPED AS REQ'D) ATTACHED TO BLOCK
W/2 - 3/16" "TAPCONS" 6 EACH END AND AT 6" O.C.
1 I
MAXIMUM BETWEEN. EQUALLY SPACED AND STAGGERED
1 i
( MINI 1 1/4" PENETRATION INTO BLOCK )
1
1
MASONRY BLOCK
_ 2 X 4 BLOCKING ALONG EDGE PF ARCH OPENING
SPACED MINIMUM 8" ( MAXIMUM 10" O.C.)
1/2" X 4" BUCKSTRIP ALONG ARCH OPENING
ARCH WINDOW FILL
- IN - DETAIL
SECURING PREHUNG TO BUCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
ATTACH MINIMUM 3/4" P.T. BUCK TO MEET WIND LOADS AND COMPRESSIONS
STRIP THAT IS THE MINIMUM WIDTH RATINGS FOR YOUR JOB LOCATION. ALL
OF DOOR FRAME USING "09'lX1 3/8II ANCHOR SCREWS MUST PENETRATE BLOCK
T- NAILS MAXIMUM 10" OC" WALL A MINIMUM OF 1 1/4" AND THERE SHALL
BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
AND DOOR JAMB
LIN EL
CAULK DOOR FRAME PER YOUR
MANUFACTURES RECOMMENDATIONS
E3LOCK DOOR ATTACHMENT DETAIL
SECURING WINDOW TO BUCK STRIPS PER
YOUR MANUFACTURES INSTRUCTION TO MEET
WIND LOAD AND COMPRESSION RATINGS FOR
ATTACH MINIMUM 3/4" P.T. BUCK STRIP YOUR JOB LOCATION. ALL ANCHOR SCREWS
THAT IS THE MINIMUM WIDTH OF YOUR MUST PENETRATE BLOCK WALL A MINIMUM OF
WINDOW FRAME USING 0137 X 1 3/0" 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
T- NAILS MAXIMUM 10" OC SPACE BETWEEN BUCK AND WINDOW FRAME
CAULKED WINDOW PER YC
WINDOW MANUFACTURES 81
RECOMMENDATIONS TO M1
LOAD AND COMPRESSION
FOR YOUR JOB LOCATION
5LOCK WINDOW ATTACHMENT DETAIL
ARKAY ENGINEERING INC.
ST CTURAL ENGINEERS
•
.-7( '
RICHARD 1-. IDD .. P.E.
FLORIDA LICENSE N;01`11!5ER 3Ts9r:�
I HERBY CERTIFY THAT THESE PL ,NS AND SPECIFICATIO NS
WERE PREPARED BY ME OR UNDER Mr,,( DIRECT SUPERVISION
ARE IN COMPLIANCE WITH (,;HAPT£R I6, SECTION 1609 O F THE
FLORIDA BUILDING COPE 2004 FOR 120 MPH (3 SECOND GUST)
WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004
FLORIDA BUILDING, CODE AND ALL 2005 AND 200E
SUPPLEMENTALS
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BUILDING 5400
ENTRY
"1 49.3
ENTRY
#2 49,3
TOTAL
5498.E
r0F�
ARKAY
/ 1409
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It' taf fl4 - SC' G, E. In SttE! prtedm a4 Sarf?t te,•Qtit
I
IS, I.C. Ih the Drectkn of Soffit Vltdth b) Dear pressure Ra41MV
Beeuef•GSumm! t �m�mtt�mt0.7s'airaaror
Rini A-aMNT .AREA AE, VIA SHIl* t VIA. H% i� LONG
906);Nlo i-It r Lay A4.11" NLMIISB$Mmgdk
gaffs bliVyCbsindA. yadsy;
:BATTEN+ rM' P.T, SOUT')[RN PINE CMW. G'RPDE -
-
MLk141UM 21YE' CONSTRLICTIWI PIPE
717a8�i p DSteallto nfEErls ltglPo..
MINED SOlpfilERN Plli IR ES{gV.
YDD¢-&ITTEN 9TRFPS
l7+0.( i2 tl3e Lita14ueftolffdYlNW
30' -
lar Pan -10a otc is 1.0 AN of Sefi tayth
tam O.0 la 0*Dilotl" c48afl1tTM
1 eAT,EN wvcEa fzj
riDNT VG_V Ci E'AVE V11HLgi?FASCG
51,4pe up.r:
tT Bo11d8o>31'.
Awmoa\�
•
tr v®eeeomi
Z OF SAYE
. ALUNINUR ttifm PAdEi:
4iP SaBl.fivt&I
HIT, View
�ftf
T"' tAAtlitJ{
(4lsSet Nq�a"m.dew I, Ir lki It *d gb)1'bIV
w4en1.ltsew
10'
PGT 8'Rf12' S{Irfit)
Us'
Nd,1.�bbhaw6NN"ob.f[QEr'Dim
p°'�rlMofkurQ�eBs7er1"a1tb4'GC.1
fAMiA 1C'X15' SO"I'm
-
(sjt.ms�tsdiadbsingdnd mrt4a�eMa APyuola�ociml�.
17YE/M;Atk3
s•GOAMig: ^�
-
»1n,C ffiIll"awo
tC9 a;IT mcdeeNOtr.d
Niaf >msta"aCmr al02A>
\\ /' aATEW NAlLIA M T94) - -
SIDE
ttr fig e
ROOF CAEP}YINfi 6'- � i.-a'a� -
rcwma- NA"rRwO° k 'Mr.. ALUMINUM #OIEFIT
L a �'g 'JOHN LAUO'I'is P.E. INSTALLATION DSSIQN
COiiBf(LTlNG ffi18A�SB wti a:v.t. DATES 5-ts-a2 �4r'iI1�3
rn � R terA H�A7ktTilr�ilao
__. _...------<-- - SCAM, .N.LB-
14" OC ALONG
JAMB SIDE OF
UNIT
The Problem..
)I7 ink#kris .,_;_, erg ter' f mf
a
• Most major shingle manufacturers'iication instructions too did
for fast
ener placement
OWa)at denial
niafor blow -offs based on fiastenin9patterns--
even
when the. real problem Is a material defect.
• .:� t
who are assuring compliance with who ,official.. and consultants
Installation re'ections., b code
1 Yn9 P
are overly restrictive manufacturer application directives
• Mandatory removal and re -application of shingles ---costing time and money
TheSolution... The Proof..
GAr,'s expanded approved Will these expanded fastener options
fastener placement area adversely.affect wind uplift resistance?
a r,
'till (see reverse for detail-,:;),
_ ),
resulting in:
SU tj
i
L94T roves that
• realer flexibility UL testing (U j conclusively _ r� fsst Y p ,
..
in fasten-o
fastener placement u�l::u thefr,grehave �e ,Fs: o>l
odP
Efficient installation trAF's new expanded fastener placement
while maintaining highest quality will NOT adversely affect wind resistance
* Reduced risk of unnecessary • GAF's long -fern► field experience
and costly rework supports the conclusions of UL 997 testing
940,10You Cali lique1 %_J1iomRadh�it
GAF NATER AIS
CORPORAT ON
FL 1$ Q2
U nfierlayment:.Standar'c1.Siope-4/12 (333mmim) cr rttbre
, f�, Underiayment: I',ow Slope f 712-A/12 (167mm-33'3in Ig
APplicniion Of underlaprnetlt: Cioverduck entkl one layer of end=rlanriuntnutallFdlF:ittput
Tvriilkles. Use only-etlfluph Weds ih.hold unde'layniOnt ul place urdl(invere try shingles
APplinafinn al underlaymetd aril tBva ltoshing;Comflblhly Ca+.7[file deck""Ith'hvp
layer9 of ifudnrlaymant as sh1val. Use: drily enough nails to gold uriderlsyrnent In place
Application at sane flashing• Install EaT'd hashing such as GAT' Mater.alsCorpomhan Weather
untd (.metered s, s!iingks. tJsa blind balling foreae'e t4Yshings:lAt eaves and yvherP Ica dents can
Wetci3 cr StpinnGuad' look Barrier in localities lrhere:lea ks mar be caused by water:hacklrg.
ba ezt owed. Use e- layer of GAF Materials :Drporatlon Mdeatner N)atch' .r $IPrmGUard' Leak
up behind lee or dEtxls dams Eata lachjng most overhung the rotll acige by 3,R' jtOmm) add
:9arnar. Ems Slashing must avedlang the roof 'dga hT 3; (tolnm) and extend 24' (G1Onim}
extend 24" (610mm) beyond the Inside alP line
ba/orM {he Inside *all line. Where ICE dams dr debts dame are Ilct espcc•ted. install '1 Pies of
Smngle Mete' uniiErTavment -
I nna 7. bRck:
� �P^
aim ITP (h � r � 4a-u3 d'•
, 1 rm IP 1021iit -,/" W S Ih Yf
Fo-
L ea n...
2
�t
V
���I
push 1M1 36 RT4vmd� vim 'tdL',(xmnJP Vd 4'TetT�
S��A`a
lmrnft4
Sninnt Ia.N 2 {S1. )eldr lap
tle:layn+en,
ddv 5l i$ ry �iR1 .,
Ag"` Lapp MF,
f (1P IEmtaP
'±t"r J P
Rre d..p°dg i�
- AIP.yr lye plat e, M7(g0 pp Y{.udptay.Imr:l
InP:Cdt)e n EoP d Mf it r.l to a fp Atkjc.
3� (lemrn)gonfovrSaPQ EnraS tl'A: MCC
l eridedaYr uslL _
Starter Course
S
3 First Course
F C
'I asstiowrn.
A h
Apply
I •,f
Skirt and continue wit}i. full s ran les lmdalUsh T th the sinner course. Shin ias ma $it
t
laid item. left to light or right ba 9 it DID NOT lay shingles straight up the Ioo1 Sioca this
stadat ,Ivx ke and
lay in enM,x isrecnon u..,,,n.,„i•e;k
procedure oil cause im mcapect color World on the root and buy damage, the shurgles.
gkni r,uar� p ,U �
Un.A=il,+mail p nLvdL .
-
a
Mla
c:
tul t'Wdr df•h°
I.i A.:4i
ins
TA t152A,rAr P3rrar1 tom'. ma ri+•nm n:
SIY'Y W ' hNn
Iu a
n Ic
I hH]A9 C! d is A )
'mar lap ndan
Second Course
4
Third Course
`.?r
S
thn n I x e s n I gym. Trim 1.21r m'- ire n the End o' the
S a d u l lnu . a a d course s s to E I 1. I
s a (
eilinglC PneiflOrl fhC:,ShjnglCS In the SCf grid and 5Ub5000EFICpefSea RU511 W11h 111P..taps
min from Elie first sftin Ie in a course: then continue tali shin Ins
Trims 9 N P
t i c a
aafV55 the raGf..
Gf the vddecutouts. This rest 1 s di a 5• 1.27mm exposure. Continue atiits full vndlh shin lee at ( t %n g,
S'
eat �fnk a - h dk line oul nven� u" courses to check 3arallel all nmeM ridh aS R r C C : dB 4
across
O
ra^. NOTE: Sha, Id. ti itid from eithPi
s m g y
rtvd
rr„7a
at
le T T' r[i d l a he Ice
1 rlight
etto 1 i ttTRt SI G. Staff t �t r Take
g
L )
p •with slur es bovine 752mm Ed s
g V _ i
trammed from rake.
t
f ur.:a+inre
huylM
'r+rnraf 3Mi�Oq
Fourth an Remaining Courses
d R Co
9
HI andRid e
p 9
,t
Thin 37 4 _ 1 f 1 ii(rm first thinfile in the c.ulse.tllen continue rvi it ski es arrays
( Ili) I ge C , t rig
5 I Y' '
e roof. Fifth " su se want c ors ' . lui. s ci n ua n+ns turn. Step 3: In hand b n Lin, repeat h le ts2r
p P 9 P
rSingle'la P an tcatian n_ I and rid a s ' lens icl apply , s shoran Te nnnani'a
Fri Y PI ssbp a t7l I. Fp a
f mote In OAF T P9BFRTEX' one bundle T'MBE - E Ri f e cr 2U li i-
a a uof RT ){ >if A d lE r
Pp P f�
eat R-D 1 3 .tersj or a double Shyer application of t1nn+Clsar Hip SA doe for GdnL•le Tpph,a idii,
start With triple: thorkmasSa, pTacul Hip & Ridge 51notiles slid rontinue tomainde, noth
trl:ncp r:=
double thickness,-Fastan in serve manner as single appbcation shm,a. Apply lip a ray from
F°II sr ureic -
- poe tdling vAid directroll.
�PrMPo taEn�"
t. e>:.ruwTsu•ta
y PkIY' 1,snvnl
07-1 - fi bo cm -end
.�1 hE tat,aril ddca
'
1
"cm hurt rid
IaiVTrcU hireaum-
B
EXTERIOR DOOR UNITS ANCHOR LOCATION CHART
D
08 SCREW TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE
MINIMUM EMBEDMENT OF I I/8" INTO WOOD BUCK, WHEN INSTALLING IN MASONRY OPENING
INSTALL 3/4" P.T, BUCK STRIP ANDS USE 3/16" TAPCONS WITH MINIMUM EMBEDMENT OF 1 1/4"
INTO MASONRY OR CONCRETE ( BUCK ATTACHMENT DESIGNED BY OTHERS)
USE SILICON CAULK ON DOOR HEAD AND JAMBS AND SEAL PERIMETER
OF EXTERIOR OF DOOR
GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHART J
ON DOOR UNITS WITH LITE KITS WIWI
SHIM MAXIMUM OF 1/411 F
THE INFORMATION PROVIDED ON THIS CHART IS FOR PLAST PRO DOOR INC,
IF OWNER/CONTRACTOR CHOOSES TO USE OTHER MANUFACTURES THEY MUST
PROVIDE PROPER INFORMATION SHOWING INSTALLATION INSTRUCTIONS TO MEET
COMPRESSION RATINGS ON DRAWINGS
FLORIDA PRODUCT APPROVAL " FL 3030 -R2
H
SINGLE DOOR UNIT
)C ALONG EACH 14" OC ALONG
3 SIDE OF DOOR JAMB SIDE OF
UNIT
DOUBLE DOOR UNIT
B
B
E
K
G
B
WINDOW DETAIL FROM EXTERIOR
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR,
ALLOWABLE SHIM STACK TO BE 1/4"
INSTALLATION ANCHOR MUST BE OF SUFFICIENT LENGTH
TO ACHIEVE MINIMUM EMBEDMENT IF 1 1/4" INTO MASONRY
OR CONCRETE. USE 3/4" WOOD BUCK ATTACHED TO MASONRY
)C ALONG EACH WALL DESIGNED BY OTHERS
3 SIDE OF DOOR
USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE
AT HEAD AND JAMB. SILL MUST BE ATTACHED TO SUBSTRATE
WITH VULKENM 116 ADHESIVE OR APPROVED CAULK
GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300
GLASS CHART
ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCONS
SHOULD BE FILLED WITH 08 SCREWS OF SUFFICIENT LENGTH TO
PROVIDE MINIMUM 5/8" EMBEDMENT INTO WOOD BUCK
WINDOWS TO BE INSTALLED USING 3/4" P.T, BUCK STRIP MINIMUM
WIDTH OF WINDOW FRAME INSTALLING IN OPENING
WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL
2 X WOOD BUCK USE *10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 3/8"
MINIMUM EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS
WHEN MULTIPLE UNITS ARE USED THE WINDOW MANUFACTURE
MUST PROVIDE APPROPRIATE MULL BAR AND INSTALLATION
INSTRUCTIONS THAT MEET WIND LOAD PRESSURE RATINGS ON
DRAWINGS
FLORIDA EXTRUDERS/ MILE STONE WINDOW SERIES 1000 SINGLE HUNG
SHOWN, THIS CHART ALSO APPLIES TO 1500 AND 2000 SERIES WINDOWS
. Wall Flashing (Stood Float to Vertical Wall)
tB
Chimney Flashing
9
Vfi-4r,m
`SKe: Idng
Sid.^y.
Hxca� Sri K]*siiiv:'
taxi M1ssr D r�R .n Sr nP>
r i>r
'{tEymmj:Im.
'. r Er*c1.T.crMos - sn
®
AIc61 Fla�hrvd
(NeIT=n1°I"c dadl. noi.le.a'�m"SdcwEj.
-�Ndr
jJ` ���
'
G n0oa-oPNd<NOa-
In� I ,HaRmfrcy Gelnera
�
pro4ny Ca: e+d
�-,
'.r sNpuIC
.••'x
-, Ivxa net
- •._&'
10 Valley Constriction -Closed Cut
f i Valley Construction -Open
x.
mitt
EM
..R'-"-'-`
iE!n r� "
1'.' ^
�m]'I. TEmnrnaimra
Der,
u�ll urc,alnt,�(i5.imel
a i a
Prec bn Notes
ry
Ris oofinn
R P
g
1
nd el s I T I w '1- as haN sni ks. Becdusa ni thenanoa.
Tmlt>9rllne S Tes h rs are Ill toss se f wall
a fT p rig
f
If a tl as hAl III 1 le m ale to tome n I r. I JCR ❑ I I efavenorcuC t 3 • as laosn coded or IidFd ski n-
p f
{ 0 4
1 Its P II w III s` I
chnmctfdsfics MITI ln tl ua It Water rnafiA matNna 1 ad, n3xs sn r f¢s I Je. stiff Inca d
p 0 p tl-
Y _P
f !III
IC%I
I i I v'. t r i t n s l tl !r mP•. r I
+>s. re are with rn v uk0 ust to c e a J he ouh u< n 1 le Nn a 'Man an A all nc :,
p f P nRwf
P rHI a 1 .
A _I h
$n ilm[w h I3 de rib
1 f tot tYdattlL4.
J/Pail er aNVj.
t RuntllEs dhoultl not ha drepued on xdg¢ riot shoo d attempt ba made Co "'a"ata stdnpla<by
al ns: rice an I L I a tM ou bent IRs
d 1 J fl
em f6e d smooth sur�i.icN Frslen,trs rile,; be u1 su'hcrlit IenyU to penetrate tiJF .vovdda9k at ImNaSt
erasion ,"'o
'ov r f rr r IUas..
'bras 1 a W l J othe hu I I.
a. a
3,d'd19nm u•. tiro 1 D Ito: ra v i I sin
uI t d 1 Im+cwu d. FD J otna b0 F ILSI vchun r a Lam .
j J a P P4
i�
2 Han 0 ..bin tes can easu+ tie broke m cold Y Rihei rth'ir d . tl< he[
dIP 1 / n T F a e ed US aloe ¢ In
v P g a
Mr. Sh, le. can 6 a J II d oT � T§i d hm les'ri - a dl i al hx k n v e
/Y ,t 5 a. e e D S hC rNC t U e been Id U to 10 id
g In o p P
ecaret
Weather.
v ethe
T acceptable bk Smooth sL iota. This incinds cdttin na K old smn les at et •es and rakes and
a m t g g /
� All eY{1d5P.dlnifnrlal. mllSt'bP. 0f Ga5S.A tYPe,..
• S.. I... I
in g
installing new n' Cd P.il I Sr R.-. Make UHaCE '11'r U Pad it0 rlt
1 Sid g a 0 an9 tlp..aS.neadCd.. k�.K 5 Sp1UY,1 did use 584. in dsl l(..
4 Stiria r should he in ovele l von darEa-nihzlnuiin gem elohoe llA'F 43'C. 5tafN
g c h ne
d':necessary,Install p.a mlrinrlA olEnt tU mainain Giasc A ratini.
y 'f
1 if tjob.li are to be. double Slacked.n
on lilt surface and. use x+rtlght egualier,,h ho
e ec h>r• b T bra sde not Trial t';iltl
Shingles _lust b. mot led True woe
n_ ;mal ., unan s, rpd.,t Dp to Store 1 s
:W I ssok. ,eth.ale ess kiNT1ED !W iY-6nl".A 6F 1i' dsi! R 1-.• alh-
V P f La L 1Ep A Pp OTT. sit Ifs
i,. i. -J
ri
f .s.. adr.hns etc o..n snob hi: All Wiled raduct in�$t be stared on ends.
pipes. g P
j".a,,r-I,,:`n5.5,'I, Sri nix sag r:3x+Ai'•I..r nrF tc'.uCIB(nEd fr,^rtn raF hiaiw�b'IS GOl 9relXrvar at
f. W.. 1
,P P
xr+tx Rf CG A a ta+0n I TiWi n trrp;pnns snag oR tn= ors Tsihetl • N, ) In.atl o T r n P 11D I V
11TAPORTAN7: Repair leaks prom+4tty to avoid adverse effeels. Ismaillhg mold grevilh
i92CU4 fAf h.Nrixl,: Carrxnnlnn F.P1GU.�IIPIA,h:N ,17225f11
WINDOW 3/16' TAPCON LOCATION cw ART
CALL
SIZE
BUCK SIZE
LOCATION IN HEAD
LOCATION IN JAMB
30 POP TO 40 POP
41 POP TO 10 POP
30 PSF TO 40 POP
41 POP TO 10 POP
12
181/8X25
B
B
F,G4
F,G
13
18 1/8 X 31 3/8
B
B
F, G
F, G
14
18 1/8 X 49 5/8
B
F, G
F, G
14-5
18 1/8 X 55 1/4
5B
F, G
F, G
15
18 1/8 X 62
5
B
F, G
F, G
I6
is1/8X11
5
B
F,G
F,G, ,I
IS
Is 1/8 X 83
B
F, G
F, , J, K
IH2 / 32/2
25 1/2 X 25
B
B
F, G
F, G
IH3 / 33/2
25 1/2 X 31 3/8
B
B
F, G
F, G
IH4 / 34/2
25 1/2 X 49 5/8
B
B
F, G
F, G, r I
I1-14-5 / 34-5/2
25 1/2 X 55 114
B
B
F, G
F, G, H, 1
IH5 / 35/2
25 1/2 X 62
B
B
F, G
F, G, H,
& 3612
251/2X11
B
B
F,G
11111 / 31/2
25 1/2 X 83
B
F, G, J, K
F, G, J, K
30 1/2 X 26
29 1/2 X 25
B
B
F, G
F, G
30 1/2 X 38 3/8
29 1/2 X 31 3/8
B
B
F, G
G
30 1/2 X 50 5/8
29 1/2 X 49 5/8
B
B
F, G
F, G, H, I
30 1/2 X 56 1/4
29 1/2 X 55 1/4
B
B
F, G
F, G, , 1
30 1/2 X 63
29 1/2 X 62
B
B
P, G
F, G, , I
301/2X12
215 1/2 X 11
B
B
F,G,H,I
F,G, ,1
30 1/2 X 84
B
B
F, G, J, K
22
25 1/2 X 25
B
B
F, G
23
25 1/2 X 31 3/8
B
B
F, G
24
25 1/2 X 49 5/8
g
F, G
F, G, H,
24-5
25 1/2 X 55 114
B
B
F, G
F, G,
25
25 1/2 X 62
B
B
F, G, H, I
26
X 11
B
B
D, E, F, G, W,
B
B
F, G, J, K
F, G, H, I, J, K
42 X 26
41 X 25
B
B
F, G
F.
42X363/8
41X313/0
42X505/8
41X495/8
B
$
F,G
F,G,H,1
42 X 56 1/4
41 X 55 1/4
B
B
F, G, H, I
F, G, H, I
42X'1
41X62
B
B
F,G,H,I
D,E,F,G,H,1
42X12
41X11
B
B
F,G,H,I
D,E,F,G,H,1
42 X 84
41 X 83
B
5
F, G, J, K
F, G, W, I, J, K
48X26
41X25
B
A,C:
F,G
F,G
41X313/8
B
A,C
F,G
F,G,H,1
48 X 50 5/8
41 X 49 5/8
B
A, C
F, G
F, G, W, 1
48 X 56 1/4
41 X 55 1/4
B
A, C
F, G, H, I
F, G, H, 1
48X63
41XC72
B
A,C
F, G, III, I
D,E,F,G,H,I
48X12
41X11
B
A,C
F,G, , I
,E,F,G,H,1
48X84
41X83
B
A, 0
F,G,J, K
D,E,F,G,H,1,J,K
32
52 1/8 X 25
B
A, C
F, G
F, G
33
52 I/$ X 31 3/8
B
A, C
F, G
F, G, H, 1
34
52 1/8 X 49 5/8
B
A, C
F, G, H, I
F, G, H, 1
34-5
52 1/8 X 55 1/4
B
A, C
, G, H, I
D, E, F, G, H, 1
35
52 1/8 X 62
B
A, C
F, G, , 1
D, E, F, G, K 1
36
52 1/8 X 11
B
A, C
F, G, H, I
D, E, F, G, H, 1
31
52 1/8 X 83
B
A, C
F, G, J, K
D, H, F, G, H, I, J, K
THE INFORMATION PROVIDED ON THIS CHART IS FOR FLORIDA EXTRUDERS
INC, l MILE STONE WINDOW MANUFACTURE. IF OWNER/CONTRACTOR CHOOSES
TO USE OTHER MANUFACTURES THEY MUST PROVIDE PROPER INFORMATION
8140WING INSTALLATION INSTRUCTIONS TO MEET COMPRESSION RATINGS ON
DRAWINGS
FLORIDA PRODUCT APPROVAL • FL 42-R3 SINGLE HUNG WINDOWS
FL 44-R3 FIXED GLASS
FL 43-R3 HORIZONTAL SLIDERS
FL 3136-R1 MULLIONS
O
ti
O
N
N
Z
O
Z
w
z
O
N ts>t L
N 04
IL M M
W
G
Q
m Q X
V
O
I_
a
I�
O
N
N
O
3
�.
G
Z
Q N
ILU n
N 0 CM
00 Q M
O
J
a
H
W
W
�
LLIN
G
W
r
O
Cr
(i
r
O
CD
r
O
La
,
z
iD
J
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ZZ
O
-
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O
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:3
-
I�
O
a
m
W
� O
orry Q
To
Q
ao
O
LL
0
v
0
,�
N
LU
�
W
=
M
N
HLL5
O
o
o°
LLV
GJ
'V,
O