HomeMy WebLinkAbout37752-37758 Prairie Rose LpIr111.11R i I I.rl'II grrI
10
t
MEAN ROOF HEIGHT
-77
FIBERGLASS SHINGLES
FRONT ELEVATION -UNIT 5
FWZMA APPROVED PBODIICl'S LIST
Parent Approval
Manufacturer T
_ Category
_ Subcategory __ App/Seq # Pt+odoct Mold # or Name
Model Description
FL11321.1
Builders Hardware, Inc.
Exterior Doors
Swm ing_Ext. Door
Opaiue Fiberglass Door
Entry Door
FL15220.1
Plastico, Inc.
Exterior Doors
Swinging Ext. Door Assemblies
+Oaque Fiberglass Door
Glazed Fiberglass Door
-
FL15279-RI
- - -_ -
Clopay Building Products Co panny
Exterior Doors
Sectional Ext. Door Assemblies
;
FL15349-RI
MI Windows and Doors
Windows
Fixed
I Model 185PW
Aluminum
FL3664-R3
�-- -
Tamko Building Products
Roofing
-- - - - -
Underlayments
-
TW Underlayment
-
Self -Adhering Rubberized
FL4968.1
Guardian Buildm Products -_Ashley --
_ .
Panel Walls
Soffits - - - - -
_ ---- - _- -
16" Quad Four Q/4
- -
Aluminum
FL9792-R5
Atlas RoofingCorporation
Roofing
9
Asphalt Shingles '
g
StormMaster Shake
Fiberglass Reinforced
FL11473-R2
Simpson Strong -Tie Co.
_ _
Structural Components
Wood Connectors Anchors
LSUU210
Adjustable Hanger
FL11473-R2
I Simpson Strong -Tie Co,
g-
Structural Components
p
Wood Connectors Anchors
,HETA
Embedded Truss Anchor
_
FL11473-R2
_----._. -- - -
Simpson Strong -Tie -Co_
--
Structural Components
- - -- -''
Wood Connectors Anchors
I _ _
META
Embedded Truss Anchor
Simpson Strong -Tie Co. j
Structural Components
Wood Connectors Anchors
--- - -
Snnpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
j Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
Strap Ties
FL11473-R2
Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
LSTA12
Strap Ties
FL11473-R2
Simpson Strong -Tie Co.
Structural Components
Wood Connectors Anchors
H2.5
Truss Tie
NOTE Qom'
FLORIDA. APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES
AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
THOWTLAM ITT TIRE AIIIIINIMUM OF THE 2010 FLORIDA RESIDE TIAL BUIDINIG CODE,
FBC 2010, R ABIIE 7-10.
1. CONOW11E, SHALL BAVB A OF 2,000 PSI (UNLESS NOTED GIHlI WEE) @ 28 DAYS.
2. 9111111111111111, SIHAI.L HAS Arai VNEDSPRENGTH OF 40,000 PSI IN ACCORDANCE WITH ASTM A 615.
3. COPX311111IM40AUNWINNES, IF ANY, iAdsL &LOW COW LOAD HEARINGS IN ACCORDANCE TO ASTM C90
ORC143,1'
4. GROUT, IF ANY, SH LL HAVE 3/8" 981, &11 INCH SLUMP 2,= PSI AS PER ASTM C476.
5. AR;IIt ANY, SEAU- BE TY903 *6R*H6CD 0i� ASTM C270.
& TIIHI O FGi iGN BAM°SiilmL n G ID CORNERS BY IHINIDRNG THE BAR IN ACCORDANCE
VNM 21111111113.4 OF IWINM 10A9. IN HBwiI C'1A Z BAR LAP SHALL BE 40 DIAMETER LIKEWISE, THE BOND
BEAMADERHMMdOW SHALL BE ALL COIRNIIiS.
7. AT C PLY ;4 TOOR OTHER FRAMING WITH COMMON NAILS FOR GABLE
A. 4" O.C. 1lB O
B. 6" 0C.
8. 4" X 4" G LL& AT THE BASE OF WALL.
9. AEI. L D� TO IN #2 SOCTTHBRN YELLOW PINE (OR EQUAL
10. ArisL R"% A41IIIIIIIIIIIII OF M - 21M" 9'l M NAM DIMBC1LY UNDER THE MDER AND DOUEM
1Fi:A1'88.
11. I 116A#R^JFACF ieF a 1941E IN ACCORDANCE WITH THB LATEST IM DESIGN
Rl@N6lIk. T!)� >ET� TO FURNISH ALL REACTION LOADS FOR DEAD LOADS,
JJW_ ,IFAADB ANIB,V, LOAM. 781111911111111111M TRUSS LAYOUT AND DETAILS SIGNED BY A FLORIDA
12.=Plt6l+TT ARAM BOW VARSOW G&TAtM E ORS, CLADDINTQ A 0 COI TTB ARE SUBNIITTED
VIiFTH -TINE "ABCVING GArL 11lIAWA LN AM TBCHNr. AL MATHINAL q 1 7 ICATLGNS.
13. ALL A9 ffiRBAR WALS OR SPEAR WALL S mmm WITH
LAIR A WALL BY1111111WY4 MEA&PERTHE REQiJ '1'3 OF TM NATIONiAL COINCRETE
MSC Tlt IRS A IS NOT USA FOR. TTHI EIRTTRB BUI1D0M ; LENGTH OF
ACMV. BWR W" MU
14. ALL 5 1 tD'N EACH SIDE Olt AND FILLED VVTTH (It10RTT.
12 t81T EACH SIDR3 Olt GONG
15. TO VINMY ALL IN THE FIBIA.
16. ANiIY ( .'L�Q S ii88 BY TT38 PSOFBS L ENC DOM ORF RBCORD.
A. BAd[C VfiDID =1403�ii /1M9NM 3 88C. GUST
B. FAMIL CAGY II
C. APPLACARES HWMMNAL P = W1114MARD
LS WARD d:0.18
19. 98L NUM AS a916A[TED 18 959AldBNWMDIWAfRIM, ADM D1557.
FOUNDATION NOTES
VERIFY LOCATION OF BUILDING AT SITE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, MAX LANDING, AND
STEPS, AS GRADE REQuIRE3. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER.
1. PREPARE SOIL TO RECEIVE 4" CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN, WELL COMPACTED, TERMITE
TREATED FILL.
2. ALL FOOTINGS TO BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED).
3. ALL THIS SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS
AS MAYBE REQUIRED PER CODE).
4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #5 REBAR EACH WAY ONLESS NOTED).
5. ALL TECKE ED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
&THICK SLAB AT FLOOR BEEVA17ON CHANGE IS TO BE 8" D X 16" W/2.0 REBAR CONTINUOUS.
7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TM-BEAAL
8. PITCH SLAB AT GRADE AT 1" IN 10' TYPICAL (IN DIRECTION OF ARROW).
9. RECESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB I In" PAST BLACK FACE.
10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 1/2" PAST BLACK FACE.
&Wv0LMJZJMM5JEJ'M@NJL_,' Ir FOR REVIEW
12. COR4D ERER COMPRBS30�R PAD 3 FP C�% FROM WALT, TYPICAL OR A3 PLANS. OF FOUNDATION DESIGN.
13. ALL STONE OR BRICK VDUM FOOTINGS TO BE 22" W X 10" D W/ 345 REBAR4 CONTINUOUS.
14. ALL FOOTING FOR 2 STORY TO BE 20" W X Hr D W/ 345 REBAR CONTINUOUS.
15. AIL THICK SLAB 03BI L FOOTING) W/ 2 STORIES BEARING TO BE 20" W x 20" D W/ 3- #5 REBARS
( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER CODE.)
16. THICK SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CHANGE IN FLOOR ELEVATION SHALL BE A MIN.
16" D X 16" W CONTINUOUS.
18. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGISTERED TBRMI ICIDBS.
1. ALL FRAMING MEI MERS SHALL BE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THOSE GIVEN BY THE SOUTHERN
PINE INSPECTION BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 (MRGMUM ALLOWABLE BENDING STRESS-129OPSI FOR SINM E
HERS USES AND 1400 PST FOR REPETITIVE MIIIMBER. USES. MODULES OF ELASTICITY-1,600.00 PSI)
2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR. SUPPORTING WALL OR BEAMS
WITH HURRICANE CLIPS OR ANCHORS AS NOTED.
4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THENATIONAL DESIGN
SPECIFICATION FORS B LUMElW AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION
5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WITH AN ENGINEER. SEAL FOR APPROVAL.
DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION
OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICNSE TO FABRICATE TRUSSES UTH Z NG THE CONNECTORS SYSTEM PROPOSED.
7. BRIDGING FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER IN ADDITION TO MEMBER. SHOW ON
DRAWINGS.
8. ROOF DECKS SHALL BE 1/2" PLYWOOD OR OSB FOR FIBERGLASS SHINM E ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY
TILE ROOFS. USE 8D NAILS WITH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE
PLY CLIPS AT UNSUPPORTED EDGES.
9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPBCQtICA17ON FOR WOOD CONSTRUCTION" LATEST
ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
10. ROOF LIVE LOAD = 20 PSF. ROOF DEAD LOAD = 20 PSF
11. GABLE ENDWALLS ADJACENT TO CATHEDRAL CII.IINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
12
nr�," 4
u uu
PLUMBING NOTES
WALL O.A.H.
FIN. FLOOR
1. PROVIDE PLUMBING FIXTURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUPPLIES
AND ESCUTCHEONS,
2. ALL PLL%&BINNG SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUTv MO CODES AND LOCAL ORDINANCES.
3. SOIL WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC.
4. ALL WATER PIPING SHALL BY TYPE "Lm WITH 95-5 SOLDERED JOINTS OR C.P.V.C.
5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMH AR METALS SHALL BE COATED WITH TAR ENAMEL. AW WA-C,203
OR EQUAL.
6. PROVIDE DWIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND KITCHEN SINK INSTALLATIONS.
7. RUN ALL PIPES CONCEALED IN WALL, FLOORS, ABOVE CML 4GS OR BELOW GRADE
8. VERIFY ALL ROUGH IN REQUIREMENTS WITH THE FIXTURES THAT ARE SELECTED
9. COORDINATE ALL WORK WITH TRADES.
10. PROVIDE FULL SIZE PIPING FROM HOT WATER P&T WALVE TO EXTERIOR.
11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAPPED WITH 10-ML VIM PLUACIIIINIG TAPE.
12. HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
13.40 GALLON WATER HEATER.
14. TANS TYPE WATER CLOSET VOLUME 1.5 GALLONS.
15. WATER FLOW RATE. SHOWER HEIADS 2.5 GPM PRIVATE FACIIITES 2.2B GPM
16. PLUACEIRS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED.
17. THERMAL EXPANSION PROTECTION IS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A BACMDWN PREVENTION DEVICE.
18. ALL BACGtLOWN PREVENTION DEVICES ARE REQUIRED TO BE TESTED AND TEST RESULTS SUBMITTED TO THE BUILDING DEPARTMENT
BEFORE THE CERTIFICATE OF OCCUPANCY IS ISSSUIID.
19. IN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST IGNITION SOURCE IS 18" ABLOVB THE FLOOR
INCLUDING ELECTRIC WATER HEATERS.
GENERAL NOTES
1. BUILDER WILL VERIFY ALL DIMEI NSIONS SHOWN OR IMPLIED BEFORE STARTING ANY WORK.
2. BUILDER WILL COMPLY WITH ALL BUILDING CODES BOTH STATE AND LOCAL, AND COMPLY WITH ALL LOCAL AUTHORITIES
HAVING J[JRISDICIION.
31T IS TNB CONTRACTORS SOLE RESPONSIBILM TO RMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
BUILDING AND COMPONENT PARTS DURING ERECTION THIS INCLUDES BUT IS NOT LDHIED TO THE ADDITION WHATEVER 1IMPORARY
BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERWM AND SHALL CONFORM TO THE
ARGIIITECTURAL DRAWINGS,
5. NAIL AND GLUE BUCKS, THE WOOD BETWEENi THE DOOR JAMB AND THE WALL.
6. THE MULLIONS - STRIPS BETWEEN A SERIES OF WINDOWS - MUST BE CERTIFIED TO WIITISTAND THE DESIGNED WIND CAPACITY.
7. WINDOWS AND GLASS DOORS MUST MEET T13B IMPACT STANDARDS. WINDOW MF1I1 MUST HAVE LABELS ATTACHED LIST M
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ON UNTIL
THE FINAL INSPECTION.
8. WALL SIDING, INCLUDING BRICK FACING, PAIIVTED BLOCK OR STUCCO, MUST END 6 INCHES ABOVE THE GROUND TO ALLOW FOR FUTURE
TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARB BAND OR APPLY A PLASTER LIKE FINISH LESS THAN 518 INCH THICK
DIRECTLY TO THE FOUNDATION WALL.
9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA,UM, SHALL BE
SAFETY GLAZED.
10. BATHROOM VENTILATION MUST BE MECHNICALLY EXHAUSTS TO BUILDING EXTERIOR
11. EQUIPMENT DISCONNECT MUST BE W1THIIN SITE.
12. TIRE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN V-0" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT IS IN THE ATTIC.
13. A FLOAT SWITCH TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATION
DRAIN IS STOPPED UP MUST BE INSTALLED IF THE AIR HANDLER UNIT IS IN THE ATTIC.
16. ALL MECHAMCAL EQUIPMENT INCLUDING .A/C CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST
LOCATION WIND LOADS.
MASONRY NOTES: MASONRY/CONCRETE NOTES
1. ALL MASONRY IS TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI; WITH A MNINIMUM COMPRESSIVE STRMWIH
OF 1000 PSI.
2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 25W PSL
CONCRETE NOTES;
1. ALL CONCRETE SHALL HAVE A IvIINIvIUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
2. ALL REINFORCING STEEL TO BE NEW DOMESTIC DEFORMED BILLET SIM, CONFORMING NG TO ASTM A-615 GRADE 40 EXCEPT THAT
TIES MAY BE DOMESTIC STEEL CONFORMING TO ASTM A-615 GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO A 185.
4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPBNINGS,SLEBVBS,ANCHOR BOLTS) NSERTS E=. AS REQUIRED BY OTHER TRADES
BEFORE CONCRETE IS PLACED. NO SLEEVBS,OPENNINGS PR INESBRTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY TEE
ARCHITECT AND SHOWN ON SHOP DRAWINGS.
5. ALL REINFORCING DETAILS TO CONFORM TO wh ANUEL OF STANDARD PRACTICE FOR DETAUMO REINFORCED CONCRETE STRUCTURES,
AC 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
6. PROVIDE SPACERS,CHAIRS,BOLTS,ETC. AS REQUMW TO AS CB AND SUPPORT ALL REINFORCING IN PLACE.
7. PROVIDE CORNER BARS FOR ALL FOOTINGS.
8. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE Elvl»DED 5 INCEIES TNT axx FOOTINGS
AND A M01NIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL, REINFORCEMENT A MINIMUM OF 25 IINCHES.
9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEII.INGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
Me
M
0
PREVAILING't r
CODES, FLORIDA BUTT
CODE, NATIONAL ELECTRIC
CITYOFZEPHMILLS ORInvODE,'
NOTES
11. -- i - , - - 11 Pr F 'Im pr 7 1.1. f 1 PUT r 111 4 . f
MEAN ROOF HEIGHT
12
� F -=_� I I�ul �
FIBERGLASS SHINGLES
4
I. 29'-8' L L 24'-4' L L Lol 29'-8' 1
W4
12
4 1
ROOF O.A.H.
ROOF O.A.H.
CD —4
,LL O.A.H.
1-00
C)
co
FLOOR J i
00
z
0
w- � 4n
W
BEET
0
I
00
0
I
tD
0
I
v�
—Ar
14'-4'
�.L
11'-8'
INN
12'-8'
2'-0" o 2'-0' 5'— 4'
_
10
_�
r � I �
1 I ----------------------- ■ ■ ■ ■------------------------- ■ ■ ■ ■
I F--------- --- - I
--------------- -
I I I 1 I I I I I I
L -T--J I I 5 1 1 I I I I
I I I W' I I II II
5 i i i $ 4-0 10.I i iI
� $ I I I i�i � I I■ I I
I 8' i i i ■
,_ r ,_ r I I I I I I I I I
I -4_. -0'-4' 3 4 I I I 3'_4r 3'_4r I I I I I
M0 I I I0 I I I I I
MO
ASSUMED ELEV. I 1 I -0'-4" I I i I I
ASSUMED ELEV.
I i i i i ii■
I I I I II II
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 -- - - - - - - - - - - - - - - - - - -- J II II
I � II II I II II
10
I I II II I II II
I 1 € II 11 1 I I� II
I II II I II II
I � II II I I II
I I II II I I II
■
■ I I I j■ I I I I I I
I I II II I I
I � II II I II II
0'-0"
ASSUMED ELEV. i I I I I I 0'-0-0"
USS OL
MED ELEV. Y 1
I II II
■ I � I I■ I I I I I
I 1
I � I
II it
■ i I ® i' ii I li II
I
I
I
I
I
I
I
I
I
■
I
I
€
I
I
I
■
I
I
I
€
I
I
I
I
■
I
I
30'-4'
21'-76'
5'-4' I 4'-0',
I
El --------------■ ■
--------- ------------------
5
1
I I 8" I I
I 1
Lu
I
I ,
I
■ i ■
I 3'-4' i,731 3'-4' i 1
t MID
I -O'-4` I
I
I ASSUMED ELEV. I I
I I 1
I I I
■, ■■ ■ ■ ■
---- - - - T ------- ---------------
I II II ,
, II II ,
j " ■ I I j
II II I
0'
ASSUMED ELEV, I I I I
j I I I I j 0'-0"
■ I I , ASSUMED ELEV.
I II II ,
II II ,
I II I
I II I
I 1 ■ I I
4" SHW EFLS
I II I
I II I
■'I
I II I
I II I
I I I — 1 ---- li
F- 7 ii■ii i ii■ii i- �I I ■ii i.._.�W
11_.._I
I II II I I I II II I I j II II
I DW ii ii i LDW-J ii ii LEI
I I L®...j II II I II II
I II I 11 II ,
SHEET NOTES
REF. DWG. S-2 FOR DETAILS
12' X 20' MONOLITHIC FOOTING W/ (2) J5 REBARS
�1
16' X 16" MONOLITHIC FOOTING W/ (2) #5 REBARS
O
12' X 16' THICKEN EDGE W/ (2) #5 REBARS
(3
12" X 16" THICKEN EDGE W/ (2) #5 REBAR
8' X 16' THICKEN EDGE W/ (2) #5 REBARS
�5
30" X 30' X 12' PAD W/ (3) #5 BARS EACH WAY
15 DOWEL EWED ACI STD. BEND 6" IN FTG.
�]
PRONDE 25" AUCTION ABV. F.F. FOR W.
GROUT CELLS SOLID.
II II I I
I II II ► I
11 II I '
1 1■ I I I ■
� II II I
4" RECESS
I ii ii i SHW FL li II
� II II I II II
I i i■ i i i l i■ I I
I II I 1
I SHW FL
I I II
I II II I II II
I I II II I I I
C)I I II
I I % II■II j I %10 7 II II
I II II ► II II
I i i i i 100 i II l i I I
I I II II I `
o II II
I II II 11 I I
I II II I I 11 II
I II■II 1 Qj I�■II
I
I
I
I
I
I
I
I
I
I
I
i
I
I
I
I
I
€
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
€
I
I
I
I
L--------------------
12'-0'
WASHER fRRYER
FIELD LOCATE II I I u
A/C CHASE
IVERIFY LOCATION I I I (L
W/ A/C TRADE
� I v II II
II II (U I II II
I � �■ I v I I I■ I I
A/HI oil
II I II II
FIELD LOCATE
I II
A/C CHASE i l
I ■ t (VERIFY LOCATION I
■
WASHER & DRYER 11 ' i W/ A/C TRADE
li ii I
I II II
I
I II
I 1 1 A/H
-- -- - - ----- ----�I 11
II
� li■ii i li■II
I II I I II
I II
1 II II
I II II
I II II I I
I II II , II II
II II ,
KITCHEN
1 � II II
I II II I
I I I I I I I I
I o I I I I I FIELD LOCATE
A/C CHASE
II WASHER DRYER i i■ i i i VERIFY LOCATION
W/ A/C TRADE
I I II
I I ,
1 ^ II I
I I �?
I O ■I
WASHER & DRYER A/C
t I II
I I II
I II
FIELD LOCATE I ' ■ " UTILITY ROOM
A/C CHA
VERIFY LOCATIO
W/ A/C TRADE A/H -----------------------------�
._____----_- II II I
I II II I
1 i i■ I I
■ii � ' ii■ii I �J [loll I
II II 1 II II I II II I 1
II II I II II I II II I 1
-0'-4' I I I I I -0 -4 I I I I -0'-4" , I I I I -0.-4. I I
ASSUMED ELEV. I I I I i ASSUMED ELEV. i i i ASSUMED El EV. i ASSUMED ELEV.
I ii 11 I II II I II II I I
I II II I II II I II II I I
I II II I II II I II II I I
1 I I■ I I I I I■ I I I I I■ I I I I
I 11 II 1 I I I'
I II II I II II I I
I II
II 11
I II
1 $ II II I II 11 $ I I
I II II 1 �' II II � ' _____I
--------------------L-- 4 - 1--------------------=--------L-- II II r--1----------------------- - L
I
%■■ ■'' I II■ ■ ■ ■ ■ , II■�� j ■ ■ ■ ■
I 11 I I I 1 1 1
I I II I € I II II I I
3'-4' .2'-0'
I 1 J -14 10 1ti- I I C -u J -`r
I I 11 I 1 I I I I I I
• ' -0'-4" dkI 11 . € -0'-4' d6, 4-4" I
p ■ 1 11 ■ o ■ I I ■ I I 1■ 1 0
ASSUMED ELEV. ' 1 II 1 ASSUMED ELEV. I I I I I 1 ASSUMED ELEV, I
0o I i j j 00 j I I I I I 00
1 5 I 11 I I II I I 1 '
r -1---1
I I I 11 I I I I ILL 1 I I
I I -- L----------------------------JI 1■ 1 L--------------------------I L1--------------------------i I ■ I
I F.
- I F----- ----------i I
'of I
5'-4' 2'-0' 9'-0' �2'—Q'r 11 7,_4, 2,_0" 9,_0, 2,_0" 9,_0" 2,_p,
6 6 5 6
18'-4' 7'-4' 5'-4' 24'-0' 5'-4' 7'-4'
UNIT 5-1-
5-2
34'-8'
5-3
I 1
I I
I 1
$ i 1
N I
I
L---------------
-jI
13'-4'
I
I
I
I
--J
I-
/_n•
' A r
UNIT 5-
-4
---------------------�
I
I
I
I
4'-0'
■
I
I
I
1
1
I
I
■
I
I
I
I
p
I
I
I
I
I
I
�
I
I
I
I
I
■
I
I
I
I
I
7 I
■
'
4'-34
0
I
P.
00
I
0
SEE
4
:4
1 1 fl/_(1//
oa
w
ei
�
a
U
kn
i', ►w
�
�
o
M
e
A
SHEE
5
ROOFPLAN
30'-0'
11'-8r
r
25 S.H. 1/1
UNIT 5-1
UNIT 5-1
UNIT 5-2
UNIT 5-3
UNIT 5-4
3 BR AREA
2
BR AREA
2 BR AREA
3
BR AREA
1435
SF
LIVING
AREA:
1267 SF
LIVING AREA:
1267 SF LIVING AREA:
1536 SF
LIVING AREA:
279
SF
GARAGE
AREA:
1263 SF
GARAGE AREA:
263 SF GARAGE AREA:
276 SF
GARAGE AREA:
115
SF
LANAI
AREA:
96 SF
LANAI AREA:
96 SF LANAI AREA:
87 SF
LANAI AREA:
43 SF ENTRY
UNIT TOTAL: 1272 SF
AREA:
43 SF
ItNIT TOTAL:
ENTRY AREA:
1669 SF
43 SF ENTRY AREA:
22 SF
ENTRY AREA:
AT TOTAL: 1669 SF
UNIT TOTAL:
1921 SF
UNIT 5-2
25 S.H. 1/1
EGRESS
a A �
BEET
6A
SCALE: i/a"
1'-0"
4'-6r
I
c
R
25 S.H. 1/1
EGRESS
25'-0'
UNIT 5-3
UNIT 5-1 UNIT 5-2 UNIT 5-3 UNIT 5-4
3 BR AREA 2 BR AREA 2 BR AREA 3 BR AREA
1435 SF LIVING AREA: 1267 SF LIVING AREA: 1267 SF LIVING AREA: 1536 SF LINNG AREA:
279 SF GARAGE AREA:-263 SF GARAGE AREA: 1263 SF GARAGE AREA: 276 SF GARAGE AREA:
115 SF LANAI AREA: 96 SF LANAI AREA: 96 SF LANAI AREA: 87 SF LANAI AREA:
43 SF ENTRY AREA: 43 SF ENTRY AREA: 43 SF ENTRY AREA: 22 SF ENTRY AREA:
UNIT TOTAL• 1872 SF UNT TOTAL: 1669 SF ALT TOTAL: 1669 SF JUNIT TOTAL• 1921 SF
,��,,, 30'-4'
UNIT 5-
il
SCALE: 1/4 11-0))
00
=1
iEET
6B
■
0
(N
N
L"
N
0
N
vs
III W
N
IN
Lo W
N
25 S.H. 1/1 25 S.H. 1/1 25 S.H. 1/1 25 S.H. 1/1 25 S.H. 1/1
EGRESS �]Gn25 S.H. 1/1 GF1 . m EGRESS EGRESS GFl EGRESS �]GnEGRESS
I PRECAST LINTEL PRECAST LINTEL PRECAST LINTEL 110111111111111 111111111111411 PRECAST LINTEL
ARP An4P AnP AR V AnP AFl
AFl An !
LANAI LANAI LANAI
AN
11PO MASTER BEDROOM AR 0 AR � AB Ar Gn � BEDROOM #3 BEDROOM #2 LAI
\ GR \GA MASTER BEDROOM MASTER BEDROOMGH
Afl
24 S.H. 1/1 MIP \ 24 S.H. 1/1 1 24 S.H. 1/1 GA NPdt
/ 3068 / I
I qp AR / AR I I I WP GFl I
In � / \ \ _ _ _ GREAT ROOM // \ \ 2868
11111111111
/ GREAT ROOM
AR / AR �\`_= j �\\ II 4068 5068
SD �\\ I I ---CLOSET __ ---- CLOSET-----
GREAT ROOMAR A
SD ----CLOSET
\
i SD
AFl ?�a ti \\I 8
/ / I I IiZI � \
GR W I z co
N \
IT
W.I.C. W.I.C.
CID
\ \\ L-----� � `-----J DINING
I W.I.C. I BATH #2
\ L _ _ _ _J \ 1 // / GREAT ROOM
\\ \ \\ \\ \\ SHRECEESS MASTER BATH �� MASTER BATH 4" REFL FS I I I
\\\ MASTER BATH
\ II 1 1\ I 1 I
\\ 11 �) 0 I I \ \ \
EC I I I I \
11 LINEN SHW FL
DINING I I i / c;Fl `` \ I I DINING GA i DW i \I
-- I /� f/ DW DINING I j ,( / DW I DW \ i i / �% /
N
Gn / �o G n 1 1 / 1 I GA i I I ► / 00 /KITCHEdb
N 11
1 \ II
3 \ j I 1 1 5068 BF PAN/PAN % / // \b
! ! \ LICHEN \ 1 KITCH N I ! I I I 5068 BF PAN/PAN I I
1 I 3 r l GA 3 GFl )OKITCHEN)O� � !II I I I �3
UTILITY ROOM
All \ \ UTILITY ROOM q1, \ \ 1 1 PANTRY I ,
WASHER do DRYER _ _\� � � \ \ WASHER do DRYER GA REF. $ ------ \
BEDROOM #3 , — — — — \ 0 _ sy } \ 1 \
LI \ N
AR L PANTRY PANTR A/C j W.I.C. I \
°
BATH #2 I QI BATH #2 ° II iI
A/H 4068 BF PAN/PAN -4-\ DEN WASHER iDRYER
\MASTER BASH
Ln
DENPANTRY
/ 1
3
AR \\ 1 / } I o o -h UTILITY ROOM
M
OQ
An BATH #2 / m m
2868
WASHER do DRYER
CLOSET _ —CLOSET _ —
_ A/H \ �� �eQ A/H WH Gfl
BOOKCASE ° 1 WH WH
I O Odb
qp 6" WALL � �
AR(,A 5068 BF PAN/PAN I 1 GA (n 5068 BF PAN/PAN
An
$D I � I I AR SD // I I A C CCEs A C \1 SD AFl
BEDROOM #2 I \ 1 _AA --� I _ \ ATTIC ACCESS
ATTIC ACCESS % _ I \ 1 ATTIC ACCESS ATTIC ACCESS
41 I \ ENTRY I \ 1 I\ / I / // GFl
I \ I \ \ \ GARAGE \\ GR I \ / i / / GF1
I \ I AR ► / /
{ / AFl BEDROOM 2 /
io #
AFl BEDROOM #2 m i / I AH /ENTRY I GARAGE / ENTRY
I 1 I I I GARAGE / / Al GARAGE
AFl I I AFl AR
/ I -
dt
_ _ - I -
i — ...._.._.............._..— ...._ _ - 1 HB 35 S.H. COL. / F I _.._.._ — ___. ___ ___....._ — ._.... _.._ .� I I _ � \ 35 S.H. COL. HB IT — _._ _.............._ ._.... _...........;
EGRESS HB ! I I I EGRESS I I I I I I I I I I EGRESS I !
}� GH I I �I I I I I \ I � I \ I
GR� I I \ I � {� �� I \\ !
I W ! I \ I 41 !
IN o.I I I \ I l a I \ !
L_ _ _ _ 9-0 X 7-0 O.H. GARAGE DOOR _ _ _ _ 9-0 X 7-0 O.H. GARAGE DOOR 9-0 X 7-0 O.H. GARAGE DOOR _ _ _ _ 9-0 X 7-0 O.H. GARAGE DOOR
F PRECAST UkTEL PRECAST LINTEL PRECAST LINTEL
UNIT 5-
ELECTRICAL NOTES
1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE
ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE
UTILITY COMPANIES.
2. COORDINATE ALL WORK WITH ALL TRADES.
3. MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH NTH WALLS.
4. RECEPTACLES SHALL BE MOUNTED 12" AFF UNLESS SHOWN OTHERWISE.
5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN
ACCORDANCE WITH THE MANUFACURERS WRITTEN INSTRUCTION,THE
APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL
CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" AND
IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE
THAT PRODUCTION SERW THE INTENDED FUNCTIONS.
6. ALL WIRE SHALL BE STD. #10 AND #12 AND SHALL BE ROMEX OR NM
CABLE TYPE B OR APPROVED EQUAL.
7. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C WITH A/C CONTRACTOR.
8. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI
(ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT.
POW CULT ASURFA MOUNT
c UTILITY co. O AMP
y #4 C I. GGROC WITH UNCI O THW AL
UTILITY l!ELE'CTi2IC
TO COLD WATER LINE
5 8" X 8" GROUND LINE
( ASCO CO. ATTACH TO FOOTER REBAR)
(BACK TO BACK SERVICE/OFFSET SIMILAR)
.................. ....
200 AMP ELECTRICAL
N.T.S.
UNIT 5-1
kA ti� SD I
C I
MASTER BEDROOM —_
N
I N
/ An I
AR
ENTRY
M ,
GR
I
AH r
I
I�
AFl
db
- PRECAST u,Ta
35 S.H. COL. HB
EGRESS
UNIT 5-4
SEE
7
25"
REBAR LAP DISTANCE
I
------------------------ =------------------- 25" MIN. LAP 25" MIN. LAP
PRE-ENGINEERED TRUSS 0 2'-0' O.C. TYP.
I INF OF I OAn PATH
YR. DI GES ON
FELTPAPER ON 5/8 O.S.B.
I
�. �—
— — —
— — —
�---------
�----� r-t----------------
�----30# �
nn i i xrnnvv rrr30
xr
- — UMLL a LrUA 1 X I ID
OR PLYWOOD 12 / z i — — — i _ — — — REBAR.
/- FOOTING
4 i/ i I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
i
v .4
CONT. ALUM.----,... N ------------ ¢ i i ,;
�.
DRIP STRIP J C.M.U. WALL co
I
6" ALUM. -- ¢ I ; 1 DOWEL ' I I i`� 1 DOWEL
FACIA R- 30 BLOWN INSULATION � i ; I I I ; I CORNER ; IN CORNER
1 /2' CEILING BOARD W/
KNOCKDOWN CEILING
ALUMN, SOFFIT
---
SIMPSON HETA20
-8' X 8' KNOCK -OUT BLOCK W/ #5
CONTINUOUS REBAR
NOTE: POURED LINTELS ,"
WILL BE 3000 psi CONC. 8 X 8 PRECAST CONC. LINTEL
ABOVE WINDOW & DOOR OPENINGS
SINGLE HUNG ALUM. CONTINUITY OF FOOTING
WINDOW (M') & E�UND, WALL REIN, DETAIL CDIN.
EMEDIAL REPAIR FIR DOWEL DETAIL
ALL CONC. BLOCK w/ DOWELS PRECAST CONC. THIN THRU WALL SILL CORNER CONTINUITY&WALL R E I N F O R C M E N T T.s,
TO BE FILLED SOLID w/ CONC. ® WINDOW (TYP.) 3/4 - 1 -0
BELOW GRADE °O
MARBLE SILL
, FIZ/
CEMENTITIOUS FINISH ,
B" CONC. BLOCK WALL
1AVERT. IN - ��
ELLS'.
1/2' GYP. WALL BOARD ON
3/4' P.T. FURRING STRIPS W/
#5 DOWEL TO MATCH
VERTICAL RONFORCING
AFOIL R 4.2.
R-30 BLOWN/BATT INSULATION (MIN.)
FASTEN ROOF SHEATHING W/ Bd NAILS 0 6' o.c.
0 EDGES,12' O.0 0 FIELD do 4' O.C. ALONG NAILER
W/25 MINIMUM LAP
T
4 CONC. SLAB 2500 psi w
FlBERMESH OR 6x6-10/10W.W.M.
TOP PLATE
1 /2' GYP. WALL BOARD
4'X4' INSPECTION PORT AT ,
II
REINF. AND VAPOR BARRRIER
EACH ALL CELL TYPICAL
\ - -
e -- - -- —
1 /2' GYP. WALL BOARD
• — r
00
STANDARD 90' BEND
2X4 STUDS 0 16' O.C.
Z I I -III —III -I
I � '.
;—III—III—I I I —I
I-
(2) #5 CONTINUOUS FOOTERCD
-
=1
6 MIL VAPOR BARRIER
NOTE:
2x6 NAILER BELOW SHEATHING ENG'R TRUSS
MID POINT BLOCKING oo
FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.0
—III—III—I
I —III —I
III— III—� I I —I
NOT REQUIRED
CLEAN, POISONED
12"
AND COMPACTED saL.
REBAR CHAIR FOOTING
S,ECTI,ON, @ VALLEY SE r ATTACHMENT
IN
CAST-IRON AUTOMAi1C
—\
- „
3' CLEAR.
NAIL ,SUNCNAILS
® 24 O...IOR EQUAL)
2X4 P.T. PLATE
-1.1".... ; 3/4" = 1'-O"
F7 6x6 10/10 W.W.M.
NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTADMENT DETAILS SUPPLIED BY THE TRUSS MFGR / ENGINEER
--)TYPICAL
WALL
SECTION
3/4' = 1'-0'
LINTEL RATINGS
LINTEL LENGTH
CLEAR SPAN
LINTEL plf
2'-10'
1'-6'
1700
3'-6'
2'-2'
1700
4'-0'
2'-8"
900
4'-6'
3'-2'
900
5'-4'
4'-0'
900
5'-10'
4'-6'
900
6'-6'
5'-2"
1200
7'-6'
6'-2'
800
8'-4'
7'-0'
650
9'-4'
8'-0'
450
10'-6'
9'-2"
350
ll'-4'
10'-0'
450
12'-0'
10'-8'
400
12'-6'
ll'-2'
350
13'-4'
12'-0'
350
14'-0'
12'-8'
350
14'-8'
13'-4'
350
17'-4'
16'-0'
470
19'-4'
18'-0'
500
4 TYP. INTERIOR NON -BEARING WALL
3/4' = 1'-0'
24" MIN. LAP
4'-0" MIN. 4'-0" MIN.
5/8"1 HOUR ARE RATED PLYWOOD SHEATHING 5/8'1 HOUR ARE RATED PLYWOOD SHEATHING
3 OR i4 REINFORCING BAR
#3 & #4 LAP SPLICE
PRE-ENGINEERED TRUSSES ®24" O.C. MAX.
25' MIN. LAP
FIREWALL TRUSS WITH VERTICAL BLOCKING M 24" O.C.
TWO (2) LAYERS OF 5/8' TYPE "X' DRYWALL TYP. EACH SIDE
TRUSS FELT FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING
REINFORCING BAR
#5 LAP SPLICE
R- 30 BLOWN OR BATTS INSULATION
2x4 BLOCKING 1/2" CEILING BOARD W/
'
KNOCKDOWN CEILING
1x4 PT
I
...
10'
...
d
8' X 8" KNOCK -OUT BLOCK W/ #5
CONTINUOUS REBAR
R 2"
1 HOUR MASONRY WALL
% Simpson Strong -Tie
#5 REINFORCING BAR
1 HOUR COMMON WALL
H E T A 2 0
REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5.
A. C.I. STD. 90" BEND
TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2.
DETAIL SHEET
NTERIOR FIRE COMMON -WALL SECTION
(j)i3/4'
REBAR LAP
1 I 1IN1111 11TIlLS
= 1'-0'
v
a
o
�
�
U
�
O
a
d
�
a
U
A
Ir
1
z
as
�
a
�
oW
a
a
�
A
•^+.may
_
!.M�'�t:e+T.� ice_ •
„ri i•ii�i
's. �'.
r �`Y. �-• - _��.�t�^�^r
J..M-1 .i. +�
�:►� .^�-Wit.''.
`w.• •.
�%1'
.0 .. �
;��.r
J..�i :•.
�
••T; �•�
.. .. �•., t:.•.� ;-t_
: i'T.�r'yi'� �.•*7-e
�• ••• •�:: •.� ..
Y:.e 1�.�.•J�':'r�.•l
r •• __Tarsi
.. ,. �J
•''••'Y �',..'•�
�.� ��i4 �. 'v
.•ZY •^^�'il �,
mil^ '.�' .
'
e•
' �. ��:
��
•mil •�
.•l.: •' •..��..•
^.
•`��•^ 4•
li
.. �'.'
i •;�.
.�I
i
t
1 • �'�
i
-z
NOTE:
ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010, ALL C❑NNECTIONS TO BUILDING STRUCTURE
SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE,
3"0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 5.
5 ft.
T
O
5 ft.
COMPONENTS AND
CLADDING
140
Ult - ROOF NET
UPLIFT SCHEDULE
ROOF
DEGREES
ZONE
MAIN ROOF (NOMINAL)
EFFECTIVE WIND AREA
10 SQ, FT.
20 SQ, FT.
50 SQ, FT.
100 SQ. FT,
> 27 TO 45
O
+32.3/-35,3
PSF
+31,4/-33,5
PSF
+30,2/-31,1 PSF
+29,3/-29,3 PSF
> 27 TO 45
2�
+32,3/-41.2
PSF
+31,4/-39.4
PSF
+30,2/-37,1 PSF
+293/-353 PSF
> 27 TO 45
O
+32,3/-41.2
PSF
+31,4/-39,4
PSF
+30,2/-37,1 PSF
+29,3/-35,3 PSF
NOTE:
RO❑FING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST
UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE.
3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 3.
O2 4 ft.
O
4 ft. 2
4 ft. 2O
O
O 4 ft.
4 ft.
0
4 ft.
O2 2 � O \`�\4f
O�t. 4 ft. 4 f
t.'i. 10
5 ft. TJ T3 5 f t.
ROOF NAILING SCHEDULE
4 ft.02
OI
4 f t. I
R803.2.3.1 SHEATHING FASTENING
WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED
TO ROOF FRAMING WITH 8d RING -SHANK NAILS AT 6" O.C.
AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING.
RING -SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM
DIMENSIONS:
1. 0.113 INCH SHANK DIAMETER.
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER.
3. 16 TO 20 RINGS PER INCH.
4. 0.280 INCH FULL ROUND HEAD DIAMETER.
5. 2 INCH NAIL LENGTH.
R905.2.7 UNDERLAYMENT APPLICATION
FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS
HORIZONTAL, AND GREATER, ONE LAYER OF UNDERLAYMENT
COMPLYING WITH ASTM D226 TYPE I OR II, ASTM D4869
TYPE I OR II, OR ASTM D6757 SHALL BE APPLIED IN THE
FOLLOWING MANNER:
1. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO
AND STARTING FROM THE EAVE AND LAPPED 2 INCHES.
2. END LAPS SHALL BE OFFSET BY 6 FEET.
3. CORROSION RESISTANT FASTENERS ARE TO BE APPLIED ALONG THE
OVERLAP AT A MINIMUM SPACING OF 36" ON CENTER.
R905.2.4 ASPHALT SHINGLES
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR
D3464.
ASPHALT SHINGLES SHALL BE RATED FOR INDICATED WIND
SPEED.
R%5.2.4 ASPHALT SHINGLE FASTENERS
FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED,
STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS,
MINIMUM 12 gage SHANK WITH A MINIMUM a INCH DIAMETER
HEAD, ASTM F 1667, OF A LENGHT TO PENETRATE
THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 4
INCH INTO THE ROOF SHEATHING. WHERE THE ROOF
SHEATHING IS LESS THAN 4"INCHES THICK THE FASTENERS
SLAA PENETRATE THROGH THE SHEATHING. FASTENERS
SHALL COMPLY WITH ASTM F 1667.
R%5.2.6 ASPHALT SHINGLE ATTACHMENT
ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS
REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR
FASTENERS PER STRIP SHINGLE OR TWO PER INDIVIDUAL SHINGLE.
b
:- .